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227 Clydesdale Cir - BR04-000179 -SFRPERMIT ADDRESS CONTRACTOR ADDRESS PHONE NUMBER PROPERTY OWNER ADDRESS PHONE NUMBER D R Horton 6250 Hazeltine Nat'l Dr #102 - -- Orlando, FL 32822 407)857-9101 CBC 055300 _. ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE FEE SUBDIVISION PERMIT # Oil— to DATE PERMIT DESCRIPTION —Rm PERMIT VALUATION SQUARE FOOTAGE t d cn cn I., d IA m q i CERTIFICATE OF 6Ctt]pANCY / COMPLETION This is to certify that the building located at 227 CLYDESDALE CIR for which permit 04-00000179 has heretofore been issued on 11/06/03 has been completed according to plans and specifications filed in the office of the Buildinq,Official prior to the issuance of said building permit, to wit as complies with all the building, plumbing, electricSri, zoni g 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: ' I (} Finaled -J D i (Ya ZONING: Inspected UTILITIES - DATE APPROVAL FIRE: Inspected Water Sewer Lines In Lines In Meter Sewer Set Tap Reclaimed Water ENGINEERING: Drainage V 28 P Maintenance Bond PUBLIC Street Name Signs Storm Sewer Street Work WORKS: DESCRIPTION WATER -SEWER IMPACT FEES 01-APPLCTN FEE -ELECTRIC 01-APPLCTN FEE -ELECTRIC 01-APPLCTN FEE -BUILDING 01-APPLCTN FEE -MECHANIC 01-APPLCTN FEE -PLUMBING 02-ENGNG DEVLPMT FEES 01-FIRE IMPACT - RESIDENT 01-LIBRARY IMPACT FEE Street Paved Street Lights Driveway FEES PAID DATE AMOUNT 12/15/03 12/29/03 11/07/03 12/30/03 11/21/03 11/07/03 11/07/03 11/07/03 20.00 20.00 10.00 10.00 10.00 10.00 59.27 54.00 PAGE: 2 CERTIFICATE OF-OCCUI3ANCY / COMPLETION This is to certify that the building located at 227 CLYDESDALE CIR for which permit 04-00000179 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 11/07/03 279.61 01-POLICE IMPACT RESID 11/07/03 91.93 01-RADON GAS TAX FEE 11/07/03 11.32 01-ROAD IMPACT FEES 11/07/03 847.00 01-RECOVERY FD/CERT. PGM. 11/07/03 11.32 01-SCHOOL IMPACT FEE 11/07/03 1384.00 WD IMPACT:SINGLE FAMILY 11/07/03 650.00 SD IMPACT:SINGLE FAMILY 11/07/03 1700.00 OWNER BUILDING OFFICIAL / DATE s° CERTIFCATE OF OCCUPANGY-Q REQUEST FOR FINAL INSPECTPON 1 SINGLE FAMILY RESIDENCE***" I I 1 DATE: PERMIT #: ()L\ `j 1 ADDRESS: L r _ -o Q u t,,, ue C? I G, 1 14% O! I CONTRACTOR: Cr PHONE #: '-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 Public Works v CONDITIONS: (TO Fire (\ x Zoning Licensing \ ONLY IF APPROVAL IS CONDITIONAL) nA-r 1p M c.) FEDERAL EME iEKQY ,MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Important: Read the instructions on pages 1- 7. SECTION A - PROPERTY OWNER INFORMATIOI O.M.B. No. 3067-0077 Expires December 31, 200E For Insurance Company Use: BUILDING OWNER'S NAME Policy Number D.R. HORTON BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 227 CLYDESDALE CIRCLE DRIVE CITY STATE ZIP CODE SANFORD FL 32773 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 63, BAKERS CROSSING, PHASE 2 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type): or ##.##### NAD 1927 NAD 1983 USGS Quad Map Other: SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTYNAME B3. STATE SEMINOLE COUNTY 120294 SEMINOLE FLORIDA B4. MAPAND PANEL B7. FIRM PANEL B9. BASE FLOODELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVE/REVISED DATE B8. FLOOD ZONE(S) , Zone AO, use depth of flooding) 1202940045 E 4/17195 4/17195 A 24.6 bI U. Indicate the source of the Base Flood elevation (13FE) data or base flood depth entered in 69. FIS Profile FIRM Community Determined ® Other (Describe): NEAL HILER ENGINEERING, INC. B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 NAVD 1988 Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? . Yes ®No Designation Date_ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Construction Drawings' Building Under Construction' ® Finished Construction Anew Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. Ifno diagram accurately represents the building, provide a sketch or photograph.) C3, Elevations — Zones Al-A30, AE, AH, A (with BFE), VE, VI430, V (with BFE), AR, ARIA, AR/AE, AR/A1-A30, AR/AH, AR/AO Complete Items C3.-a-i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided orthe Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum NGVD 29 ConversionlComments NONE Elevation reference mark used _Does the elevation reference mark used appear on the FIRM? Yes ®No o a) Top of bottom floor (including basement or enclosure) 28. 8 ft.(m) ro o b) Top of next higher floor NIA. ft.(m) a o c) Bottom of lowest horizontal structural member (V zones only) NIA. ft.(m) o 0 o d) Attached garage (top of slab) 28. 3 ft.(m) E o e) Lowest elevation of machinery and/or equipment w servicing the building (Describe in a Comments area) 28.0 ft.(m) 0 16 o t) Lowest adjacent (finished) grade (LAG) 27.2 ft.(m) z m o g) Highest adjacent (finished) grade (HAG) 28. 0 ft.(m) o h) No. ofpermanent 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. 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: WIL LIAM R. MUSCATELLO, JR. LICENSE NUMBER: 4928 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS 320 E. SOL CITY ORLANDO DATE 2116/04 STATE ZIP CODE FL 32803 TELEPHONE 407) 426-7979 FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A , Forinsurance Company use: BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/orBldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number 227 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) ForZone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information fora LOMA or LOMR-F, Section C must be completed. E1. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed —see pages 6 and T Ifno diagram accurately represents the building, provide a sketch orphotograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6$ with openings (see page 4 the next higher floor or elevated floor (elevation b) of thebuilding is _ ft.(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C3.L on front ofform. E4. The top ofthe platform ofmachinery 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 no flood depth number is available, is the top of the bottom floor elevated in accordance with the oommunity'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 forZone A (without a FEMA-issued or community - issued BFE) orZoneAO must sign here. The statements in Sections A, B, C, and Eare correctto the bestofmytaroWedge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the communitys floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. The information inSection C was taken fromotherdocumentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. A community officalcompleted Section E fora building located in Zone A (without a FEMA4ssued or communityissued BFE) orZoneAO. G3. The following information (Items G4-G9) is provided for community floodplain management purposes. G6. DATE CERTIFICATE OF 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 63, BAKERS CROSSING PHASE 2 AS RECORDED IN PLAT BOOK 62, PAGES 97-99 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA NOTE: THE FINISHED FLOOR ELEVATION OF THIS STRUCTURE MEETS OR EXCEEDS THE THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). P-T./[ CLYDESDALE CIRCLE N7g R_90. o7." TRACT "A„ 49'48"W L=17.06• 50' RIGHT-OF-WAY 22.41' PC CB=S84-43'01"EC-17004-/ p— S89'36'15"E CENTERLINRICHT-ppWAY NOO-23'45"E i eS 25.00•\J ? III LOT 62 1 0=1'45'45" R=125.00' L = 3.85' CB=S88'43'22"E C=3.85' 196.07_ - /CPC 2j 0l S89'36'15"E 71.16' 11 WALK IS 1.2' OFF 10' UTILITY EAS MENT +;-' . .;' 16.0'"..".: N CONCRET ARIVEWAY . 3' C/W :' l' . 17.5' 13.9' i:. 21.6' 4.5' COVERED ENTRY 17.5' A WALK IS 1.3' OFF 0 ONE STORY CONCRETE BLOCK nWa % N P' RESIDENCE FINISH FLOOR N Z d. ELEVATION=28.01 ' o CN Z 0 N LOT 64 z oT 0 17.5' 40.0' o CONCRFTF LA.,::;:: LOT 63B r.:'] 0 C\\ o 20' ENVIRONMENTAL \ 1:000NTROLEASEMENT 26a26.8 / CERTIFIED TO AND FOR THE WALL IS WALL IS OFF2.5' OFF r rr LL 2.5ExcLuslvEUSEOF: N89'35 18 W 6• BRICK WA D.R.H. TITLE COMPANY OF FLORIDA INC. 75.00' FIDELITY NATIONAL TITLE INSURANCE COMPANY OF PENNSYLVANIA JAMES R. JOHNSON AND ELSIE M. JOHNSON OPTION ONE MORTGAGE CORPORATION TRACT "I" NOTE: LANDSCAPE BUFFER 1. ALL DIRECTIONS AND DISTANCES HAVE LEGENDBEENFIELDVERIFIEDANDANY INCONSISTENCIES HAVE BEEN NOTED ON THE — — — BUILDING SETBACK LINE I 1" = 30' GRAPHIC SCALE 0 15 30 SURVEY, IF ANY. CENTERLINE Q FND NAIL AND DISC LB #6393 (02/13/04) 2 PROPERTY CORNERS SHOWN HEREON WERE RIGHT OF WAY LINE ZgBY EXISTING ELEVATION SET 1/2" IRON ROD AND CAPOSET/FOUND ON 02-13-03, UNLESS OTHERWISE LB #6393 (02/13/04) SHOWN. O CONCRETE CNA CORNER NOT ACCESSIBLE LB LAND SURVEYING BUSINESS A DENOTES DELTA ANGLE 3. THE SURVEYOR HAS NOT ABSTRACTED THE LS LAND SURVEYOR L DENOTES ARC LENGTH LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF PRM PERMANENT REFERENCE MONUMENT C.B. DENOTES CHORD BEARING WAY, RESTRICTIONS OF RECORD WHICH MAY PCP- PERMANENT CONTROL POINT PC DENOTES POINT OF CURVATURE AFFECT THE TITLE OR USE OF THE LAND. P) PER PLAT PI DENOTES POINT OF INTERSECTION PRC DENOTES POINT OF REVERSE CURVATUREM) MEASURED FND FOUND PT DENOTES POINT OF. TANGENCY.. 4. NO UNDERGROUND IMPROVEMENTS' HAVE BEEN C/W CONCRETE WALK TYP TYPICAL A/C AIR CONDITIONER LOCATED EXCEPT AS SHOWN. S/W SIDEWALK CP CONCRETE PAD CBW CONCRETE BLOCK WALL CS CONCRETE SLAB- RP RADIUS POINT 5. NOT VALID WITHOUT THE SIGNATURE AND THE C CHORD LENGTH PK PARKER KALON OHU OVERHEAD UTILITY LINE ID . IDENTIFICATION ORIGINAL RAISED SEAL OF A FLORIDA LICENSED R RADIUS POL POINT ON LINE SURVEYOR AND MAPPER. POC POINT OF CURVE PCC POINT OF COMPOUND CURVE I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL I HEREBY CERTIFY, THAT THIS BOUNDARYr--,-.,.- NO 120294 0045 E DATED 4/17/95 AND FOUND SURVEY, SUBJECT TO THE SURVEYOR'S NOTE THE SUBJECT PROPERTY APPEARS TO LIE IN BOTH ZONE A, r • ?' J CONTAINED HEREON MEETS THE APPLICABLE AREA WITHIN 100 YEAR FLOOD PLAIN. h f, MINIMUM TECHNICAL STANDARDS" SET FORTH ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY BY THE FLORIDA BOARD OF PROFESSIONAL VERTICAL CONTROL AS FURNISHED. p: SURVEYORS AND MAPPERS IN CHAPTER 61G17-6, FLORIDA ADMINISTRATIVE CODEBEARINGSSHOWNHEREONAREBASEDONPURSUANTTOCHAPTER472.027, FLORIDATHEEASTERLYLINEOFLOT63ASSTATUTES. BEING S00'42'26"W PER PLAT. r L. FIELD DATE:) 11-20-03 REVISED:ra SCALE: 1" = 30 FEET Si AMERICAN SURVEYING & MAPPINGAPPROVEDBY: FOR CA'ELLO ASM42681JOBN0. CERTIFICATION OF AUTHORIZATION.. NUMBER L(3#6393 320 EAST SOUTH STREET, SUITE 180 TIRMrrFOUNDATION FINAL 2-13-04 CKB ORLANDO FLORIDA PLOT PLAN 09/25/O3 SDO WILLIAM M JR. PSMpp492 DATEDRAWNBY: 32801` (407) 426=7979tt CITY OF SANFOIZD PERMIT APPLICATION Permit # : Date: Job Address: i r r z tlo D\ Description of Work: ti Historic District: Zoning: Value of Work: S SU 10 OJ Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service - # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical` Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required) (,, Plumbing/ New Commercial: # of Fixtures of Water & Sewer Lines # of Gas Lines ' Plumbing/New Residential: # of Water Closets Plumbing Repair - Residential or Commercial 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. N"%1%' AQF PLUMBING, INC. P.O. BOX 620027 State License Number: Phone &Fax: OVIl DO FLORID 327 0 Contact Person: v t' Yhonc: Bonding Company: ADVANTAGE PLUMBING, INC. 7P.O. Lvv2 Address: — _ .. rHoule 39762-0lJ27 vim ,. Mortgage Lender: h4O7) 366-3994 Address: Architect/ Engineer: Address: Phone: Fax: Application is -hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance ofa permit and that all work will be performed to meet standardsof all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable 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 I will notify the owner of the propertyof the requirements F Law, FS 713. Signature of Owner/Agent Date Signature of Contractor/Agent Date Print Owner/ Agent's Name Print Contractor/Agent's Name Signature of Notary -State of Florida Date Signature of Notary -State of Florida Date MARTHA Y. HALL Notary Public, State of Florida Owner/Agent is _ Personally Known to Me or Contractor/Agent isxPersonally KnoMf Uffim- exp. Feb. 1, 2008 Produced ID _ Produced ID Comm. No. DD 258139 - . APPLICATION APPROVED BY: Bldg: Special Conditions: Zoning: Utilities: FD: Initial & Date) ( Initial & Datc) (Initial & Date) (initial & Date) 5-06-203 7 : 09AtA r {SUM W!Gt:!o..Y.a ..:'1 ..: :' fir.'1,y,V'.iM'I!:•R'r.Y;/,N:.,-',u:'•..: tl . , : „•,..:..• ;.. .. . .. CITY OF SANFORD PERMIT APPLICATION Permit A :__L Job Address: Description of Work: 'r f C'EC T" k, — Historic District: Zoning: Value of Work: S Permit Type: Building,__ Elcurrical IV Mechanical Plumbing Firc Sprinkler/Alarm Pool Ternporxrry PoleEleefrlcYl' New Service - u of AMPS I 5Q ZUn Addition/Alteration Change of Service __ __ Mechanical: Residential Non•Residcri(W Replacement NCw (Duct Layout &Energy CaIC. Rcq'!rcd) Plumbing/ New Commercial: it of Fixtures of Wata 8t Sewer Lines u of G'vs lines _— Rcsidential or Cornnterciai^ Plumbing/New Residentlal: k of Water Closcis,_ Plumbing Repair - Occupancy Type: Residential Commercial industrial Total Square Nootne: X; Construction Type; ;, a of Stories: is of Dwelling Units: _ Flood Zoue: (FE,MA form reyuirud for other tnan IF Attach proof of Ownership b'' Legal Dwcripoun) Parcelz: ll l I l/L 7 t(J/s U Z T-1 CJwncrnName6, Address: c C—v S Coniracwr Namc 6r Add e Z u3Z7LI. State Licc•nsc Numher J„` Contact Perso n: 3 4P phone & Fax: v r - - aondingCompany: Mortgage Lender: _ Addri": Archilcct/Engineer: Phone Fai: --- Addreis: Application is hereby made to obtain a permit to do the work and insuillalions as indicated. I certify Ihat no w(nk or installanon hi. convnenced prior to = issuance of a permit and that all wort: will bo performed to races standards of oil laws regulating cam"clion in this juni dic6m. I undcrMrand thus , s<pa; a'-, permit must be secured for ELECTRICAL WORK. PLUMBING, SIONS, wELLs, POOLS, FURNACES, BOILERS, H! ATERS, TANKS, and AIR CONDITIONERS, cic• ll ofthe foregoing information is accurate and that all work w ll be mdoneincopliance with all apP"Coble L" n Fulinr•g QWNER' iAFF1DA V IT: I terli() that aconstructionandzoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEmEN'f MAY RESULT- IN YOUP. P,>YNC'' TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER Ok .^: ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTIC : In addition to the requirements of this permit, theft may he a3di6onal restrictions Ipplicable to this property Oust may be founo in the public rc,:oNs ofthiscounty, and there may be addiuonal permits rcquirod fmm other govemmontal cnnhe5 sdch as watct manoge Ent disrri—, stare agcnc$es, or fcCr" 'Z`nc ici. Acceptancc of pennit is vcrir)cution lhar I will notify the uwne-r ol'thc propc tY Signature ufOwner/Agent Date: Print Owncr/Agcnl's Nantc Sicn3turc of NUIary.Sl2fe.. of Florida Date iwner/A.SCM is .._.._ Yci iunnny Knn,vn ul Me ur yruduCdd II) n('I'l.11'A1ION' AVVIROVED IIY:1114:—_....... /-timing. jlniri:l Uatu) pcci;tl Condilinns: ---.......... _._ -- u(the requirements of I'lori en Uw, F\ 713. i nalure J(Con mctooA cnl Oal< Ynnl Cur M Clor/Agent's Nam Siq fNullii ratcnrFlor"' ---.-.L)U.c C/ unrrectnr/A^cal Is I lr;o , ly Known IV n'lc •n Producrn IU -- ailnlcs .. I :) nitial & D,10 rttlrrr, Marie A, ZettlemoyerY•PU6 ,, Commission 9DD221380 Expires: Jul 15, 2007 v oi°° Bonded Thru 1 0 Atlantic Bonding Co., Inc. 10-03-203 9:52AM FROM Permit # :_60q ` 1 Job Address: ac-)'l 0 1r e CITY OF SANFORD PERMIT APPLICATION re I e_ (aca3 P. 1 y-03 Description of Work: Historic District: Zoning: 'Value of Work: S Permit Type: Building Electrical / Mechanical Plumbing Fire Sprinlcler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service "temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gras Lines Plumbing/New Residential: # of Water Closets plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories; # of Dwelling Units: Flood Zone: (FENIA forru requlred for ocher than X) Parcel tt; Owners Namc & Address; Attach Proof of Ownership & Legal Descriptio Contractor Name & Address; _ /Y& Iron .i: /df! C Ir/L4 i . f.• t , ` /f,0f y Q.`/ Stutc Liccnyc Num/ber: Phone & Fax; - — O -f •J o nct Person;ooAiv_phone:, Bonding Company: 7 Address: Mortgage Lender: Address: ArchittCVEngineer: Address: Phone: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior tc, theissuanceofapermitandthatallworkwillbeperformedtoMottstandardsofalllawsregulatingconstructioninthisjurisdiction, I understand that a separatepermitmustbesecuredforELECTRICALWORK, PLUMBING, SIGNS, WELLS, POOLS. FURNACES, BOILERS, HEATERS, TANKS, andAIRCONDITIONERS, etc. OWNFR'S AFFIDAVIT; I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicahl<: laws rcguladngconstructionandzoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YO M I'AVIN(, TWICE FOR IMPROVEMENTS TO YOUR PROPERTY, IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDRR OR ANATTORNEYBEFORFRECORDINGYOURNOTICEOFCOMMENCEMENT, LTf(E: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records ofthiscounty, and there may be additionsl permits required from other governmental entities such as water management districts, state agencies, or Ndcral ngcncics. AeCeptance of permit is verification that I will notify [he owner of the property of the rcquircments of Florida Lien Law, FS 713. 2- Signature ofOwner/ARenr Date $1gnt c of ContractodAgeut pale Print Owner/Agent's Name -- Print C: for/Agent's Namc Signsrure ur Noutry•State of Honda Date Signature of -State of fl, r 6 Uatc rs1Po, Bonny G Logan Owner/A rent is y Contractor/Agent is _) trsonally Known to Me or My Commission D02015516 'ersonall Known to Me or Produced ID „_. _ Produced ID T?oF d Expires May 17 2007 APPLICATION APPROVED BY: Bldg: ` zoning: Utilities: FD: initial & Date) ((nitial & Date) (Initial & ()ate) ((nitial & Date) Sreciai Conditions: z(7 Tfkta y t. Permit Job Address: initr Description of We Historic (District: Permit Type: Building Electrical Mechanical Plumbing Fire Spriz-&JeriAlann l'oic A. , Electrical: New Service — # of W.. Addition/Alteration Change of Service Tea pvni.y Pole 7j; zti 1 3, t 0 MCChanicakt Residential Non -Residential Replacement New (Duct Layout & Energy Ca] Requpr;ed Plumbing/ New Commercial: ## of Fixtures V ofWater, & Sewer Lines # of Gas Lines Plumbing/New Residential: # Of WWrr Closets Plumbing Repair— Residential or Commerctil Occupancy Type: Residential v Commercial Industrial Total Square Footage: Construction Type: # of Stories: V of Dwelling Units: Flood Zone: (FEMA form require& f.<et o hia is Man Vic) Parcel # Owners Name & Address: / )' Contractor Name & Address: w(Wa Phone & Fax: Bonding Company: Address: Nlortgage Lender:. Address:' _ ~ Attach Proof of Ownership & Legal Description) Phone: ate License N Architect/Engineer: Phone: Address Fax: - Applica6on is hereby trade to obtain a permit to do the work and installations as indicated: I certify that no work or installation has comnaet lied pricir to t.liCissuanceofapermitandthatallworkwillbeperiflormedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. I understand that a. separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, andAIRCONDITIONERS, etc. OWNER'S AFFIDAVIT: ! certify that all of the foregoing information is accurate and that all work will be done in compliance with'all'applicat-lu l w:? t cf rJ hn'gconstructionandzoning. WARNING TO OWNER-' YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT P 1'0 VjfI 1 i `T;d6TWICEFORIMPROVEMENTSTOYOURPROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WRT-tl YOUR LENDER OR, A14ATTORNEYBEFORERECORDINGYOURNOTICEOFCOMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that rmy be found in the public records ofthiscounty, and there may be additional perm is required from other governmental entities such as water management districts, state agencies, of fi,-dcf 0 agencies. Acceptance of permit is verification that I %fill notify the owner of the property of the requirements of Florida Lien-[] 713, Signature of Owner/Agent Date enaaur Connctor `gent _ Date tOO BQRF_ RTPrintOwner/Agent's Name Pnn Contractor Agent's ame DEC _ g 2003 Signature of Notary -State of Florida Date Signature of No_n--Siate of Flonda Date Oskner/Agent is _ Personalh nown to ,Me or Contractor/Age is Personal %' Known to Me orProducedIDProduce.' APPLICAI ION APPROVED BY: Bldg: Zoning: L:;;;;::es: FD. _ Initial & Date) (Iliitial & Date) (Initial & Date) (lrrtia D S;reci5l Conditions: i 4 My COL MISS10t.i DD 2129,93 EXPI t S Jun; iA 2007 Bonded T'rm jcary ''u"Ilc ttndenvriter, h FEDERALEMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 . I ,, NATIONAL FLOOD INSURANCE PROGRAM Expires December`31, 200: ELEVATION CERTIFICATE Important: Read the instructions on pages 1.7. SECTION A -PROPERTY OWNER INFORMATION For Insurance Company Use: BUILDING OWNER'S NAME Policy Number D.R. HORTON BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number XXXX CLYDESDALE CIRCLE DRIVE CITY STATE ZIP CODE SANFORD FL PROPERTY DESCRIPTION (Lot and Block Numbers; Tax Parcel Number, Legal Description, etc.) LOT 63, BAKERS CROSSING, PHASE 2 BUILDING USE (e.g., Residential, -Non-residential, Addition,, Accessory, etc. Use a Comments area, if necessary:) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS Type): or ##.##### NAD 1927 NAD 1983 USGS Quad Map . Other: SECTION'B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME& COMMUNITY NUMBER B2: COUNTY NAME B3. STATE SEMINOLE COUNTY 120289 SEMINOLE FLORIDA B4. MAP AND PANEL B7. FIRMPANEL 69. BASE FLOOD ELEVATION(S), NUMBER 65. SUFFIX B6. FIRM INDEX DATE EFFECTIVE/REVISED DATE B8. FLOOD ZONE(S) Zone AD, use depth of flooding), 1202890135 E 4/17/95 4/17/95 A, X 24.6 B10. Indicate the source of the Base Flood Elevation (BFE) data orbase 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 1088 . F Other (Describe): B12. Is the building located in a Coastal BarrierResources System (CBRS) area or Otherwise Protected Area(OPA)? " Yes ® No- Designation Date SECTION C BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) , C1. Building elevations are based on: Construction Drawings' Building Under Construction" Finished Construction A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed - seepages6 and 7. if no diagram a accurately represents the building, provideasketch or photograph.) C3. Elevations —Zones Al-A30, AE, AH, A (with BFE), VE, V1-V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO Complete ItemsC3, a below according tothe building diagram specified in Item C2. State the datum used. If the datumis different from the datum used forthe BFE in Section B, convert the datum to that used for the BFE. Show field 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 Conversion/Comments y Elevation reference mark used _Does the elevation reference mark used appear on the FIRM? Yes ®No o a) Top df bottom floor (including basement orenclosure) M. 4 ft.(m)co o b) Top of next higher floor NIA . _ft(m) o c) Bottom of lowest horizontal structural member (V zonesonly) N/A . ft.(m) o o d) Attached garage (top of slab) N/A. _ff.(m) E o e) Lowest elevation of machinery and/or equipment servicing the building (Describe in a Comments area) N/A _ft.(m) E ro o f) Lowest adjacent (finished) grade (LAG) N/A. ft#n) o g) Highest adjacent (finished) grade (HAG) N/A.A(m) o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0 - o i) Total area of all permanent openings (flood vents) in C3.h 0sq. in. (sq. cm) i 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. j. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment` under 16 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 S E TE.1 ORLANDO FL 32803 SIGNATURE DATE TELEPHONE 10/3103 (407) 426-7979 I FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions d IMPORTANT: In these spaces, copy the corresponding information from Section A For Insurance Company use: BUILDING STREET ADDRESS (Induding Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number XXXX CLYDESDALE CIRCLE CITY STATE ZIP CODE Company NAIC Number SANFORD FL SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides ofthis Elevation Certificate for (1) community official, (2) insurance agenUcompany, and (3) building owner. COMMENTS I ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL I Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) ForZone AO andZone A (without BFE), complete Items E1 through E4. Ifthe Elevation Certificateis intended foruse as supporting information fora LOMAor LOMR-F, Section C must be completed. E1. Building Diagram Number _(Select the building diagram most similarto the building for which thiscertificate is being completed — see pages 6 and 7. Ifno diagram accurately represents the building, provide a sketch or photograph.) E2. The top ofthe bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use . natural grade, if available). E3. For Building Diagrams 6-8 with openings (seepage 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C3.i on front of form: E4. The top of the platform of machinery and/orequipment servicing the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacentgrade. (Use natural grade, if available). E5. For ZoneAO only: If no flood depth number is available, is the top ofthe bottom floorelevated inaccordance with the community'sfloodplain management ordinance? I 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 (without a FEMAassued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are correct to the best ofmy knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CUUL SIGNATURE DATE TELEPHONE COMMENTS Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architectwho is authorized by state or local law to certify elevation information. (Indicate the source and date of theelevation data in the Comments area below.) G2. A community official completed Section E for a building located in Zone A (without a FEMA issued or community -issued BFE) or Zone AO. G3. The following information (Items G4-G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED G7. This permit has been issued for. New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of 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 i SIGNATURE DATE COMMENTS Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions PLOT PLAN DESCRIPTION: (AS FURNISHED) LOT 63, BAKERS CROSSING PHASE 2 AS RECORDED IN PLAT BOOK 62, PAGES 97-99 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA LOT 63 CONTAINS 8455 SQUARE FEET t THIS STRUCTURE CONTAINS 2180 SQUARE FEET t TOTAL CONCRETE 523 SO. FT. t TOTAL SOD 5752 SO. FT. t Pr 6=9'46'27" CLYDESDALE CIRCLE 79a9'a8-W R=100.10. TRACT „A„ 22_41, L=17.06' PC CB=S84-43'011. 50' RIGHT-OF-WAY CENT RI 17.04' YPT _ S89.36'15'E 196.07' PC 7RICNINO W j OF- NOO'23'45"E 25.00'\-.' 1,. 30' PROPOSED ' INLET GRAPHIC SCALE 71.16 0 15 30 1 S89'36'15"E 2 4 10' UTILITY EASEMENT,,,,,.. . 17.5' - — — — ... — 17.5' 13.6T 9 o 21.33' Io_ COVERED 1-9 I ENTRANCE I 2 OC) a I PROPOSED A/CMODEL1732 yVerFINISHEDFLOORI" 55.00'cIOT L N d- N Z I ELEVATION= 28.4 o LOT 64 A=1'45 45I i i N z R=125.00' t 40.00• i o L= 3.85' i N CB=S88'43'22" E 17.5' 40.00' 7.5'.y AT1Q C=3.85' LOT 63 I- ----• DRAINAGE TYPE B J-- NlVM 20' ENVIRONMENTAL 'I CONTROL EASEMENT 26.4 26j N89'35--------------- W18 75.00' PLA T ,41i wW TRACT "I" CITY OF F ., PREPARED FOR: LANDSCAPE BUFFER DR HORTON BUILDING SETBACKS LEGENDFRONT: 2- - REAR' 20' BUILDING SETBACK LINE MLW M1141MUM LOT WIDTH SIDE' 5' CENTERLINE POB POINT ON BOUNDARY POL' POINT ON LINE" -. SIDE SIREET: 15' RIGHT OF WAY LINE PCC POINT OF COMPOUND CURVATUREXPROPOSEDELEVATIONPOC "POINT ON CURVE PROPOSED DRAINAGE FLOW OR OFFICIAL RECORD PD PLANNED DEVELOPMENT 1. ELEVATIONS SHOWN ARE PER LOT GRADING CONCRETE a DENOTES DELTA ANGLE PLANS PROVIDED BY THE CLIENT. LB LAND SURVEYING BUSINESS L DENOTES ARC LENGTH C.B. DENOTES CHORD BEARINGLSLANDSURVEYOR - PRM PC DENOTES POINT OF CURVATURE - THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES PERMANENT REFERENCE MONUMENT PCP PERMANENT CONTROL POINT PI DENOTES POINT OF INTERSECTION PRCONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF P) PER PLAT DENOTES POINT OF REVERSE CURVATURE PT DENOTES POINT OF TANGENCYTFIEPROPOSEDHOUSE. REFER TO HOUSE PLAN AND OPTION M) MEASURED - - TYP .TYPICAL - UST FOR CONSTRUCTION. CALC) CALCULATED A/C AIRCONDITIONER ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA FND FOUND C/ W CBw CONCRETE BLOCK WALL FURNISHED BY CLIENT ANDIS FOR INFORMATIONAL PURPOSES CONCRETE WALK S/w SIDEWALK RP RADIUS POINT R RADIUS ONLY. THISIS NO ITA SURVEY - CP CONCRETE pB PLAT BOOK PAO CONCRETE BTHIS IS A PLOT PLAN ONLY PGS PAGES CS CHORD LENGTH R/W RIGHT- OF-WAY 50. FT. SQUARE FEET 1 HAVE EXAMINED THE. F.I.R.M. COMMUNITY PANEL THE SURVEYOR HAS NOT ABSTRACTED THE 1. NO 1202890135 E DATED 4/17/95 AND FOUND LAND SHOWN' HEREON, FOR EASEMENTS, RIGHT THE SUBJECT PROPERTY APPEARS TO LIE IN BOTH ZONE X, irn G OF WAY, RESTRICTIONS OF RECORD WHICH AREA OUTSIDE 100 YEAR FLOOD PLAIN, AND ZONE A, AREA T MAY 'AFFECT THE TITLE OR USE OF THE° LAND WITHIN 100 YEAR FLOOD PLAIN. T' 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 3. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL BEARINGS SHOWN HEREONAREBASEDONRAISEDSEALOFAFLORIDALICENSEDSURVEYORTHEEASTERLYLINEOFLOT63ASFx4AND'. MAPPER. BEING 500'42'26"W PER PLAT. FIELD DATE:) REVISED: SCALE: 1" = 30 FEET APPROVED BY: SJ a AMERICAN SURVEYING & MAPPING FOR JOB NO. ASM42681 CERTIFICATION -OF AUTHORIZATION NUMBER I #V6393 THE 320 EAST SOUTH STREET, SUITE 18, FIRM DRAWN BY: PLOT PLAN 09/25/03 SDO ORLANDO, FLORIDA 32801 ( 407) 426- 7979 kw* WILLIAM R. Ml SCAT LL0 JR. SM 4 8 DATE IMPACT FEE STATEMENT ISSUED BY CITY OF SANFORD STATEMENT NUMBER 103-75671 DATE: BUILDING PERMIT COUNTY NUMBER: UNIT ADDRESS: z _/" i/b ...................... TRAFFIC ZONE: fURISDICTION: SEC: TWP: RNG: PARCEL: _______________ SDBDIVISIONx ao TRACTx PLAT BOOK: L+___ PLAT BOOK PAGE: OWNER NAME: "- ADDRESS: _Jtu U._kL i-_--c--___----------- APPLICANT NAME: ' ADDRESS: LAND USE CATEGORY: 001 - Single Family Detached House TYPE USE: Residential WORK DESCRIPTION: Single Family House: Detached - Construction FEE BENEFIT RATE rEE UNIT RATE PER # & TYPE TOTAL DUE TYPE DIST SCHEDULE DESC. UNIT ~ OF UNITS ARTERIALS CO -WIDE O dwl unit $ 7O5.00 1 $ 705.00 SROAD ` COLLECTORS NORTH O dwl unit $ 142.00 1 $ 142°00 LIBRARY CO -WIDE O dwl unit 54.00 1 $ 54.00 SCHOOLS CO -WIDE O dwl unit 1,384.00 1 $ 1,384.00 ` AMOUNT DUE 2,2S5.00 STATEMENT RECEIVED BY: L7 L>Ad............ IG!____ SNATURE: PLE&AE PRINT NAME) DATEx u NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE 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 PER!, PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATIONS OF THE ROAD, LIBRARY SYSTEM AND/O EDUCATIONAL (SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING - SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM 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 AVENUE SANFORD. FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE STATEMENT NUMBER AND CITY BUILDING PERMIT NUMBER AT THE TOP _ LEFT OF THE NOTICE,, THIS STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF A*** FAMILY BUILDING PERMIT******************** THIS INSTRUMENT PREPARED BY: Patricia L. Coulton D.R. Horton, Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 RECORD AND RETURN TO: D.R. Horton Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 MARYANNE MnR5E, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 05091 PG 0378 CLERK'S # c00.3.207218 RECORDED 11/06/2003 0R:07:13 PM RECORDING FEES 6.00 RECt1RAED BY L McKinley NOTICE OF COMMENCEMENT Prepare in duplicate) The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in the Notice of Commencement. Description of property: Lot(s) 61, 62, 63, 64 and 65 Bakers Crossing Phase 2 Plat Book 62, Page(s) 97-90, Public Records of Seminole County, Florida General description of improvements: Single Family Dwelling € LWIFIED COPY Owner(s): D.R. Horton, Inc., a Delaware Corporation MAR'YANNE M0%q Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 iAVRK OF CIRCUIT COUFfFII0NT]fo ®.0Owner's interest in site of the improvements: Fee Simple Fee Simple Title Holder (if other than Owner): Name:. Phone #: nEP 1 F>r 'C:EROfl Address: Fax #: Contractor: D.R. Horton, Inc. Phone #: Fax #:NOV 3 Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Surety (if any): Address: Phone #: Amount of bond: $0.00 Fax #: Lender: Phone #: Address: Fax #: Persons within the State of Florida designated by Owner upon whom notices or other documents maybe 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 of recording unless adifferentdateisspecified): D. RASeal) 0 by:`'' ant Secretary Corporate STATE OF FLORIDA COUNTY OF ORANGE The foregoing instrument was acknowledged before me this 5 day of 1 2003 by Robert A. Lawson, Assistant Secretary of D.R. Horton, Inc., a bTware Corporation, on e a o t e corporation. He/She is personally known to me. Notary Public, State and County Aforesaid f oV yy 1gnature OFF ICIAL PCO71() o NOTARYTATCOMNOMY COFXNotarySeal CITY OF SANFORD PERMIT APPLICATION , Permit '# Job Address: C Description of Work: =>— ?K, Historic District: Zoning: Value of Work: Date: z•... `-- Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service - # of AMPS Addition/Alteration Change of Service Tempot"ary 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 Plumbing Repair- Residential or Commercial Occupancy Type: Residential , // Commercial Industrial Total Square Footage: oa ' Construction Type: # of Stories: _ # of Dwelling Units: .L__— Flood Zone: (FEMA form required for other than X) Parcel #: Owners Name & Contractor Name & Address: lal Attach Proof of Ownership & Legal Description) Phone: F , ''r 101 State License Number: Phone & Fax: ontact Person:T`.av l .4C6•) Phone`_ Bonding Company: Address; Mortgage Lender; t S Address; ...,_., ,__ ..—.— T.—.....__._...... Architect/Engineer: Address Application is herebymade 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 a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES,. BOILERS, HEATERS, TANKS, andAIRCONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all ofthe foregoing information is accurate and that all work will be done in compliance with all applicable laws regulatingconstructionandzoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR ANATTORNEYBEFORERECORDINGYOURNOTICEOFCOMMENCEMENT, NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records ofthiscounty, and t e may be additional permits required from other governmental entities such ha as water management districts, state agencies, or federal agencies. Acceptance of e t0y*Agent ti that I will notify the owner of the property of the requirefnents•of Florida Lien Law, S 713. lur/_, Date ' tature of Contractor/ /t Date APPUCA APPROVED BY: Bldg : mF Zoning: Initial & Date) Special Conditions: Print PATRICIA co ULTONNOTARYPUBLICSTATEOFFLORIDAA7,AtQstnN DIO. DD134W Initial & Date) WO-114Ylo Me or Utilities: initial & Date) FD: Initial & Date) CITY OFSANFOR.D P.O. Box 2847 ORDSANFFL 32772 PHONE" N (407) 330-5630 FAX Il (407) 328 7367 APPLICATION FOR UTILITY SERVICE ACCOUN' I' (DULL NAME) NAM]:--- w sLcivlcl ADnREss a ^7 O -da _ CC 51,NReeb F_ MAII..IN( I ADDRESS OZ ZIF3z_ TURN ON DATE SINGLE FAMILY RESIDENCE MULTI -FAMILY RESIDENCE COMMERCIAL WORK # 4m+ C) SOCIAL + SECURITY## 1- HOME# OWNER OF PROPERTYDR. or I AM APPLYING FOR CITY OF SANFORD UTILITY SERVICE AT THE ABOVE ADDRESS, I AGREE TOFOLLOWALLCITYRULESFORUTILITYSERVICEANDTOPAYCHARGESINEFFECTATTHETIMEOFDELIVERY. IN ORDER TO TRANSFER MY DEPOSIT TO ANOTHER. THE NEW APPLICANT MU PROVIDE PROPER IDENTIFICAT{ON AND ANY OUTSTANDING CHARGES MUST B PAID AT THETIMEWHENTRANSFERRINGMY DEPOSIT TO ANOTHER SERVICE ADDRESS ALL OUTSTANE1Etir runor%co I UNDERSTAND Y9., ST NON-PAYMENT OF MY ACCOUNT WILL STOP SERV«;= SIGNED~ Uu NOT WRITE BE —01A DEPOSIT AMOUNT $' APPLICATION FEE $ OTHER FEES $ TOTAL $ DATE CUSTOMER# LOCATION# LAST BILL READ THIS READ CSR DATE Y Limited Power Of Attorney I hearby name and appoint: Craig Coulton and a-r each agent's of D.R. Horton Inc. To be my lawful attorney in fact to act for me and ply The Building Dept. of: C j to c7So, Y) apor For a residential permit for work to be performed at: 1 Lot # : ( p j Subdivision Address: 3D775 And to sign my name and do all things that are necessary to this appointment. Richard B. Ladd CBC055300 Contractor State Registration Number r i W Signature of Contractor This foregoing inst ume t was acknowledged before me this: Date: By: Richard B. Ladd ( Contractor ) Who Is personally k own to me, State of Florida County of( oran 117 OFFICIAL NOTARYSEA! PATRICIA COULTON NOTARY PUBLIC STATE OF Fi:p'_!s 9e ` i 4f. COMMISSION NO. DDl My COMMISSION EXP. JULY otary Public Sign ture a L OFF ., PATRICIOULTON ACNOTARYPUBLIC STATE OF FLORIDA COMMISSION NO. DD13030 MY COMMISSION EXP. ULY 26,2006 CITY OF SANFORD BUILDING DIVISIONSUBMITTALREQUIREMENTSFORRESIDENTIALBUILDING PERMIT p I, Two (2) recent boundary and building location surveys showing setbacksfromallstructurestopropertylinesforpermitforstructures (not fences) p 2, Two (2) complete sets of construction design drawings drawn to scale, Complete sets to include: x. Foundation plan indicating footer sizes for all be walls, Provide side view details of these footers with reinforcement bar replacement. b, Floor plan Indicating interior wall partitions and room Identification, room dimensions, door, window, and/or opening sizes, smoke detector, location(s), landings, decks and stairs. Bathroom fixtures and distances from walls are to be shown. Note the State of Florida requirements for bath door for compliance of Handicapped Code (F.S. 553, Part 5) C. Elevations of all exterior walls, east, west, north and south. Finish floor elevation height as per City Engineering Department or subdivision plat. d. Cross sections of all wall sections to be used in the structure. Bearing non -bearing Inter and exterior. Show all components of wall section. e. Framing plan for floor Joists where conventionally framed. Plan to Indicate span, size and species of materials to be used. f. Engineered truss plan with details of bracing. Engineered beams for spacing openings to carry and support trusses. g. Stair details with tread and riser dimensions, stringer size, methods of attachment, placement ofhandrails and guardrails. h. Square footage table showing footagest Garages/Carports _ _„' --S.F. Porch(s)/Entry(s) S.F. a Patio(s) S.F. Conditioned structure S.F. Total (Gross Area) S.F. 3. Three (3) sets of completed Florida Energy Code Forms (Form 600-A-97) 4. Soil analysis and/or soil compaction report. If soils appear to be unstable or if structure to be built on fill, a report may be requested by the Building Official or his representative. 5. Other submittal Documents: it. Utility letter or approval when public water supply and/or sewer system connection to be made. b. Septic tank permit to be obtained from Seminole County Health Department att 400 W. Airport B1vd,Sanford, Fl (407) 665.3600. c. Arbor permit when trees to be removed from property. Contact the City Engineer for details regarding the arbor ordinance and permit. 6. Application to be completed thoroughly and signatures provided by a licensed and Insured contractor. OWNEWBUILDER MUST APPEAR 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 Set 10. Framing 11, Tenant Separation / firewall 12. Insulation, walls and/or callings 13. Electrical final, mechanical final and plumbing final 14. Building final . 15, Other DATE 02 © SIGNATURE Iiy own) or Authorize gent) IAPJ P' U 1iTF t?!_ Sentricon* Colony Elimination System Pretreatment Plan Agreement Date of Install Contract Number PUCHASERS NAME AND ADDRESS Name Address`, 1flZ Clty/State/Zip--alA,D 1:1 32 2Z Phone & Email INSTALLATION ADDRESS,. LOT SPECIAL OR ADDITIONAL COMMENTS Quarterly Payment Amount'+ First payment due on the Install Anniversary ate) 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 yi"K2/S l ' 17C si nY a NOTIFICATION STICKER LOCATED; DAMAGE REPAIR WARRANTY From the date of installation of the Sentricon* Colony Elimination System, Apex will, warrant the structure(s) against subterranean termite damage. If subterranean termite damage occurs to the describedpropertyduringthewarrantyperiod, Apex will, upon notification and Inspection, arrange for the necessary repairs and paythecostoflaborandmaterialsnottoexceed $1,000,000. Apex may chemically treat the affected area of the property at noadditionalcosttotheCustomer, THE UNDERSIGNED CONSENTS TO AND AUTHORIZES THE WORK CONTEMPLATED HEREIN, AND FURTHERAGREESTHATTHETERMSANDCONDITIONSSTATEDONEITHERSIDEOFTHEAGREEMENTSHALLGO!'El3N'IzHE RELATIONSHIP OF THE PARTIES. Apex Representative Signature Date ustomer or Agen Signature Date Apex Pest Control Inc., (Apex) will, In substantial compliance with all federal, state, and local laws, rules, and regulations, and ' all applicable recommendations contained In literature provided by DowElancotI. Install Sentricon* stations (the Stations) In the soil around the outside perimeter of the structure(s), 2. monitor those Stations for twelve months from the date hereoft3. during those years, add Recruit* termite bait and remove it from the Stations as appropriate; and4. during those years, Inform the 'Customer oft a. any new or Increased termite activity noted at the Stationsb. any addition or. removal of Recruit* of Recruit* termite bait; andc. any observed effect of the Sentricon* Colony Elimination System (Sentricon) on termite activity. The Company will extend this Service Commitment following the original twelve month obligation. ThePretreatmentPlanmaymaintainedfortheLIFETIMEoftheIdentifiedpropertysubjecttothetersandconditi nsofthisagreement forerquarter3moperiod) q ( P ) payable on or before the end of the previous monitoring period. After. thefifthyear, and each year thereafter, Apex reserves the right to revise the quarterly payment amount, not to exceed 10% peryear, The Customer warrants full cooperation with Apex during the term of this Agreement, and agrees to maintain the rrea(s) baitedfreefromanyfactorscontributingtoInfestationsuchaswood, trash, lumber, direct wood soil contact, standing water, . underpiertypestructure, or as noted In "Special or Additional Comments", The Customer agrees toeliminate faultyplumbing; leaks; dampness from drains; condensation or leaks from the root olr so otherwise Into, notify, n Aex of an oporunderthe area(s) baited, At no time will damage caused to any portion(s) of the Structure(s), even by an active wood destroying. InsectInfestation, be the responsibility of Apex In areas where any of the conditions described In'thts Paragraph exist. Failure ofApextoalerttheCustomertoanyoftheaboveconditionsdoesnotaltertheCustomersresponsibilityunderthisararaDISCLAIMER: COMPANY DISCLAIMS ALL OTHER WARRANTIES, WHETHER EXPRESS 0 A g PD INCLUDINGSTATUTORYWARRANTIES, AND SPECIFICALLY DISCLAIMS ANY ,IMPLIED W R IMPLIED; MERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE, OR W ARRAINTES. OF FURTHER, COMPANY HAS MADE NO + WARRANTY OF WORKMANLIKE SERVICE, SERVICEPROVIDEDHEREUNDERTHATHASCREATEDCORAMOUNTEDTTINGTOTHEPRODUCTOR . CustomerexpresslywaivesandreleasesanyclaimsInanylawsuit, arbltratIon or other legal rosAN eEXPRESSagainst WARRANTY, negligence, torts, personal Injury, death, violation of any statute, rule, or regulation, loss of use, diminution of value, compensatory, incidental, consequential, exemplary, gApex for event shall Apex be liable for any amount greater that amount plaid by the Customer t Ale, orcexforlal he sev any kind, and Informe . Pservicetobeperformed. SENSITIVITY/PHYSICAL FACTORSt Customer understands and agrees that (I)It Is the responsibility of all family members, visitors, guests, and/or other temporary or permanent occupants to consult a physician If necessary regarding any affects the Property treatment may have and (2)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. t. DOWELANCO OWNERSHIP OF SENTRICON* SYSTEM COMPONENTS: The Customer understands that: All components of the Sentricon *System (Co.mponents).are and will remain to property of DowElanco. The Customer has no rights to any of the Components, and the Purchaser may not alter, remove, or modify the components In any way, other than the right to their use as Installed by Apex on the Customer's premises under this agreement. 2, On expiration or termination of this Agreement, Apex and DowElanco.. or. Its representative are authorized by the Customer to retrieve from the Customer's premises the Stations and other Components contained therein for appropriate disposition, 3, If Apex, for whatever reason, ceases to represent or to be authorized to represent, the Sentricon* System a, Apex wlilt (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, and; (5)retrieve, or advise DowElanco'or Its representatives where to retrieve, the Components from the Customer's premises; and b, the Customer will; (1)grant Apex and DowElanco or its representative reasonable access to the premises for the retrieval of the Components; and; (2)elther agree with Apex on the use of a different form of termite control or elect to discontinue this relationship. ADDITIONS AND/OR ALTERATIONS This Agreement covers the Structure(s) identified herein as of the date of the Initial installation, Prior to; (1)the Structures) being structurally modified, altered, or otherwise changed or; (2) to any termiticlde being applied on or close to the location of any Station, or; (3) soil is removed or added around the foundation, or; (4) any tampering,of baiting equipment or supplies occurs, the Customer will Immediately notify Apex In writing. Failure to notify Apex in writing of the events listed above may void this Agreement. Additional services because of any alteration, addition, or other such event, may be provided by Apex at the Customers expense, and may require and adjustment In the annual fee. DAMAGE RELATED TO SERVICE Apex will exercise due care while performing any work hereunder In avoidance of damaging any part of the Customer's property, plants, or animals. Under no circumstances or conditions shall Apex be responsible for damage caused at the, time the work is performed except those damages resulting from gross negligence on the part of Apex. PAYMENT/DEFAULT, All payments due pursuant to this Agreement shall be made at the Apex Corporate Headquarters located In Merritt Island, Brevard County, Florida. In the event of failure to make payment when due, or any other default by Customer (1) Apex maywithoutnotice, terminate this Agreement and pursue all other available remedies, which shall be cumulative, and (2) Interest shall accrue at the highest rate allowed by law during the period of any delinquency, and (3) Customer agrees to pay all costs and attorneys fees Incurred byApex, whether or not suit is brought. VENUE/SEVERABILITY. Venue for any and all legal proceedings shall be In Brevard County, Florida, If any part of this Agreement IsholdtobeInvalidorunenforceableforanyreason, the remaining terms and conditions of this Agreement shall remain In full force and. effect. CHANGE IN LAW. In the event of a change in applicable law as It pertains to the services promised herein, Apex reserved the right to revise the annual extension charge or terminate this Agreement, DISCLAIMER/CONDUCIVE CONDITIONS Apex's liability under this Agreement will be terminated if Apex is prevented from fulfillingItsresponsibilitiesunderthetermsofthisAgreementbyanyreasonofdelaysIntransportation, shortages of fuel/or materials, sttikes, embargoes, fires, floods, hurricanes, storms, quarantine restrictions, or any other act of God or circumstances beyond the control of Apex, Apex disclaims any liability for special, incidental, or consequential damages. This Agreement does not cover and Apex will not beresponsiblefor; (1)termlte damage resulting from water leakage; (2)termite damage resulting from masonry failure or grade alterations; 3)termite damage resulting from direct wood to soil contact; (4)furniture and contents; (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 hereunder; 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' th(' provisions of the Uniform Arbitration Act as in force In the State of Florida, or the Federal Arbitration Act, 9 U.S.C. section 1, et sea, Th( proceeding shall be governed by one arbitrator, and the location of arbitration will be Brevard County, Florida at the offices of Apex or it: designee. The arbitrator will have the complete power to determine all Issues of fact and law, and any determination of the arbitrators wilbefinalandconclusive, and binding on both parties. Customer agrees that any such arbitration shall be conducted on an Indlvldualblsisandnotaclasswidebasis. Apex shall recover all fees, costs, and attorneys fees associated with the arbitratlon proceeding, ENTIRE AGREEEMENT. The service Agreement signed at the time of purchase constitutes the entire Agreement between the parties an( no other representations of statements will be binding on the parties. REFUNDS. Apex at any time on or after 36 (thirty-six) months from the Initial date of Installation, terminate this Agreement and brellevedofanyliabilityhereunderIfApexdetermines, In Its sole discretion, that it is unable to prevent or stop further damage to Propertfromsubterraneantermiteactivity, Partial refunds maybe made under the discretion of Apex Pest Control Inc. NOTICE OF CLAIMS, ACCESS TO PROPERTY. Any claims under the terms of this Agreement must be made. Immediately in writing tTheApexCorporateOffice. Apex Is only obligated to perform under this Agreement If the Customer allows Apex access to the idwinePropertyforanypurposecontemplatedbythisAgreement, including but not limited to rc•lnspectlon, whether the inspection was requcstcbytheCustomerorconsiderednecessarybyApex. LIMITED ASSIGNABILITY. This Agreement Is assignable by Customer fora eriod of 1 one ) year from Is effectie date, Initial 12 (twelve) month period, Customer may transfer or assign this Agreement with a transfer feet After thirty) days of the transfer of the treated Property. feepayableto Apex Trademark of DowElanco Brevard Area 508 S Plumosa St., Merritt Island, FL 32952 407.459. 2847 00.929. 2847 Orlando Area 7006 Stapolnt Ct. #G Wlnterpark, FL 32792 407.8S8. 0540 888.764. 2847 Tampa/Sarasota Area 5314 Faulkenburg Rd N Tampa, FL 33510 813.221. 2847 877-459. 2847 FORM 60GA-2001' t FLORIDA RGY FICI C FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 1732 Builder: DR` HORTON Address: 9` 7 Cl CZ ` C Permitting Office: City, State: S r Zd.eS( V t` (, 5a-7_3 Permit Number: Owner: .P . 400iC Jurisdiction Number: Climate Zone: Central 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 36.0 kBtu/hr - 3. Number of units, if multi -family I - SEER: 12.05 _ 4. Number of Bedrooms 4 _ b. N/A 5. Is this a worst case? No 6. Conditioned floor area (ft2) 1732 ft2 c. N/A 7. Glass area & type a. Clear - single pane 207.0 ft2 - 13. Heating systems b.. Clear - double pane 0.0 112 _ a. Electric Heat Pump Cap: 36:0 kBtu/hr . - c. Tint/other SHGC - single pane 0.0 ft2 _ H$PF: 7.65 _ d. Tint/other SHGC - double pane 0.0 ft2 b. N/A 8. Floor types a: Slab -On -Grade Edge Insulation R=0.0, 202.0(p) ft - c. N/A b. N/A c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallons _ a. Concrete, Ext Insul, Exterior R=3.0, 1224.0 ft2 _ EF: 0.86 _ b. Frame, Wood, Exterior R=11.0, 56.0 ft2 _ b. N/A c. Frame, Wood, Adjacent R=11.0, 328.0 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=19.0, 1883.0 ft2 - 15. HVAC credits PT, _ b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. Ali: Garage Sup. R=6.0, 170.0 ft _ MZ-C-Multizone cooling, b. N/A MZ-H-Multizone heating) Total as -built points: 26482 P ASSGlass/Floor Area: 0.12 Total base points: 27662 PAS hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: DATE:' _02 I hereby certify that this building, as designed, is in compliance with the Flori a EnVgyode. OWNER/AGT:v DATE: Review of the plans and TM Sr specifications covered by this o4 4T. calculation indicates compliance with the Florida Energy Code. 1 '«« Before construction is completed P4I I a this building will be inspected for compliance with Section 563.908 Florida Statutes. Gov wE BUILDING OFFICIAL: PL WED DATE: ON EnergyGaugeO ( Version: FLRCSB v3.2) FORM 60OA-2001 s SUMMER CALCULATIONS ao Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points 18 1732.0 25.78 8037.2 Single, Clear NE 1.0 5.0 23.0 43.65 0.95 957.0 Single, Clear NW 1.0 5.0 23.0 37.74 0.95 828.2 Single, Clear SE 1.0 5.0 16.0 56.64 0.94 849.4 Single, Clear SE 1.0 5.0 16.0 56.64 0.94 849.4 Single, Clear SW 1.0 5.0 32.0 52.82 0.94 1584.9 Single, Clear SW 1.0 4.0 10.0 52.82 0.89 471.4 Single, Clear SE 1.0 3.0 10.0 56.64 0.81 459.4 Single, Clear SW 1.0 7.0 54.0 52.82 0.98 2799.6 Single, Clear SE 1.0 5.0 23.0 56.64 0.94 1221.1 As -Built Total: 207.0 10020.5 WALL TYPES Area X BSPM Points Type R-Value Area X SPM Points Adjacent 328.0 0.70 229.6 Concrete, Ext Insul, Exterior 3.0 1224.0 0.70 856.8 Exterior 1280.0 1.90 2432.0 Frame, Wood, Exterior 11.0 56.0 1.90 106.4 Frame, Wood, Adjacent 11.0 328.0 0.70 229.6 Base Total: 1608.0 2661.6 As -Built Total: 1608.0 1192.8 DOOR TYPES Area X BSPM Points Type Area X SPM Points Adjacent 18.0 1.60 28.8 Exterior Insulated 20.0 4.80 96.0 Exterior 20.0 4.80 96.0 Adjacent Insulated 18.0 1.60 28.8 Base Total: 38.0 124.8 As -Built Total: 38.0 124:8 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Attic 1732.0 2.13 3689.2 Under Attic 19.0 1883.0 2.82 X 1.00 5310.1 Base Total: 1732.0 3689.2 As -Built Total: 1883.0 5310.1 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 1732.0 14.31 24784.9 1732.0 14.31 24784.9 EnergyGaugeO DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS:,,, PERMIT #: BASE AS -BUILT Summer Base Points: 32874.1 Summer As -Built Points: 34989.3 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) 34989.3 1.000 1.087 x 1.150 x 1.00) 0.283 0.950 11758.5 32874.1 -0.4266 14024.1 34989.3 1.00 1.250 0.283 0.950 11758.5 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 FF- FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #` I BASE AS -BUILT GLASS TYPES 18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Points 18 1732.0 5.86 1826.9 Single, Clear NE 1.0 5.0 23.0 12.00 1.00 276.1 Single, Clear NW 1.0 5.0 23.0 12.23 1.00 280.7 Single, Clear SE 1.0 5.0 ` 16.0 8.34 1.03 137.7 Single, Clear SE 1.0 5.0 16.0 8.34 1.03 137.7 Single, Clear SW 1.0 5.0 32.0 9.22 1.02 300.4 Single, Clear SW 1.0 4.0 10.0 9.22 1.03 95.1 Single, Clear SE 1.0 3.0 10.0 8.34 1.09 90.8 Single, Clear SW 1:0 7.0 54.0 9.22 1.01 500.9 Single, Clear SE 1.0 5.0 23.0 8.34 1.03 198.0 As -Built Total: 207.0 2017.4 WALL TYPES Area X BWPM Points Type R-Value. Area X WPM Points Adjacent 328.0 1.80 590.4 Concrete, Ext Insul, Exterior 3.0 1224.0 2.80 3427.2 Exterior 1280.0 2.00 2560.0 Frame, Wood, Exterior 11.0 56.0 2.00 112.0 Frame, Wood, Adjacent 11.0 328.0 1.80 590.4 Base Total: 1608.0 3150.4 As -Built Total: 1608.0 4129.6 DOOR TYPES Area X BWPM Points Type Area X WPM Points Adjacent 18.0 4.00 72.0 Exterior Insulated 20.0 5.10 102.0 Exterior 20.0 5.10 102.0 Adjacent Insulated 18.0 4.00 72.0 Base Total: 38.0 174.0 As -Built Total: 38.0 174.0 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points Under Attic 1732.0 0.64 1108.5 Under Attic 19.0 1883.0 0.87 X 1.00 1638.2 Base Total: 1732.0 1108.5 As -Built Total: 1883.0 1638.2 FLOOR TYPES Area. X BWPM Points Type R-Value Area X WPM Points Slab 202.0(p) 1.9 383.8 Slab -On -Grade Edge Insulation 0.0 202.0(p 2.50 505.0 Raised 0.0 0.00 0.0 Base Total: 383.8 As -Built Total: 202.0 505.0 INFILTRATION Area X BWPM Points Area X WPM Points 1732.0 0.28 485.0 1732.0 -0.28 485.0 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB 0.2 FORM 60OA-2001 INTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: ... PERMIT #: BASE AS -BUILT Winter Base Points: 5391.0 Winter As -Built Points: 7979.2 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points DM x DSM x AHU) 7979.2 1.000 1.078 x 1.160 x 1.00) 0.446 0.950 4229.0 5391.0 0.6274 3382.3 7979.2 1.00 1.250 0.446 0.950 4229.0 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®IFIaRES'2001 FLRCSB v3.2 FORM 600A-2001 y WATER HEATING & CODE COMPLIANCE' STATUS Residential Whole Building Performance Method A - Details 9 0 ADDRESS:... PERMIT #: BASE AS -BUILT WATER HEATING Number of X Multiplier Total Tank EF Number of X Tank X Multiplier X Credit Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2564.00 10256.0 50.0 0.86 4 1.00 2623.63 1.00 10494.5 As -Built Total: 10494.5 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling Points Heating + Hot Water = Total Points Points Points 14024 3382 10256 27662 11759 4229 10495 26482 yojZHE ST4jl a da EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 600A-2001 Code C®rnpliance Checkiast Residential Whole Building Performance Method A - DetailsJ 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/sq.ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC. rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES Imust he met or PxrPPdPd by all rPsirlPnr_Pc_1 COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings; mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 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 EnergyGaugeO/FlaRES'2001 FLRCSB v3.2 ESTIMATED ENERGY PERFORMANCE SCORE* = 84.2 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: 36.0 kBtu/hr 3. Number of units, ifmulti -family I _ SEER: 12.05 _ 4. Number of Bedrooms 4 _ b. N/A 5. Is this a worst case? No 6. Conditioned floor area (ft') 1732 ft' c. N/A 7. Glass area & type a. Clear - single pane 207.0 ft' _ 13. Heating systems b. Clear - double pane 0.0 ft' _ a. Electric Heat Pump Cap: 36.0 kBtu/hr _ c. Tint/other SHGC - single pane 0.0 ft' _ HSPF: 7.65 _ d. Tint/other SHGC - double pane 0.0 ft' b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 202.0(p) ft _ c. N/A b. N/A c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallons a. Concrete, Ext Insul, Exterior R=3.0, 1224.0 ft' _ EF: 0.86 b. Frame, Wood, Exterior R=11.0, 56.0 ft' _ b. N/A c. Frame, Wood, Adjacent R=11.0, 328.0 W _ d. N/A c. Conservation credits e. N/A HR-Heat recovery, Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=19.0, 1883.0 ft' _ 15. HVAC credits PT, _ b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Garage Sup. R=6.0, 170.0 ft _ RB-Attic radiant barrier, b. N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) D Tt E spg? in this home before fmal inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. 9a°cBuilderSignature: Date: n3 y n j tr Address of New Home: ol l City/FL Zip:j C D ; L f`pcoD 45 1.vWF NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. Ifyour score is 80 or greater (or 86for a US EPA/DOE EnergyStarTmdesignation), your home may qualmsfor energy efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec.ucfedufor information and a list ofcertified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. EnergyGauge® (Version: FLRCSB v3.2) E RIGHT-J LOAD AND EQUIPMENT SUMMARY File name: 1732 . bld For: D . R .. HORTON By: DEL AIR HEATING,AIR CONDITIONING,REFRIGERATION 109 COMMERCE STREET LAKE MARY FL 32746-6206 407) 831-2665 WINTER DESIGN CONDITIONS Outside db: 38 Deg F Inside db: 70 Deg F Design TD: 32 Deg F HEATING SUMMARY Bldg. Heat Loss 29416 Btuh Ventilation Air 0 CFM Vent Air Loss 0 Btuh Design Heat Load 29416 Btuh INFILTRATION Method Simplified Construction Quality Average Fireplaces 0 HEATING COOLING Area (sq.ft.) 1732 1732 Volume (cu.ft.) 13856 13856 Air Changes/Hour 0.8 0.4 Equivalent CFM 185 93 HEATING EQUIPMENT SUMMARY Make ' TRANE Model Type Efficiency / HSPF 6.90 Heating Input 0 Btuh Heating Output. 0 Btuh Heating Temp Rise 0 Deg F Actual Heating Fan 1200 CFM Htg Air Flow Factor, 0.041 CFM/Btu Space Thermostat 11/16/98 Job# 1732 Wthr Orlando -AP FL Zone Entire House SUMMER DESIGN CONDITIONS Outside db: 93 Deg F Inside db: 75 Deg F Design TD: 18 . Deg F Daily Range M Rel. Hum.: 50 Grains Water 44 gr SENSIBLE COOLING EQUIP LOAD SIZING Structure 22883 Btuh Ventilation 990 Btuh Design Temp. Swing 3.0 Deg F Use Mfg. Data n Rate/Swing Mult. 1.00 Total Sens Equip Load 23873 Btuh LATENT COOLING EQUIP LOAD SIZING Internal Gains 1380 Btuh Ventilation 1496 Btuh Infiltration 2769 Btuh Tot Latent Equip Load 5 64 5 Btuh Total Equip Load _ 29518 Btuh COOLING EQUIPMENT SUMMARY Make TRANE Model Type COP/EER/SEER 10.30 Sensible Cooling 35500 Btuh Latent Cooling 0 Btuh Total Cooling 35500 Btuh Actual Cooling Fan 1200 CFM h Clg Air Flow Factor 0.052 CFM/Btuh Load Sens Heat Ratio 85 MANUAL J: 7th Ed. RIGHT-J: VI 3 . 0 . 12 S/N 10315 Printout certified by ACCA to meet all requirements of Manual Form J d RIGHT-J CALCULATION PROCEDURES A, B, C, D Job #: 1732 Fide name: 1732 . bld Zone: Entire House Procedure A Winter Infiltration HTM Calculation* 1. Winter Infiltration CFM 0.8 AC/HR x 13856 Cu.Ft. x 0.0167= 185 CFM 2. Winter Infiltration Btuh 1.1 x 185 CFM x 32 WinterTD = 6516 Btuh 3. Winter Infiltration HTM 6516 Btuh / 245 Total Window = 26.6 HTM and Door Area Procedure B - Summer Infiltration HTM Calculation* I Summer Infiltration CFM 0.4 AC/HR x 13856 Cu.Ft. x 0.0167= 93 CFM, 2. Summer Infiltration Btuh 1.1 x 93 CFM x 18 SummerTD = 1833 Btuh 3. Summer Infiltration HTM 1833 Btuh / 245 Total Window = 7.5 HTM and Door Area Procedure C - Latent Infiltration Gain J' 0.68 x 44 gr.diff. x Procedure D - Equipment Sizing Loads 93 CFM = 2769 Btuh 11/16/98 1. Sensible Sizing Load Sensible Ventilation Load 1.1 x 50 Vent.CFM x 18 SummerTD 990 Btuh Sensible Load for Structure (Line 19) 22883 Btuh Sum of Ventilation and Structure Loads 23873 Btuh Rating and Temperature Swing Multiplier x 1.00 RSM Equipment Sizing Load - Sensible 23873 Btuh 2. Latent Sizing Load Latent Ventilation Load 0.68 x 50 Vent.CFM x 44 gr.diff. 1496 Btuh Internal Loads = 230 x 6 No. People 1380 Btuh Infiltration Load From Procedure C 2769 Btuh Equipment Sizing Load - Latent 5645 Btuh Construction Quality is: a No. of Fireplaces is: 0 MANUAL J: 7th Ed. RIGHT-J: V 3 . 0 . 12 S/N 10315 Printout certified by ACCA to meet all requirements of Manual Form J I 1732 Job# 1732 Zone: Entire House 11/16/98 INatneofRoom Entire House BR 4 FAM LAUNDRY I2 Running Ft. Exposed Wall( 202.0 Ft. I 29. 0 Ft. 41 . 0 Ft. 7. 0 Ft. 3 Room Dimensions, Ft. 0.0 1. 13.5 x 12.0 FI. 20.0 .x 20.0 F,. 7.0 x 9. 0 Ft. 41 Ceihtgs, Ft Condit. Option 8. 0 heat/cool d 8.0 heat/cool 8.0 heat/cool 8.0 heat/cool TYPE OF CST HTM Area Btuh Area Bluh Area Btnh Area Btuh EXPOSURE NO. Htg Clg Length Htg Clg Length Htg Clg Length Htg Clg Length Hig Clg 5 Gross a 14C 2.5 1.1 1224 232 sat 112 x»r,a 0 tata ssta Exposed b 12C 2.9 1.9 56 aaaa asas 0 as»» aata 56 sari xaaa 0 tact ass: Walls and c 13C 3.2 1.2 328 0 ax 152 ta xaaa 56 sa tsa Partitions d 0.0 0.0 0 xsaa a»*» 0 aria axaa 0 as+a aria 0 ataa aaa e 0.0 0.0 0 aaaa rats 0 aaaa aaaa 0 xa*» xa 0 aa as»s f100.0 0.0 0 aria sass 0 axaa aaaa 0 xaaa s»aa aaa asas 6 Windows and a 1C 37.0 153 5655 23 850 23. 850 0 0 Glass Doors b 8C 37.0 54 1996 0 0 0 0 0 0 Heating c 9A 29.9 0 0 0 0 s»as 0 0 0 0 d 0.0 0 0 0 0 0 0 0 0 e 0.0 0 0 aaa 0 0 sa 0 0 ataa 0 0 as»» f D. 0 0 0 0 0 0 0 0 7 Windows and North 22.0 19 aas 429 0 0 0 aaaa 0 0 s»*» 0 Glass Doors NE/NW 41.0 96 1886 23 993 23 993 0 0 Cooling E/W 0.0 0 0 0 0 0 0 0 0 SE/SW 49.0 142 6934 0 0 0 0 0 0 South 0.0 0 0 0 0 0 Florz 0.0 0 0 0 0 0 0 0 0 8 Other doors a 10D 14.7 9.9 38 559 378 0 0 0 20 294 199 18i 265 179 b 10D 14.7 9..9 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14C 2.5 1.1 1017 2506 1120 209 515 230 89 219 98 0 0 0 Exposed. b 12C 2.9 1.9 36 104 70 0 0 0 36 104 70 0 0 0 Walls and c 13C 3.2 1.2 310 977 363 0 0 0 152 479 178 38 120 99 Partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 1883 3194 4192 162 275 361 400 678 190 63 107 140 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 II Floors a 22A 25.9 0.0 202 5236 0 29 752 0 41 1063 0 7 181 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 26.6 7.5 245 6516 1833 23 612 172 43 1144 322 18 479 135 13 SubtotBtuhLoss=6+g._+11+12 a**» 26742 taaa sax 3003 4831 1152 t 14 DuctBlultLoss 10% 2674 10/1 300 10/ 483 10% 115 15 Total Bath Loss= 13+14 t*as 29416 aa ssaa 3304 t* 5314 1267 16 Int. Gains: People rr 300 6 1800 0 0 4 1200 0 0 Appl. u. 1200 2 1800 0 0 0 0 1 600 17 Subtot RSH Gain=7+8..+12+16 txaa aaaa 20803 axta asa 1706 ata asas 3900 ss» a»as 1098 13 Duct'BtuhGain 10/1 2090 10/, 171 10 , 390 10/1 110 19 Total RSH Gain=(17+18)*PLF 1.00 22883 1.00 1876 1. 00 4290 1.00 1208 20I CFMAir Required I aa I 12001 12001 I 1351 981 s*** I 2171 2251 I 521 61 Printout certified by ACCA to meet\all requirements of Manual J Form L_ .-...- - 1732 Job# 1732 Zone: Entire House 11/16/98 I Name of Room BR 2 BR 3 M/BR M/BTH 2 Ruining Ft. Exposed Wall I 27.0 Ft. I 11.0 Ft. 32. 0 Ft. 10. 0 Ft. 3 Room Dimensions, Ft. 13. 0 x 12. 0 Ft. 11.0 x 15. 0 Ft. 13.0 x 17.0 Ft. 10. 0 x 15. 0 Ft. 4 Ceiings,Ft Condit. Option 8.0 heat/cool 8.0 heat/cool 8.0 heat/cool 8.0 heat/cool TYPE OF CST HTM Area Btuh Area Buth Area Bath Area Bath EXPOSURE NO. Htg Clg Length Htg Clg Length Htg Clg Length Htg Clg Length Htg I Clg 5 Gross a 14C 2.5 1.1 96 rif 88 256 80 ii tis Exposed b 12C 2.9 1.9 0 i# ssf 0 ssf p i t#+i 0 Walls and c 13C 3.2 1.2 120 ss•s t#fs p 0 s# s##{ 0 Partitions cl 0.0 0.0 0 0 i«si ss#: 0 sfiw ss: 0 e 0.0 0.0 0 t rrt 0 iws# i«t# 0 sss iiss 0 is ssts f I 0.01 0.0 0 sss{ st, 0 ist# iii. 0 t.s: i:f+ 0 6 Windows and a 1C 37.0 16 591 16 591 32 1183 10 370 Glass Doors b 8C 37.0 0 0**** 0 0**** 0 0++'• 0 0*++* Heating c 9A 29.9 i 0 0 isi 0 0' i#iw 0 0 ttss 0 0 iiss d 0.0 0 0 lift 0 0 isi. 0 0 i#{f 0 0 siif e 0.0 0 0 0 0 0 0 0 0 f 0.0 0 0 0 0 f##t 0. 0 ssti 0 0 srr 7 Windowsand North 22.0 2 44 2 44 4 89 2 35 Glass Doors NE/NW 41.0 0 0 0 0 0 0 0 0 Cooling E/W 0.0 0 0 0 0 0 0 0 0 SE/SW 49.0 14 685 14 685 28 1370 8 413 South 0.0 0 0 0 0 0 0 0 0 Hotz 0.0 0 0 0 0 0 0 0 0 8 Other doors a l OD 14.7 9. 9 0 0 0 0 0 0 0 0 0 0 0 0 b I IOD 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14C 2.5 1.1 80 197 88 72 177 79 224 552 247 70 172 77 Exposed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0 Wells and c 13C 3.2 1.2 120 378 140 0 0 0 0 0 0 0 0 0 titions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 156 265 347 165 280 367 221 375 492 150 254 334 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 II Floors a 22A 25.9 0.0 27 700 0 11 285 0 32 829 0 10 259 0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0b c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 26.6 7.5 16 426 120 16 426 120 32 851 239 10 266 75 13 Subtot Btuh Loss=6+8.,+1 I+12 2556 1759 3790 w{ss iwwi 1322 14 Duct Btuh Loss 101/1 256 10°/ 176 10/1 379 10% 132 15 Total Birth Loss= 13+14 2812 1935 4169 1454 16 InL Gains: People @ 300 0 0 0 0 1 300 0 Appl. @ 1200 0 isis 0 0 ii«# 0 0 ti## 0 0 lit 0 17 Subtot RSH Gain=7+8..+12+16 1425 1296 2737 933 18 Duct Btuh Gain 10% 142 101/ s 130 10% 274 10%, 93 19 Total RSH Gain=(17+18)*PLF 1.00 1567 1.00 1425 1.00 3011 1 . 00 1027 20I CFM Air Required I I 1151 821 I 791 75 I 1701 1581 591 54 Printout certified by ACCA to meet all requirements of Manual J Form MANUAL J: 7th Ed. RIGHT-J: V 3.0.12 S/N 10315 RIGHT-J WINDOW DATA Job#: 1732 Filename: 1732.bld 11/16/98 i' 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 BR 4 a n ne a c n n d y 1 90 1.0 1.0 1.0 5.0 41.0 23.0 0.0 FAM a n nw a c n n d y 1 90 1.0 1.0 1.0 5.0 41.0 23.0 0.0 LAUNDRY BR 2 a n se a c n n d y 1 90 1.0 1.0 1.0 5.0 49.0 16.0 2.0 BR 3 a n se a c n n d y 1 90 1.0 1.0 1.0 5.0 49.0 16.0 2.0 M/BR I a n sw a c n n d y 1 90 1.0 1.0 1.0 5.0 49.0 32.0 4.0 M/BTH a n sw a c n n d y 1 90 1.0 1.0 1.0 4.0 49.0 10.0 1.6 BTH KICTHEN a n se a c n n d y 1 90 1.0 1.0 1.0 3.0 49.0 10.0 2.1 b n sw a c n n d y 1 90 1.0 1.0 1.0 7.0 49.0 54.0 4.9 DINING a n se a c n n d y 1 90 1.0 1.0 1.0 5.0 49.0 23.0 2.9 r 1732 Job# 1732 Zone: Entire House 11/16/98 Name ofRoorn BTH KICTHEN DINING 2q3I Running Ft -Exposed Wall I 0. 0 Ft. I 31 .0 Ft. 14.0 Fl. Ft. Room Dimensions, Ft. 9.0 x 10.0 Ft. 16. 0 x 14 . 0 FI. 14.0 x 18.0 Ft. x Ft. 4 Ceiings, Ft Condit. Option 8.0 heat/cool 8.0 heat/cool 8.0 heat/cool TYPE OF CST IITIM Area Btuh Area Btuh Area Bluh Area Btuh EXPOSURE NO. Htg I CIg Length Htg Cig Length Htg Clg Length Htg Clg Len6rth Hig Clg 5 Gross a 14C 2.5 1.1 0 s## si, 248 112 Exposed b 12C 2.9 1.9 0 0 iiii ii„ 0 Walls and c 13C 3.2 1.2 0 i 0 xs#i sii 0 Partitions d 0.0 0.0 0 i#ii YtY 0 xi#i xi#+ D e 0. 0 0.0 O i#i sii, 0 ixi iii 0 i+# f 0.01 0.0 0 ii»» x### 0 sii# s#x 0 6 Windows and a 1C 37.0 0 0 10 370 23 850 is Glass Doors b 8C 37.0 0 0 54 1996 0 0 Heating c 9A 29.9 0 0 0 0 0 0 d 0.0 0 0 0 0 iii 0 0 e 0.0 Y# 0 0 YY#Y 0 0 isiY 0 0 i#kt 4+st f 0.0 Yx 0 0 iii+ 0 0 iiii 0 0 7 Windows and North 22 .0 0 0 7 153 3 64 Glass Doors NE/NW 41.0 0 0 0 0 0 0 Cooling E/W 0.0 0 0 0 0 0 0 SE/SW 49.0 0 0 57 2795 20 985 South 0.0 0 0 0 0 0 0 Hruz 0.0 0 i,i 0 0 i#i# 0 0 i„ 0 si# 3 Other doors a l OD 14.7 9.9 0 0 0 0 0 0 0 0 0 b 1 1OD 14.7 9.9 0 0 0 0 0 0 0 0 0 9 Net a 14C 2.5 1.1 0 0 0 184 453 203 89 219J98Exposedb12C2.9 1.9 0 0 0 0 0 0 0 0Wallsandc13C3.2 1.2 0 0 0 0 0 0 0 0 Partitions d 0.0 0.0 0 0 0 0 0 0 0 0 o e 0.0 0.0 0 0 0 0 0 0 0 0 0 r 0.0 0.0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 90 153 200 224 310 499 252 427 561 b 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 11 Floors a 22A 25.9 0.0 0 0 0 31 804 0 14 363 0 b 0.0 0.0 0 0 0 0 0 0 0 0 o c 0.0 0.0 0 0 0 0 0 0 0 0 0 12 Infiltration a 26.6 7.5 0 0 0 64 1702 479 23 612 172 13 Subtot Btuh Loss=6+8..+11+12 153 5704 2471 14 Duct Btuh Loss 10% 15 10% 570 10% 297 15 Total Btuh Loss = 13+14 168 i,i 6275 2718 16 Int. Gains: People a 300 0 0 0 0 1 300 Appl. « 1200 0 0 1 1200 0 s 0 17 Subtot RSH Gain=7+3..+12+16 200 i, 5328 2180 IS Duct Btuh Gain r 10/1 20 100/' 533 10% 218 19 Total RSH Gain=(17+18)*PLF 1.00 220 1.00 5861 1.00 2398 s I20I CFM Air Required I I 71 12 i** I 2561 3071 I Ill 1261 I I I Printout certified by ACCA to meet all requirements of Manual J Form NliTek, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO 63017-5746 Telephone 314/434-1200 September 17, 2003 Fax 314/434 5334 The truss drawings referenced below, have been prepared under my direct supervision based on the parameters provided by Accu Span truss Company using MiTek 20/20 software. Pages or sheets covered by this seal : I4673734 thru I4673754. Total: 21 drawings. Job :DR1965F Builder :D.R. HORTON Location :STANDARD MODEL 1965, ELEVATION F County : S EM INOLE Truss Engineer :Junaidie Budiman, PE # 45161. Address :14515 North Outer Forty, Suite 300 Chesterfield, MO 63017 This serves as the cover sheet in conformance to Chapter 61G15-31 Section 003 of the Florida Board of Professional Regulation. This package include: 1) 21 Truss drawing. 2) Truss Index. September 17, 2003 Junaidie Iludiman, 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. TRUSS INDEX OF JOB DR1965F Trusses included=21 0,"\DR1965F\a.tre" 14673734 1,"\DR1965F\a11.tre" 14673735 2,"\DR1965F\a13.tre" 14673736 3,"\DR1965F\a15.tre" 14673737 4,"\DR1965F\a17.tre" 14673738 5,"\DR1965F\a19.tre" 14673739 6,"\DR1965F\a2.tre" 14673740 7,"\DR1965F\a7.tre" 14673741 8,"\DR1965F\a9.tre" 14673742 9,"\DR1965F\agl.tre" 14673743 1 0,"\DR1 965F\ag2.tre" 14673744 11,"\DR1965F\b.tre" 14673745 12,"\DR1965F\bg.tre" 14673746 13,"\DR1965F\cg.tre" 14673747 14,"\DR1965F\j,tre" 14673748 15,"\DR1965F\j1.tre" 14673749 16,"\DR1965F\k.tre" 14673750 17,"\DR1965F\1.tre" 14673751 18,"\0R1965F\m.tre" 14673752 19,"\DR1965F\sAre" 14673753 20,"\DR1965F\s1.tre" 14673754 I'll I V\ NO, 4.51E1 V STATE OF04 0R I'D April 1, 2003 WARNING - VsrVy design parameters and READ NOTES ON TMS AND REVERSE SIDE BEFORE USE. Design valid lot use only with MITek connectors. This design is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is lot lateral support of. Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bf'acing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-68 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI53719. Job russ suss Type ty y 14673734 DR1965F A ROOF TRUSS 16 111 Job Reference (o tional) s e e Industries, nc. on Mar age 1,:" 7-1-3 13-6-10 20.0-0 26-" 32-10-13 40-" V:2. F F I 1-0.0 7-1.3 6-5.6 8-5.8 6-5.6 6-5-6 7-1-3 1-0-0 Scale = 1:68.6 5.00 F12 5x6 5 5x8 i Us 4 6 20 N, 2x4 ,i 3 7 1 2 e 9' Cy 3xe — 14 13 12 11 10 3x8 = 30 = 3xe = 3x8 = 30 = 3x6 = 10314 20-0-0 29.8-2 40-0-0 10314 9-8-2 9.8-2 10314 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.75 Vert(LL) -0.28 12 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.91 Vert(TL) -0.63 10-12 >753 BCLL 0.0 Rep Stress Incr YES WB 0.59 Horz(TL) 0.16 8 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/defl - 360 Weight: 195 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-8-6 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-8-15 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-12, 6-12 REACTIONS fib/size) 2 -1951 /0-8-0, 8 =1951 /0-8-0 Max Horz 2--190(load case 5) Max Uplift2 = -809(load case 4), 8=-809(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3714, 3-4--3345, 4-5=-2354, 5-6=-2354, 6-7=-3345, 7.8=-3714, 8-9=14 BOT CHORD 2-14=3396, 13-14=2826, 12-13=2826, 11-12=2826, 10-11 =2826, 8-10=3396 WEBS 3-14=-410, 4-14=536, 4-12=-866, 5-12=1329, 6-12=-866, 6.10=536, 7-10=-410 NOTES 1) Unbalanced roof live loads have been considered for this design. 21 Wind: ASCE 7-98 per FBC2001; 120mph; h =18ft; TCDL = 4.2psf; BCDL = 5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL-1.33. 3) 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 Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert.#6634 tlWAR11i NG - VerW design pammetsrs and READ NOTES ON THIS AND AEVERSE WDE BEFORE USE. see 0 Design valid for use only with MiTek connectors. Thk design Is based only upon parameters shown, and Is for an IndNIduol building component to be Installed and loaded vertically. App$coblMy of dealgn parameters and proper Incorporation of component Is responsVilly of building designer - not truss designer. Bracing shown k for lateral support of Individual web members only. Additional temporary bracing to Insure sloblilty during construction it the responsibility of the erector. Additional permanent bNoing of the overall structure it the msponslblitty of the building designer. For general guidance regarding fabrication, quality control. storage, delivery, election and bracing, consult CST-88 Quality Standard, DS$-89 $racing Specification, and NI$-91 MiTek® Handling Instolllna and $roclng Recommendallon available hom Truss Plate Institute, 583 D'Onohb Drive, Madison, WI $3719. Symbols PLATE LOCATION AND ORIENTATION t 3A * 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 IA" from outside edge of a. truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nail Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS 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 4*e 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 r-ORM018,019 General Safety Motes 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 ponies.. 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. TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. _ 1993 Mtek Holdings, Inc. Job russ russ ype ty y 14673735 DR1965F All ROOF TRUSS 1 1 Job Reference to tionall sFebt o n ustnes, nc. on mar age it-0-q 5-9-14 +, 11.0.0 17-0.0 I 23-0.0 29-0-0 I 34-2-2 40.0-0 i1:21) 1 1-0.0 5-9-14 5-2-2 6.0.0 8-0-0 8-0-0 5.2-2 5.9.14 1-0-0 Scale = 1:69.8 Sx8 5x8 = 5x8 = 3x4 = 5.00 F12 4 5 8 7 20 20 i 3 a S 2 9 10Idd1 US = 15 14 13 12 11 3x8 — US = 3x4 = 3xa = 3x8 = 3x8 = If-" 20.0.0 29.0.0 40-0-0 11.0-0 9-0.0 9-0-0 11-0.0 Ste Offsets e LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.84 Vert(LL) -0.36 13 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.97 Vert(TL) -0.66 11-13 >715 BCLL 0.0 Rep Stress Incr YES WB 0.98 Horz(TL) 0.19 9 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/defl = 360 Weight: 192 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-5-8 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-7-4 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 =1951 /0-8-0, 9 =1951 /0-8-0 Max Horz 2—114(load case 4) Max Uplift 2=-763(Ioad case 2), 9=-763(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3770, 3-4=-3361, 4-5=-3129, 5-6=-3856, 6-7=-3129, 7-8=-3361, 8-9=-3770, 9-10=14 BOT CHORD 2-15=3439, 14-15=3798, 13-14=3798, 12-13=3798, 11-12=3798, 9-11 =3439 WEBS 3-15=-368, 4-15=872, 5-15=-854, 5-13=106, 6-13=106, 6-11 =-854, 7-11 =872, 8-11 =-368 NOTES 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 CASE(S) Standard Junaidie Budiman, Lic.#451fil MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert.#6634 d&WARNINO - VeroV design parameters and READ NOTES ON THIS AND REVERSE SIDE DEPORE USE. Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. AppBCability of design parameters and proper Incorporation of component k responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult QST-88 Quality Standard, OSI.89 tracing SpecifIcation, and HIB-91 Handling Installina and tracingRecommendation availableRecommendatiavailablefrom Truss Plate Institute, 593 D'Onollo Drive, Madison, WI53719. MiTek® 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 the plates to both sides of truss and building designer, erection supervisor, property pie securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2, Cut members to bear tightly against eachc2c other, o WEBS J5 a:3. Place plates on each face of truss at each For 4 x 2 orientation, locate i , ; , Q joint and embed fully. Avoid knots and wane plates/e" from outside edge of U O a at joint locations. truss and vertical web. aU o 4 . Unless otherwise noted, locate chords laces length(+ 6" fromat p14ceC6paneladjacentjoint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Comber is a non-structural consideration and Mffek/Gang•Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM 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, 40 1 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 withwhichbearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018,019 GANG-N u ® OfMRO,AIR® o rus Iruss I ype ty y 14673736 DR1965F A13 ROOF TRUSS 1 1 Job Reference (o all s e t o Industries, nc. on Mar age 11:2tq 6-9-14 F 13.0.0 17-M I 22-4-0 I 27.0.0 I 33-2-2 I 40-" 1-0-0 6-9.14 6-2-2 4-8-0 4.8.0 4-6-0 6-2-2 6.9-14 1.0.0 Scale = 1:69.e 5x6 = 2x4 II 3x4 = 5x6 = 4 5 6 7 5.00 12 2x4 \\ 20 3 8 d 1 2 9 101 g 3x8 — 16 15 14 13 12 11 Us — 3x4 = 3x6 = 3x8 = 3x4 = 34 = 30 = 9.1-14 ) 17.8.0 22-4-0 30.10-2 40.0.0FII 9-1-14 8.6-2 4.8-0 8.6-2 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 14 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.84 Vert(TL) -0.56 14-16 >844 BCLL 0.0 Rep Stress Incr YES WB 0.25 Horz(TL) 0.17 9 n/a BCDL 10.0 Code FBC2001 1st 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. SOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-5-10 oc bracing. WEBS2 X 4 SYP No.3 REACTIONS ( lb/size) 2 = 1951/0-8-0, 9 = 1951 /0-8-0 Max Horz 2=131(load case 4) Max Uplift2 = -735(load case 4), 9=-735(load case 5) FORCES ( Ib) - First Load Case Only TOP CHORD 1-2 =14, 2-3 = -3759, 3-4 = -3463, 4-5 = -3281, 5-6 = -3281, 6-7 = -3281, 7-8 = -3463, 8-9 = -3759, 9-10 =14 BOT CHORD 2-16=3436, 15-16=2877, 14-15=2877, 13-14=3281, 12-13=2877, 11-12=2877, 9-11 =3436 WEBS 3-16=-368, 4-16=554, 4-14=622, 5-14=-341, 6-14=-0, 6-13=-341, 7-13=622, 7-11 =554, 8-11 =-368 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially; MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1,33. 3 Provide adequate drainage to prevent water ponding. 4 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 735 lb uplift at joint 2 and 735 lb uplift at joint 9. LOAD CASE(S) Standard Junaidie Budiman, Lic. #4511 1 MiTek industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert. N6634 tl WARNING - Ver{ jy design parameters and READ NOTES ON IBM AND REVERSE SWE BEFORE USE. s•s Design valid for use only with MITek connectors. 1hk design Is based only upon parameters shown, and Is 1oi an Individual building component to be Installed and loaded veitlaaty. Applicability of design parameters and proper Incorpoiatlon of component Is iesponslblllty of building designei - not truss designer. Bracing shown Is loi loteral support of Individual web members only. Additional tempoiaty bracing to Insure stability duiing construction Is the responsibility of the erector. Additional permanent brbcing of the overall shuctute Is the responsibility of the building designer. Fat general guidance regarding lubrication, quality control, storage, deltveiy, election and bracing, consuit OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installing and Bracing Recommendation available tiom Truss Plate Institute, 583 D'Onohb Dili Madison, WI $3719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/, * Center plate on joint unless Damage Or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. 4 TOP CHORDS 2. Cut members to bear tightly against eachaQ other. o WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i , ; ; Q joint and embed fully. Avoid knots and wane plates IA" from outside edge of 0 o a y _ at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chord splices 114at panel length(+ 6" from adjacent joint.) C, C6 BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating formal refer to the AROUND THE TRUSS STARTING ATTHE 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, 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 MiTek® engineer. 15. Care should be exercised in handling, TM PANEL erection and installation of trusses, ` 1993 Mitek Holdings, Inc. CLIP FORM018,019 Q H=RO,AZR ®. r a Job Truss Truss Type City Ply D R HORTON 14673737 DR1965F A15 ROOF TRUSS 1 1 foDtional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Dec 17 2002 MiTek Industries, Inc. Tue Apr 01 11:07:26 2D03 Page 1 1.1:4 7-9-14 15-0-0 I 20-04) 25-0-0 32-2-2 40-0-0 41-0-q 1-0411 7-9-14 7-2-2 5-0-0 5-0-0 7-2-2 7-9-14 1.0.0 Scale - 1:6e.5 Sae 20 11 SA = 5.00 12 4 5 e 5.9 - 5re 3 7 m 2 8 8sdt 1d Sae = 14 13 12 11 10 Sae = 30 = 3A = 34 = 3re = 3.4 = 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 : 2:0-4-2 0-1-8 3:0-3-00-3-04:0-3-00-2-4 6:0-3-0 0-2-4 7:0-3-0 0-3-0 8:04-2 0-1-8 LOADING (psf) SPACING 2-M CSI DEFL in (loc) Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.94 Vert(LL) -0.28 12 >999M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.90 Vert(TL) -0.62 10-12 >759 BCLL 0.0 Rep Stress Incr YES WB 0.32 Horz(fL) 0.16 8 n/a BCDL 10.0 Code FBC2001 1st LC LL Min Well - 360 Weight: 192 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D -Except- TOP CHORD Sheathed. 13 2 X 4 SYP No.1 D, 7-9 2 X 4 SYP No.1 D BOT CHORDRigid ceiling directly applied or 5-3-7 oc bracing. BOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=1951/0-8-0, 8=1951/0-8-0 Max Horz2=148( load case 4) Max Uplift2=-759( load case 4), 8=-759(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1- 2=14, 23=3661, 3-4=-3332, 4-5=-2888, 5.6--2888, 6-7=-3332, 7.8=-Mi, 8-9=14 BOT CHORD 2- 14=3351, 13-14=2667, 12-13=2667, 11-12=2667, 10-11=2667, 8-10=3351 WEBS 3-14=- 448, 4-14--885, 4-12=355, 5-12=363, 6-12=355, 6-10=685, 7-10=-448 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf, BCDL=5.0psf; occupancy category 11; exposure B; partialVMWFRS gable end zone; cantitever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 759 lb uplift at joint 2 and 759 lb uplift at joint 8. LOAD CASE( S) Standard Junaidie Budiman, Lic. M451 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert.1/6634 O WARNING - VerW da eign pammstera and READ NOTES AN THIS AND REVERSE SIDE BEFORE USE. +® Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertk:olly. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure slablilly during construction is the responsibility of the erector. Additional permanent bbeng of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, qualify control, storage, delivery, erection and bracing, consull OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installing and Bracing Recommendallon le m availablioTruss Plate Insttlulee, 583 D'Onotrb Drive. Madison, WI53719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t3/. *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 1/6 securely seat. J2 J3 J4 owner and all other interested parties.. 4 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 i , ; ; D joint and embed fully. Avoid knots and wane plates 1 /8" from outside edge of V O a ° _ at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chord splices I/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 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating formal refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideratiqn 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 10continuouslateralbracing. 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 MTek® engineer. 15. Care should be exercised in handling, PANEL TM erection and installation of trusses, 1993 Mitek Holdings, Inc. ` CLIP FORM016.01 ifMpa.A/R® 3 Job ruse Truss Type ty y 14673738 DR1965F A17 ROOF TRUSS 1 1 Job Reference (o tional) sFebi e Industries, nc. on Mar age 1.1.4 6.1-3 11.6.10 17-0.0 23-0-0 28-5.6 33-10-13 40-0-0 47-0 01l1 1-0.0 6.141 5-5-6 5.5-6 6-0-0 5-5-6 5.5.6 6-1-3 1-0.0 Scale = 1:69.8 5x6 = 5x8 = 5.00 52 5 6 3x4 i 3x4 4 7 Us 1- 5x6 3 8 r 2 9 101 to 3x8 — 16 15 14 13 12 11 axe — 3x4 = Us = 3x4 = 3x8 = 3x4 = 3x8 = 8-4-11 17-0-0 23-0-0 31-7-5 40-0-0 8-4-11 8.75 6-0-0 8-7-5 8-4-11 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.79 Vert(LL) -0.27 13 > 999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.83 Vert(TL) -0.54 11-13 >880 BCLL 0.0 Rep Stress Incr YES WB 0.70 Horz(TL) 0.17 9 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/dell = 360 Weight: 207 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-11-15 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-3-2 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 6-14 REACTIONS (lb/size) 2 =1951 /0-8-0, 9 =1951 /0-8-0 Max Horz 2=165(load case 4) Max Uplift2 =-781(load case 4), 9 =-781 (load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3--3817, 3-4=-3552, 4-5=-2689, 5-6=-2494, 6-7=-2689, 7.8=-3552, 8-9=-3817, 9-10=14 BOT CHORD 2-16=3485, 15-16=3023, 14-15=3023, 13-14=2494, 12-13=3023, 11-12=3023, 9.11 =3485 WEBS 3-16=-305, 4-16=468, 4-14=-716, 5-14=613, 6-14=-0, 6-13=613, 7-13=-716, 7-11 =468, 8-11 =-305 NOTES 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 781 lb uplift at joint 2 and 781 lb uplift at joint 9. LOAD CASE(S) Standard Junaidie Budiman, Lic. #4511 i 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cart.#6634 A WARNUNA - Ver{ fy design pammetors and READ NOTES ON THUS AND REVERSE SLOE E&PARE USE. Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for on IndMduol building component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not buss designer. Bracing shown k for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fobrbatlon, quality control, storage, delivery, erection and bracing, consull OST-88 CualRy Standard, DSB-89 Bracing Specification, and HIS-91 from Truss Institute. 583 D'Onofrb or". Madison, w153719. Handling Installing and Bracing Recommendation avollabb Plate M iTek Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/1 * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply l . Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. e, J2 J3 Ja owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachcac other, WEBS J5 3. Place plates on each face of truss at each i;a:jointFor4x2orientation, locate N and embed fully. Avoid knots and wane plates/s" from outside edge of o a at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chordsplices at / a length(+ 6" from C, u panel adjacent joint.) BOTTOM CHORDS Thissymbolindicatesthe5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7. Camber is a non-structural consideration and Mffok/ Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. toslots. BOCA 86-93, 85-76, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/ DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with whichbearings (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, MM PANEL TM erection and installation of trusses. 01993 Mitek Holdings, Inc. CLIPfORM018, 019 fMRO,A/R ® r Job russ Truss Type ty y 14673739 DR1965F A19 ROOF TRUSS 1 1 Job Reference (o tional) sFebe n ustr es, nc. on mar age 11:4 6-93 12-10-10 19.0-0 121.0-0 27-1-6 33-2-13 40-0-0 :21II 1.0-0 6-9-3 6-1-6 6-1.6 2-0.0 6-1.6 6-1-6 6-9-3 1.0-0 Scale = 1:71.2 5x6 = 5x6 = 5.00 12 5 6 3x4 i 3x4 4 7 5x6 % SO 3 8 1 2 9 10I 3x8 = 16 15 14 13 12 11 3x8 3x4 = 3x6 = 3x4 = 3x4 = 3x8 = 30 = 1 9-9.14 19-0.0 21-0-0 30-2-2 40-0-01 9-9-14 9-2-2 2-0-0 9-2-2 9-9-14 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in (Ioc) Udell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.51 Vert(LL) -0.33 14-16 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.83 Vert(TL) -0.57 14-16 >827 BCLL 0.0 Rep Stress Incr YES WB 0.46 Horz(TL) 0.17 9 n/a BCDL 10.0 Code FBC2001 Matrix) 1 St LC LL Min I/defl = 360 Weight: 203 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-11-1 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-3-4 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-14, 7-13 REACTIONS (lb/size) 2 =1951 /0-8-0, 9 =1951 /0-8-0 Max Horz 2=182(load case 4) Max Uplift 2=-801(load case 4), 9=-801(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=29, 2-3=-3939, 3-4=-3579, 4-5=-2575, 5-6=-2304, 6-7=-2575, 7-8=-3579, 8-9=-3939, 9-10=29 BOT CHORD 2-16=3523, 15-16=2946, 14-15=2946, 13-14=2304, 12-13=2946, 11-12=2946, 9-11 =3523 WEBS 3-16=-408, 4-16=560, 4-14=-863, 5-14=667, 6-13=667, 7-13--863, 7-11 =560, 8-11 =-408 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 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. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert.#6634 AWARNINO - VerW deefyn Fanaimttore and RISAO NOTES ONTHIS AND REVZRSC SIDE BEFORE USS. Design valid tot use only with MITek conneetais. This design Is based only upon parameters shown, and Is lot an Individual building component to be installed and loaded vertically. ApplIcablilly of design parameters and proper Incoipaatlon of component Is iesponsbitty of building designer - not puss designer. Biocing shown Is lot iateial suppod of Individual web members only. Additional temporary btaekng to Insure stability duiing conshuctlon Is the iesponslblilty of the erectot. Additional permanent bracing of the overall structure Is the responsibility of the building deslgnei. For geneial guidance iegoiding tobikatbn, quality control, storage, delivery, eiectlon and biocing, consull CST-88 Quality Standard, DSB-89 Bracing Specification, and NIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 593 D'Onohb Dilve, Madison, WI63719. 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.. 4 TOP CHORDS 2. Cut members to bear tightly against each other. a WEBS J5 a:3. Place plates on each face of truss at each For 4 x 2 orientation, locate i , ; , ; Q joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of O a y = at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chord splices at /4 length(* 6" fromuC, u panel 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 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 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, 85-76, 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, 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, PANEL TM erection and installation of trusses. 1993 Mrtek Holdings, Inc. ` CLIP FORM018,019 HMPO,AFR® Job I Fuss Truss Type ty y 14673740DR1965FA2ROOFTRUSS21 Job Reference to tional) sFebr e industries, nc. on ar age 1.1:21 74-14 1 14-2.0 I 20-0-0 I 23.0.0 28-5-6 33-10-13 40-0-0i1I 1-0-0 74-14 e-9-2 5-10-0 3-0-0 5-5-8 5-" 8.1-3 1-0-0 Scale = 1:69.8 5x8 = 5.00 F,2 5 06 20 II 6 4 3x4 -- 5x6 % 7 5x8 3 8xe = 185x12 a 6x6 = q a 2 9 tF tot- g 3x6 = 19 18 14 13 12 1t 3x6 — 30 = 2x4 11 2x4 11 5x8 = 20 11 1 74-14 14-2-0 20-6-0 23-0-0 28-5-6 33-10-13 40.0.01111 74-14 6-9-2 64-0 2-6-0 5.5-6 5-" 6-1-3 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.52 Vert(LL) -0.14 18 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.30 Vert(TL) -0.21 18-19 >999 BCLL 0.0 Rep Stress Incr YES WB 0.96 Horz(TL) 0.05 16 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min 1/defl = 360 Weight: 238 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-6-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 15-17 2 X 6 SYP No.2ND JOINTS 1 Brace at Jt(s): 15 WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 771 /0-8-0, 16 = 2456/0-4-0, 9 = 719/0-8-0 Max Horz 2=190(load case 4) Max Uplift2 = -395(load case 4), 16=-829(load case 4), 9=-490(load case 5) Max Grav 2 = 797(load case 6), 16 = 245611oad case 11, 9 = 877(load case 7) FORCES (lb) - First Load Case Only TOP CHORD 1-2 =14, 2-3 = -837, 3-4 = -327, 4-5 = -327, 5-6 =1791, 6-7 =1387, 7-8 = -223, 8-9 = -839, 9-10 =14 BOT CHORD 2-19=765, 18-19=-0, 17-18=66, 4-17=-468, 16-17=-1401, 15-16=-1285, 13-15=96, 6-15= 164, 13-14=0, 12-13=-0, 11-12-762, 9-11 =766 WEBS 3-19=-408, 17-19=933, 3-17=-470, 12-15=283, 7-15=-1487, 7-12=185, 8-12=-619, 8-11=112, 5-17=1990, 5-16=-1947, 6-16=-492 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; If =18ft; TCDL = 4.2psf; BCDL = 5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 395 lb uplift at joint 2, 829 lb uplift at joint 16 and 490 lb uplift at joint 9. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert.#6634 A WARNING - VerW design parameters and READ NOTES ON THIS AND REVERSE SIDE BZMR6 Use. was Design valid for use only with MRek connectors. This design is based only upon parameters shown, and is lot an Individual building component to be installed and boded veitbaWy. Applicability of design parameters and proper Incorporation of component is iesponsiblUty of building designer - not puss designer. &acing shown is for lateral support of Individual web members only. Additional lempoiary bracing to Insure stability duiing construction is the tesponslblllly of the eiectoi. Additional permanent bibcing of the overall shucture is the iesponslbllRy of the building designer. For general guidance tegaiding tobibatlon, quality control storage, dellveiy, erection and bracing, consull CST-88 Quality Standard, OSB-59 Bracing Specification, and HIS-91 Handling Installing and Bracing Recommendation available horn Truss Plate Institute, 593 D'Onohb Drive, Madison, WI53719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussand securely seat. building designer, erection supervisor, property B J2 J3 J4 TOP CHORDS owner and all other interested parties.. CJ 2. Cut members to bear tightly against eachC7 other, o a:3. WEBS J5 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 plates/a" from outside edge of v a o at joint locations. truss and vertical web. a 4. Unless otherwise noted, locate chords lacesP i14CeC, C6 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 it J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication, JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating formal refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MRek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots, second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required oe continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING nA Indicates location of joints at which bearings (supports) occur. e MiTek® PANEL TM CLIP FORM018,019 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 russ Truss ype ty DR1965F A7 ROOF TRUSS 1 2 14673741 Job Reference (o tional) s e t o Industries, nc. on ar age 1-0Q 3-9-14 7.04) 13$14 20-04) 1 26-5.2 33-0-0 1 36-2-2 40-0.0 11-0-01 1.0.0 3-9-14 3-2-2 6-6-14 6-5-2 6-5-2 6-6-14 3-2-2 3-9-14 1-0.0 Scale = 1:69.8 8x8 = 6x8 = 5.00 12 4x8 = 7x8 = 4x8 = 4 5 6 7 8 20 J 2x4 3 9 2 10 e5 1 11 Ig 3x8 = 16 15 14 13 12 axe — 3x4 = US = 3x8 = 5x6 = 3x4 = 7-0-0 13-6-14 20.0.0 26-5-2 33.0.0 40.0.0 7.0.0 6$14 6.5-2 6-5-2 6.6-14 7-0-0 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) 1/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.57 Vert(LL) 0.72 14 >653 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.88 Vert(TL) -0.99 14-15 >478 BCLL 0.0 Rep Stress Incr NO WB 0.75 Horz(TL) 0.24 10 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/defl = 360 Weight: 430 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D *Except* TOP CHORD Sheathed or 4-5-9 oc purlins. 4-6 2 X 6 SYP SS, 6-8 2 X 6 SYP SS BOT CHORD Rigid ceiling directly applied or 5-6-6 oc bracing. BOT CHORD 2 X 4 SYP No.2D *Except* 13-15 2 X 4 SYP No.1 D WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=3875/0-8.0, 10=3875/0-8-0 Max Harz 2=-790oad case 5) Max Uplift 2 = -2028(load case 2), 10 = -2028(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=29, 2-3=-8384, 3-4=-8662, 4-5=-12493, 5-6=-13909, 6-7--13909, 7-8=-12493, 8-9=-8662, 9-10=-8384, 10- 11 =29 BOT CHORD 2-16= 7514, 15-16=8058, 14-15-12490, 13-14=12490, 12-13=8058, 10-12=7514 WEBS 3-16=562, 4-16=599, 4-15= 4848, 5-15=-1700, 5-14=1554, 6-14=-1000, 7-14=1554, 7-13=-1700, 8-13=4848, 8-12=599, 9-12=562 NOTES 1) 2-ply truss to be connected together with 1Od Common(•148"x3") Nails as follows: Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc, 2 X 6 - 2 rows at 0-9-0 oc. Bottom chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. 2) Unbalanced roof live loads have been considered for this design. 3) Wind: ASCE 7-98 per FBC2001; 120mph; h= 18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL =1.33 plate grip DOL =1.33. 4) Provide adequate drainage to prevent water ponding. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2028 lb uplift at joint 2 and 2028 lb uplift at joint 10. 6) Girder carries hip end with 7-0-0 end setback 7) Special hanger(s) or connection(s) required to support concentrated load(s) 603.21b down and 383.91b up at 33-0-0, and 603.21b down and 383.91b up at 7- 0-0 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase = 1. 33, Plate Increase =1. 33 Uniform Loads (pif) Vert: 1-4=-74.0, 4- 8=-154.2, 8-11=-74.0, 2-16=-20.0, 12-16=-41.7, 10-12=-20.0 Concentrated Loads (Ib) Junaidie Budiman, Lic.#451 1 Vert: 16=-603.2 12=-603.2 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert. #6634 A WARNING - Ver{ jy design parameters and READ NOT63 ONTHm AND Rio'vmw aws HEFORC use. r Designvolid for useonly with MiTek connectors. This design is based only upon parameters shown, and is tot on Individual building component to be Installed and loaded vedloally. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consuR CST-88 Quality Standard, DSS-89 Bracing Speelflcatlon, and HIS-91 Handitrtg Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t3/, *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 14 2. Cut members to bear tightly against eachc2w other. WEBS J5 3. Place plates an each face of truss at each 4 x 2 orientation, locate i „ , ; , ; a:For joint and embed fully. Avoid knots and wane plates I /8" from outside edge of 0 o d at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chord splices at I /4 length(+ 6" fromceC, u panel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MiTek/Gang•Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9, Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, 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 MiTek® engineer. 15. Care should be exercised in handling, PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018,019 HMRO-AM Job Fruss I russ I ype ty y 14673742 DR1965F A9 ROOF TRUSS 1 1 Job Reference (o liana" sFebl e Industries, nc. on Mar age 11-01 4-9-14 I 9-0-0 14-6-0 20-0-0 258-0 31.M 35.2-2 40-" 41-0.0 1.0-0 4-9-14 4-2-2 580 5-6-0 5-0.0 5-6.0 4-2-2 4-9-14 1-0-0 Stale = 1:69.8 5xe = 5x6 = 3x4 = US= 3x4 = 5.00 rl2 4 5 6 7 8 2x4 2x4 3 9 e 2 10 1 111 g 3x8 = 17 16 15 14 13 12 3x8 — 3x8 = 4x6 = 3x4 = 3x4 = 4x6 = 3x8 = 9.0.0 16.4-0 23-8-0 31-0-0 40-04) 9.0-0 7.4-0 7-4-0 7-4-0 9-" Plate Offsets e LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.79 Vert(LL) -0.45 15 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.98 Vert(TL) -0.77 14-15 >615 BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(TL) 0.21 10 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min 1/defl = 360 Weight: 195 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-4-15 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-5-6 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5-17, 7-12 REACTIONS (lb/size) 2 = 1951/0-8-0, 10 = 1951/0-8-0 Max Horz 2=96(load case 4) Max Uplift2 = -791 (load case 2), 10=-791(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2 =14, 2-3 =-3855, 3-4 =-3566, 4.5 =-3329, 5-6 = -4558, 6-7 =-4558, 7-8 =-3329, 8-9 =-3566, 9-10=-3855, 10-11 =14 BOT CHORD 2-17=3507, 16-17=4389, 15-16=4389, 14-15=4755, 13-14=4389, 12-13=4389, 10-12=3507 WEBS 3-17=-237, 4-17=1007, 5-17=-1300, 5.15=387, 6-15=-283, 6-14=-283, 7-14=387, 7-12=-1300, 8-12=1007, 9-12=-237 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h =18ft; TCDL = 4.2psf; BCDL = 5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 791 lb uplift at joint 2 and 791 lb uplift at joint 10. LOAD CASEIS) Standard Junaidie Budiman, Lic.#451 10 MiTek Industies, Inc. 14515 North Outer Forty Or ve Suite 300 Chesterfield, MO, 63017 Cart.#6634 WARNING - VerVy design parameters and REAR NOTES ON THIS AND REVERSE SIDS BEFORE 1ISE. Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an Individual bustling component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss Eldesigner. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent brbcing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consuit OST-88 Ouolsy Standard, DSB-89 Bracing Specification, and 111I9-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 593 D'Onohb Drive, Madison, W153719. MiTek® Symbols Numbering System AGeneral Safety [Votes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 *Center plate on joint unless Damage Or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. 1/8 J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachcaQ other, o WEBS J5 Q 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 plates/e" from outside edge of a a at joint locations. truss and vertical web. a 4. Unless otherwise noted, locate chordspsplicesr/ 4at panel length(+ 6" from adjacent joint.) ce C, o BOTTOM CHORDSThissymbolindicatesthe 5, Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication, 6, Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MiTek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9, Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10continuouslateralbracing, ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, 4001 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 MiTek® engineer. 15. Care should be exercised In handling, PANEL TM erection and installation of trusses. - 1993 Mitek Holdings, Inc. CLIP FORM019,019 aANRi-sort. ® HY RO-AIRO Job russ russ ype ty y HOHTON 14673743 DR1965F AG1 ROOF TRUSS 1 1 Job Reference to tional) s e I e n istnes, nc. Mon mar age 1t-0 q 7 6 0 I 14-9-0 20-M 1 23.0.0 I 20-5-8 33.10-13 40-0.0 41-0-pI 1-0.0 7.6.0 7-3-0 5-3-0 3.0.0 5.5.8 5-5.8 6-1411 1-0-0 Scale = 1:69.8 5x6 = 5.00 12 5 4x8 6 4 3x4 5xe % 7 I I 5x6 3 7 16 5x1 8 7 1 = Us = q e 2 II 9 70t91 5x8 = US = 18 14 13 12 11 Us — 2.50 F12 5xs 7-6-0 I 14-5.12 1W 20-4-0 23-0-0 28-5.6 33-10.13 40-0-0iI1 7-6-0 6-11-12 0-3-4 5.7-0 241-0 5-5-6 5-5-6 6-1-3 Plate Offsets LOADING (psf) SPACING 2-0.0 CSI DEFL in (loc) Weill PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.96 Vert(LL) 0.10 19 >999 MI120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.41 Vert(TL) -0.18 18-19 >935 BCLL 0.0 Rep Stress Incr NO WB 0.75 Horz(TL) 0.07 18 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/defl = 360 Weight: 294 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed. BOT CHORD 2 X 4 SYP No.2D *Except* SOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 15-17 2 X 6 SYP No.2ND WEBS 1 Row at midpt 3-17 WEBS 2 X 4 SYP No.3 JOINTS 1 Brace at Jt(s): 15 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 721 /0-8-0, 18 = 607/0-8-0, 16=1743/0-8-0, 9 = 872/0-8-0 Max Horz 2=190(load case 4) Max Uplift2=-363(load case 4), 18=-4070oad case 4, 16 = -537fload case 51, 9=-502(load case 5) Max Grav 2=7330oad case 61, 18=829(Ioad case 61, 16 = 174311oad case 1, 9=880(load case 7) FORCES ( lb) - First Load Case Only TOP CHORD 1-2=12, 2-3=-1297, 3-4=449, 4-5=504, 5-6=885, 6-7=61, 7-8=-607, 8-9=-1215, 9-10=14 BOT CHORD 2-19=1208, 18-19=-17, 16-17=-718, 15-16--57, 13-15=96, 6-15=630, 13-14-0, 12-13=0, 11- 12 =1106, 9-11 = 1110 WEBS 3-19=-180, 17-19=1311, 3-17=-1624, 5-16=-1030, 6-16=-984, 12-15=769, 7-15=-618, 7-12=-154, 8- 12=-607, 8-11 =112, 17-18=-535, 4-17=-449, 5-17=302 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially; MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL =1.33 plate grip DOL =1.33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail" 4) All plates are 2x4 M1120 unless otherwise indicated. 5) Gable studs spaced at 2-0-0 oc. 61l Bearing at joint(s) 2, 18 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 363 lb uplift at joint 2, 407 lb uplift at joint 18, 537 lb uplift at joint 16 and 502 lb uplift at joint 9. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert.# 6634 WARNING - VerW design paramietere and READ ]VOTES ON THIS AND REVERSE SIDE BEFORE USE. (10 Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additlnal permanent bracing of the overall structure is the responsibiity of the building designer. For general guldonce regarding fabrication, quality control. storage, delivery, erection and bracing, consull OST-88 Cuallly Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installlnp and Bracing Recommendation available from Truss Plate tnD' sinute. 543Ono6bDrive, Madison, WI53719. MiTek Symbols Numbering System A,General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches, Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, property 1/8 securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachCz other. o WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate a:joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of o at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chords lacesp1/4at panel length(* 6" from adjacent joint.) C, BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in it J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating formal refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MtTek/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 10continuouslateralbracing. 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 withwhichbearings (supports) occur, stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. + CLIP FORM019,019 HMRQ,4[R 0 Job russ Iruss I ype ty y QHTUN 14673744 DR1965F AG2 ROOF TRUSS 1 1 Job Reference (o tiona1) sFebr e industries, nc. on Mar age 0 01 741-0 14-9-0 16-7-3 22-M .23-0-01-1 1 1 11.0.0 7.6.0 7-3-0 1-103 5.4-13 1-0.0 Us I I Scale - 1.45. t 6 20 II 2x4 II 5 7 Sx8 6I$ 2x4 11 2x4 11 2x4 11 3x4 3x10 11 3a 5.00 F12 I I8 1 = 2xa 11 x l I I a 2 t 2x4 11 a = 2xa 11 2x4II2xa II 3x4 = 10 2. 50 12 2x4 I I 22.0.0 7- 6-0 14-6-12 14" 20d-04&0 i17- 6-0 7-0-12 0-2-4 5-7-0 0.4-0 1-4-0 Plate Offsets LOADING ( psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.95 Vert(LLI 0.10 11 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.48 Vert(TL) -0.18 10-11 >949 BCLL 0.0 Rep Stress Incr NO WB 0.85 Horz(TL) 0.07 10 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/defl = 360 Weight: 134 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed. BOT CHORD 2 X 4 SYP No.2D *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 7- 9 2 X 6 SYP No.2ND WEBS 1 Row at midpt 4-9 WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 WEDGE Right: 2 X 6 SYP No.2ND REACTIONS ( lb/size) 2 = 734/0-8-0, 10 = 1081/0-8-0, 7 = 393/0-8-0 Max Horz 2=354(load case 4) Max Uplift 2=-308(load case 4), 10=-514(load case 4), 7=-218(load case 5) Max Grav 2 = 735(load case 6), 10=1081(load case 1), 7 =405(load case 7) FORCES ( lb) - First Load Case Only TOP CHORD 1-2 =12, 2-3 = -1339, 3-4 = -1339, 4-5 - 243, 5-6 = 283, 6-7 = -78, 7-8 =17 BOT CHORD 2-11 =1244, 10-11 =-32, 7-9=71 WEBS 4-11 =-205, 9-11 =1382, 4-9=-1479, 9-10=-1007, 5-9=-323, 6-9=-482 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially; MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 31 Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail" 4) Gable studs spaced at 2-0-0 oc. 51 Bearing at joint(s) 2, 10 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 308 lb uplift at joint 2, 514 lb uplift at joint 10 and 218 lb uplift at joint 7. 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 7. LOAD CASE(S) Standard Junaidie Budiman, Lic.J/451 61 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert. I16634 WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEF'ORE USE. Design valid for use only with MiTek connectors. this design Is based only upon parameters shown, and Is lot an Individual building component to be Installed and loaded vertlaally. AppkobMy of design parameters and proper Incorporation of component Is responslbltly 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 responslblllly of the erector. Additional permanent bibcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, election and bracing, consult OST-86 Quality Standard, DS111-69 Bracing Sposeftatlon, and Hi8.91 Handling Installing and Bracing Recommendation available from Truss Plats Institute, $as D'Onofrla Drive, Madison, Wl53719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t3/4 * 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.. 4 TOP CHORDS 2. Cut members to bear tightly against eachc2c3 other. o WEBS J5 3, Place plates on each face of truss at each For 4 x 2 orientation, locate i ;, , ; Q joint and embed fully. Avoid knots and wane plates/8" from outside edge of 0 o a y at joint locations, truss and vertical web. a 4. Unless otherwise noted, locate chordsplices o at I/4 panel length(+ 6" from adjacent joint.) NBOTTOM CHORDS Thissymbolindicatesthe5, Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating formal refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MITek/ Gang-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, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/ DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARINGothersunlessshown. nA Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials, 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, IL" PANEL TM erection and installation of trusses, 1993 Welk Holdings, Inc. CLIP FORM018, 019 N I D Q%'Y i X t Job russ Truss Type ty y 14673745 DR1965F B ROOF TRUSS 1 1 Job Reference to tiona ) sFebI e industries, i s on ar age too 5.3-14 110-0-0 14-8-2 2aao 21.0.01 1-0.0 5-3-14 4-8-2 4-8-2 5-3.14 1.0-0 Scale =1:36.0 4x6 = 4 5.00 12 20 20 3 5 2 8 Ig 3x4 = 8 3x4 = 5x8 = i 10-0-0 20.0.0 10.0-0 10.0.0 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.33 Vert(LL) -0.06 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.59 Vert(TL) -0.24 2-8 >993 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(TL) 0.04 6 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/defl = 360 Weight: 86 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-10-10 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7-7-9 oc bracing. WEBS 2 X 4 SYP No.3 RREACTIONS (Ib/size) 6=1004/0-1-8, 2=1024/0-8-0 Max Horz 2=105(Ioad case 4) Max Uplift6 = -429(load case 5), 2=-4420oad case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-1569, 3-4=-1165, 4-5=-1165, 5.6=-1611, 6-7=14 BOT CHORD 2-8 =1430, 6-8 =1481 WEBS 3-8 = -389, 4-8 = 536, 5-8 = -444 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h =18ft; TCDL=4.2psf; BCDL = 5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3 Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 429 Ib uplift at joint 6 and 442 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert.#6634 gWARNINO - Ver{/y destyn parameters and READ NOTES oN ms AND RET/ERSE SIDE BEFORE 179E. w Design valid for use only with MITek connectors. This design is based only upon parameter shown, and is lot on Individual building component to be Installed and loaded vettloolly. Applicability of design patamelets and ptopet incorporation of component is tesponslbAlty of building designer - not truss designer. Biocing shown is for Wolof support of Individual web members only. Additional lempotaty bracing to Insure stability duiing construction is the responsibility of the elector. Additional petmonent btbcing of the overall structure is the tesponslblllty of the building designer. For general guidance tegatding fobrloatlon, quality control, storage, delivery, election and brocing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 MiTek® ete Institute, $83 D'Onohlo Dtive, Madison, WI $3719. Handling Installing and Bracing Becommendallon available from Plat Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, property 11, securely seat, v, B J2 J3 J4 owner and all other interested parties., TOP CHORDS 2. Cut members to bear tightly against eachc2Q other, o WEBS J5 Q 3. Place plates on each face of truss at each For 4 x 2 orientation, locate joint and embed fully. Avoid knots and wane plates/s" from outside edge of O a ti at joint locations, truss and vertical web. a o 4. Unless otherwise noted, locate chords lacespatr/4 length(* 6" fromceC? C6 panel 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 formal refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MiTek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator, General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9, Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10continuouslateralbracing. 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 MiTek® engineer. 15. Care should be exercised in handling, i PANEL TM cuPerectionand installation of trusses, 1993 Mitek Holdings, Inc. FORMOI°,019 UR OfMRQ AZR® Job russ Truss Type ty y 14673746 DR1965F BG ROOF TRUSS 1 1 Job Reference (o tional) sFebMiTek Industries, no. on Mar age I -too 5-3-14 I 10-0.0 I 14-e-2 20.0-0I 121.M 1-0-0 53-14 4-e-2 4-e-2 5-3-14 1-0-0 Scale = 1:36.0 4x6 = 4 Zx4 11 20 11 5.OD 52 3x4 30 2x4 11 3 5 20 II 25 11 I I 28 0 2 11 6 Ig 27 2xa II 10 2x4 11 2x4 11 9 2x4 11 B 2xa 11 283x4 _ 3x4 — 2x4 II 7xe = 20 II 2x4 11 53.14 10.0-0 14-e-2 20-001 5.3.14 4-e-2 4-e-2 5-3-14 Plate Offsets LOADING Ipsf) SPACING 2-0-0 CS1 DEFL in floc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.21 Vert(LL) -0.05 9 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.28 Vert(TL) -0.08 8-9 > 999 BCLL 0.0 Rep Stress Incr NO WB 0.22 Horz(TL) 0.03 6 n/a BCDL 10.0 Code FBC2001 Matrix) 1 St LC LL Min 1/defl = 360 Weight: 124 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-2-11 oc puffins. BOT CHORD 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 6 = 902/0-8-0, 2 = 902/0-8-0 Max Horz 2=107(load case 4) Max Uplift6 = -373(load case 5), 2=-373(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=34, 2-25=-1514, 3-25=-1445, 3-4=-1053, 4-5=-1053, 5-26=-1445, 6-26--1514, 6-7=34 BOT CHORD 2-27 =1325, 10-27 =1325, 9-10 =1325, 8-9 =1325, 8-28 =1325, 6-28 =1325 WEBS 3-10=81, 3-9=-445, 4-9=476, 5-9=-445, 5-8=81 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1,33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail" 4) Gable studs spaced at 2-0-0 oc. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 373 lb uplift at joint 6 and 373 lb uplift at joint 2. 6) Girder carries hip end with 2-0-0 end setback 7) Special hanger(s) or connection(s) required to support concentrated load(s) 15.71b down and 10.01b up at 18-0-0, and 15.71b down and 110.01b up at 2.0-0 on bottom chord. Design for unspecified connectionls) is delegated to the building designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.33, Plate Increase= 1. 33 Uniform Loads (plf) Vert: 1-25=-74.0, 4-25=-61.7, 4-26=-61.7, 7-26=-74.0, 2-27=-20.0, 27-28=-16.7, 6-28=-20.0 Concentrated Loads (lb) Vert: 27=-15.7 28=-15.7 Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert.#6634 A WARNING - VerW design parameters and READ NOTES ON THIS AND REVLRSC SIDE BEFORE USE. r•s Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for on Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Brocing shown is tot lateral support of IndNlaual web members only. Additional temporary bracing to Insure stobllRy during construction is the responsibility of the erector. Additional permanent brbrcing of the overall structure is the responsibility of the building designer. For general guidance regarding lubrication, quality control, storage, delivery, erection and bracing, consull OST•at Quality Standard, DSI-99 {racing Specification, and HIS-91 Handling Installing and tracing Recommendallon available from Truss Plate Institute, 593 D'Onofrio Drive. Madison, WI53719. MiTek® Symbols Numbering System AGenerai Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3/1. * 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. e J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2, Cut members to bear tightly against each other, o WEBS J5 a: 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i , ; , ¢ joint and embed fully. Avoid knots and wane plates/e" from outside edge of o a y at joint locations, truss and vertical web. a o 4. Unless otherwise noted, locate chordsplices at length(' 6" from ceClpaneladjacent joint.) BOTTOM CHORDS Thissymbolindicatesthe5. Unless otherwise noted, moisture content of required direction of slots in A 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 LOWESTJOINT 7. Camber is a non-structural consideration and MITek/ Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator, General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9, Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING othersunlessshown. 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, PANEL TM CLIP erection and installation of trusses, 1993 Mitek Holdings, Inc. FORM016,019 cLaaIL ® OfMRQ,AZR®. s Job russ russ ype ty y 14673747 DR1965F CG SCISSORS 1 1 Job Reference l0 tional) tnes, tic. seienusonMar age 4-0- 15 7-6-0 I10-11-1 1 15-0-0 16-0-0 I II1-0- 0 4-0-15 3-5.1 3-5.1 4.0-15 Scale = 1: 28.4 4x6 = 4 5. 00 52 2x4 = 2x4 = 3 5 8 2 5x8 = 6 it 7 3x4 c 2.50 F12 3x4 = I 7- 6-0 15.0-0 I I7-6. 0 7-6.0 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP TCLL 30. 0 Plates Increase 1.33 TC 0.29 Vert(LL) -0.12 8 >999 M1120 249/190 TCDL 7. 0 Lumber Increase 1.33 BC 0.55 Vert(TL) -0.20 6-8 > 908 BCLL 0. 0 Rep Stress Incr NO WB 0.29 Horz(TL) 0.11 6 n/a BCDL 10. 0 Code FBC2001 1 st LC LL Min I/defl = 360 Weight: 63 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.213 TOP CHORD Sheathed or 4-4-3 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-9-3 oc bracing. WEBS 2X4SYPNo.3 REACTIONS (lb/ size) 2=782/0-1-8, 6=782/0-1-8 Max Horz 2=-80(load case 5) Max Uplift 2 = -3401load case 4), 6=-340(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2 =10, 2-3 =-2090, 3-4 = -1625, 4-5=-1625, 5-6=-2090, 6-7 =10 BOT CHORD 2-8 =1935, 6-8 =1935 WEBS 4- 8=969, 3-8=-394, 5-8=-394 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;lumber DOL= 1.33 plate grip DOL= 1,33. 3) Bearing at joint(s) 2, 6 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 6. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 340 lb uplift at joint 2 and 340 lb uplift at joint 6. LOAD CASE( S) Standard Junaidie Budiman, Lic. #4511 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert. #6634 O WARNTANO - WrW design parameter: and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. rare® Design valid for use only with MITek conneclors. This design is based only upon parameters shown, and is for on individual building component to be Installed and boded vertically. Applicability of design parameters and proper Incoiporatlon of component is iesponslbllBy of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insuie stability duiing construction is the responsibility of the erector. Additional permanent brbcing of the overall shucture is the responsiblNty of the building designer. For general guidance regording fabrication, quality control, storage, delivery, erection and bracing. consult OST-88 Quality Standard, DSB-89 Bracing Speclfleotlon, and HD-91 Handling Installing and Bracing Recommendation available lrom Truss Plate Institute, 583 D'Onchio DrNe, Madison, WI53719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, property Ye securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachc2c3 other. o WEBS J5 Q 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i , ; Q joint and embed fully. Avoid knots and wane plates/s" from outside edge of O a at joint locations, truss and vertical web. a o 4. Unless otherwise noted, locate chords lacesP at 14 length(+ 6" fromC, 0 panel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5, Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format rotor to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8, Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10continuouslateralbracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, 40" 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. NrIA 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, Z® PANEL TM erection and installation of trusses. 1"3 Mitek Holdings, Inc. . CLIP FORM016,019 MYAWMAZR® 1 Job russ Truss Type ty y 14673748 DR1965F J ROOF TRUSS 14 1 Job Reference to tional) sFebt o n ustnes, nc. on Mar age i 1-0-0 700 3 Scale = 1:17.7 5.00 12 2 4 2x4 = 7-0-0 7-" LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) Well PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.56 Vert(LL) n/a - n/a MI120 249/190 TCDL 7.0 Lumber Increase 1.33 SC 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 Well = 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 Horz 2 = 188(1oad case 5) Max Uplift3 = -213(load case 5), 2=-138(1oad 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 II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 213 lb uplift at joint 3 and 138 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic.#457 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert.#6634 WARNING - VsrM design par nWers and READ NOTES ONTBIS AND REVERSE SIDE BEFORE USE. ri81 4© Design valid tot use only with MiTek connectors. this design Is based only upon parameters shown, and Is tot an Individual building component to be Installed and loaded vertically. Applicability of design potomelets and propel Incoipotatlon of component It iesponslblllty of building designer - not buss designer. Bracing shown Is lot lateral support of Individual web members only. Additional lempoiaiy bracing to Insure stability duting construction Is the tesponslblllfy of the erector. Additional permanent brbcing of the overall shuctute Is the iesponsiblitly of the building designer. For general guidance tegording fabtloatlon, quality control, storage, deNveiy, erection and bracing, consull OST-88 Quality Standard, DSS-89 tracing Specification, and HIB-91 Handling Installlna and Bracing Recommendation available hom Truss Plate Institute, 583 D'Ono4lo Drlve, Madison, Wl53719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/14 *Center plate on joint unless Damage Or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, property 1 9 securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each14c2Q other. o WEBS J5 a= 3. Place plates on each face of truss at each4*F or 4 x 2 orientation, locate i , ; , Q joint and embed fully. Avoid knots and wane plates/8" from outside edge of a 0 a at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chordssplicesp' I/ 4at panel length(* 6" from adjacent joint.) ce C, BOTTOM CHORDSThissymbolindicatesthe 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, 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 plaflng 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 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 withwhichbearings (supports) occur. stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORMOlA,019 cio a-iu uL ® MWRO-AIa(2) rt Job Truss Truss Type Qty Ply D R HORTON 14673749 DR1965F J1 MONO TRUSS 10 1 optional) ACCUSPAN-TH, LONGWOOD, FL 5.000 s Dec 17 2002 MiTek Industries, Inc. Tue Apr 01 11:04:05 2003 Page 1 3 1-0-0 1.0.0 1-0.0 Scala • 1:5.5 2 5.00 F12 1 4 1-0-0 20 LOADING (psf) SPACING 2-M CSI DEFL in (loc) Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.07 Vert(LL) n/a - Ma M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.01 Vert(TL) -0.01 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Vdefl = 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 1040.0 oc bracing. REACTIONS (Ib/size) 2=177/0-8-0, 4=9/Mechanical, 3=-17/Mechanical Max 1-1=4=45(load case 4) Max Uplift2=-117(load case 4), 3=-21(load case 5) Max Grav2=177(load case 1), 4=9(load case 1), 3=26(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=28, 23=-37 BOT CHORD 2-4=-0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 117 lb uplift at joint 2 and 21 lb uplift at joint 3. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Dr e Suite 300 Chesterfield, MO, 63017 Cert.#6634 O WARmm - verW design paranweters and READ NOTES ON Tws AND RENERSB' siDE BEIRORE USE. Design valid tow use only with MiTek connectors. Thk design Is based only upon parameteis shown, and Is low on Individual building component to be Installed and loaded vertically. Applicability of design parametews and proper Incorporation of component k responsibitty of building deslgnew - not twuss designer. siccing shown Is for latewal support of Individual web members only. Additional temporary bracing to Insure stability during conshucllon Is the responsibility of the ereetot. Additional permanent brbcing of the overall shuctuie is the responsibility of the building designer. For genial guidance regarding lobwlcation, quality control, stowage, delivery, erection and bracing, consult QST-8S Quality Standard, OSI.89 gracing Specification, and HIS-91 Handling Installing and gracing Recommendation available horn Truss Plate Institute, $83 D'Onohio Drlve, Madison, WI53719. MiTek® Symbols Numbering System AGenerai Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1, Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. 4 TOP CHORDS Ir 2. Cut members to bear tightly against eachJr4caca other. For4 O WEBS , J5 3. Place plates on each face of truss at each x 2 orientation, locate i a joint and embed fully. Avoid knots and wane plates i/a" from outside edge of v o a y at joint locations. truss and vertical web, a o 4. Unless otherwise noted, locate chordsplices I/ 4 atpanel length(+ 6" from adjacent joint.) caC, BOTTOM CHORDS Thissymbolindicatesthe5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MiTek/ Gang-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 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9, Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuouslateralbracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARINGothersunlessshown. nA Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIPFORM016, 019 N IM04IN0 L . 4 i Job russ russ Type ty y 14673750DR1965FKROOFTRUSS41 Job Reference (o tionat) sFebI e n ustries, nc. on Mar age 10-0 54-0 1-0-0 5-0.0 3 Scale = 1:13.9 5.00 52 2 4 2x4 = 5-0-0 5.0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (Ioc) I/defl PLATES GRIPTCLL30.0 Plates Increase 1.33 TC 0.25 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.08 Vert(TL) -0.07 1 > 237 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/deft = 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 (Ib/size) 3 =155/Mechanical, 2 = 335/0.8-0, 4 =46/Mechanical Max Horz 2=137(load case 5) Max Uplift3=-149(load case 5), 2=-126(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2 = 29, 2-3 = 50 BOT CHORD 2-4 = 0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h =18ft; TCDL=4.2psf; BCDL = 5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girderls) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 149 Ib uplift at joint 3 and 126 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert. #6634 WARNING - VerW design parameters and READ ]VOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid toi use only with MiTek connectors. This design is based only upon parameters shown, and is foi an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is iesponslbllRy of building deslgnei - not truss designer. Bracing shown is for lateial support of Individual web membeis only. Addillonol temporary biacing to Insure stability during condiuctlon is the responsibility of the elector. Addttbnal permanent bibcing of the overall shuctuie is the responsgNUty of the building designer. Poi general guidance iegaiding fabikatlon, quoltty contio4 storage, delivery, election and bracing, consull OST-88 Quality Standard, D39-89 liracing specification, and HIB-91 Handling Installing and Bracing Recommendation avaBable hom truss Plate Inb siltute, 583 D'OnohDilve, Madison, WI53719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 44 13/. * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. lie„ J2 J3 J4 owner and all other interested parties.. TOP CHORDSi 2. Cut members to bear tightly against eachC? c3 other. o WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o a:joint and embed fully, Avoid knots and wane plates/a" from outside edge of 0 o d at joint locations. truss and vertical web, a o 4. Unless otherwise noted, locate chord splices at /4 panel length(+ 6" from adjacent joint,) ce v C6 BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and Mrrek/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 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, 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, PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM016,019 NYDRO,MR® job rus Truss Tybe ty y 14673751 DR1965F L ROOF TRUSS 4 1 Job Reference to tionalI s e t o Industries, nc. on Mar age 1.0.0 3.0.0 Scale = 1:9.2 5.00 12 2 1 4 Pft4 — 3-0-0 i 3-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in poc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.11 Vert(LL) n/a n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) 0.01 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl - 360 Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-0 oc purlins. i.BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3 = 69/Mechanical, 2 = 253/0-8-0, 4 = 26/Mechanical Max Horz 2=850oad case 5) Max Uplift3=-83(load case 5, 2=-121(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2 = 29, 2-3 =-54 BOT CHORD 2-4=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 83 lb uplift at joint 3 and 121 lb uplift at joint 2. LOAD CASEISI Standard Junaidie Budiman, Lic.ry451 1 MiTek Industies, Inc. 14515 North Outer Forty Or ve Suite 300 Chesterfield, MO, 63017 Cert.#6634 WARNING - Vert& design parameters and READ NOTES ONTBTS AND REVERSE SIDE BEFORE USE. Design valid tot use only with MiTek connector. this design If based only upon parameters shown, and k tot an Individual building component to be Installed and loaded vertlodBy. Applicablilly of design poiameteis and proper Incorpoiatlon of component k responsibiity of building designer - not huss designer. Bracing shown k tot Ioteial support of Individual web members only. Additional temporary bracing to Insure stability culing construction Is the tesponslblllly of the erector. Additional permanent bracing of the overall structure If the responsibility of the building designer. For general guidance tegaiding tobrloatlon, quality control, storage, dellvety, t lectlon and biocing, consull CST-88 Quality Standard. DSO.89 Bracing Specification, and HINVI Handling Installinq and Bm racingRecommendationavailablefroTrussPlate Institute, 583 D'Onoelo Drtvs, Madison, WI5371 V. ' MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1 3/. * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply plates to both sides of truss and 1, Provide copies of this truss design to the securely seat. building designer, erection supervisor, property 18 J2 J3 J4 TOP CHORDS owner and all other interested parties.. cz Q 2. Cut members to bear tightly against each other. o a: WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i O joint and embed fully. Avoid knots and wane plates /a" from outside edge of U at joint locations. truss and vertical web. 0 a o 4. Unless otherwise noted, locate chordsplices at / 4 length(- + 6" from ce , panel adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. 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. For tabular plating formal refer to the MiTek/ Gang-Nail Joint/Plate Placement Chart. 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 401 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® FORM016, 019 Z& L'® NYDRO, AFR 0 TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. 4 Job russ Iruss I ype ty y 14673752 DR1965F M ROOF TRUSS 4 1 Job Reference (optional) s Feb 19 003 Mi Fek Industries, nc. on ar age 3 1-0-0 1-0.0 Scale = 1:5.5 5.00 52 2 1 4 1-0-0 2x4 = 1-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in Iloc1 I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.07 Vert(LL) n/a - n/a M1120 2491190 TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(TL) -0.01 1 > 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/defl = 360 Weight: 5 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.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 Horz 2=45(load case 4) Max Uplift3=-21(load case 5), 2=-117(load case 4) Max Grav 3-26(load case 4), 2= 177(load case 1), 4=90oad case 1) FORCES (Ib) - First Load Case Only TOP CHORD 1-2 = 28, 2-3 = -37 BOT CHORD 2-4=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL =1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 21 lb uplift at joint 3 and 117 Ill uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert.#6634 WARMNO - VerJ& design parameters, and READ NOTES ON THIS .AND REVERSE SIDE BEFORE USE. Design valid for use only with MlTek connectors. This design is based only upon parameters shown, and Is lot an Individual building component to be Installed and loaded vertically. ApplicablSty of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Addillonal permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding labrloation, quality control, storage, dekveiy, erection and bracing, consuR OST-aB Quality Standard, DSB-89 Bracing Specification, and NIB-91 Handling Installinq and Bracing Recommendatlon available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 44 to,1 . *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise, Dimensions are in inches. Apply plates to both sides of truss and 1. Provide copies of this truss design to the securely seat. building designer, erection supervisor, property 16 J2 J3 J4 TOP CHORDS owner and all other interested parties.. 2. Cut members to bear tightly against eachC1 other. WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate a o joint and embed fully. Avoid knots and wane plates I/a"from outside edge of a y at joint locations. truss and vertical web. a 4. Unless otherwise noted, locate chordsplices I/4 uC, u o at panel length(+ 6" from adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 %at time of connector plates, fabrication. For tabular plating format refer to the Mitek/ Gang-Nail Joint/Plate Placement Chart. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/ DILHR 870040-N, 930013-N, 910080-N BEARING nA Indicates location of joints at which bearings (supports) occur. MiTek® FORM019, 019 ZA. 0 NMR©, A/R 0 t 1 TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. 4 Job Truss Truss Type Oty Ply D R HORTON 14673753 DR1965F S ROOF TRUSS 2 1 optional) ACCUSPAN-TH, LONGWOOD, FL 5.000 s Dec 17 2002 MiTek Industries, Inc. Tue Apr 01 11:04:34 2003 Page 1 i .1-5-0 5-3-5 I 9-10-13 i 1-5-0 5.3-5 4-7-8 SWs 1:15.5 1 3.54 i2 3x0 3 d 2 5 2x0 II 7 5 5 3A = 20 = 5-35 9-10-13 5.3.5 4-7.8 LOADING (psf) SPACING 2-M CSI DEFL in (loc) Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.48 Vert(LL) 0.04 6-7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.45 Vert(TL) -0.09 6-7 >999 BCLL 0.0 Rep Stress Incr NO WB 0.41 Horz(TL) 0.01 5 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Well = 360 Weight: 41 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-11.8 oc puffins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 9-5-1 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 4=308/Mechanical, 2=514/0-11-5, 5=429/Mechanical Max Horz2=228(load case 2) Max Uplift4=-249(load case 5), 2=-217(load case 2), 5=-123(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-8=24, 2-8=24, 2-3=-1070, 3-4=64 BOT CHORD 2-7=1001, 6-7=1001, 5-6=0 WEBS 3-7=166, 3-6=-1069 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=1Oft; 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 girders) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 249 lb uplift at joint 4, 217 lb uplift at joint 2 and 123 lb uplift at joint 5. LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-8=-74.0 Trapezoidal Loads (plf) Vert: 8=0.0-to-4=-183.1, 2=-1.7-to-5=-49.5 Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Dr e Suite 300 Chesterfield, MO, 63017 Cert.#6634 A WARNING - Verolf design parameters and READ NOTES ON THIS AND REVERSE SIDE HEMRE 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 Inslolled and boded veitbaMy. Applicabltlty of design paiomeleis and proper incoipoiatlon of component k responsiblilly of building designer - not huss designer. Bracing shown k foi lateral suppod of Individual web members only. Additional temporary bracing to Insure stability during consliuctlon k the iesponslblllly of the eiectoi. Additional permanent bracing of the overall structure k the iesponslblllty of the building designer. For geneial guidance iegaiding fabilcation, qualify control, storage, delivery, wection and bracing, consult OST-88 Quality Standard, DSS-89 Bracing Specification, and H18-91 Handling Installing and Bracing Recommendationavailable hom Puss Plate Institute, 583 D'Onoftb Drive, Madison, WI63719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t'/. *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 e securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachc2C3 other. 1/VEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o - , ; , ; joint and embed fully. Avoid knots and wane plates IA" from outside edge of O a y _ at joint locations. truss and vertical web. a 4. Unless otherwise noted, locate chord splices o at r/4 panel length(* 6" from adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/Gang-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. Boftom chords require lateral bracing at 10continuouslateralbracing. 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. 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. 16. Care should be exercised in handling, PANEL TOW© erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018,01 M WRMAZR® y. W n Job Truss Truss Type Qty Ply D R HORTON 14673754 DR1965F S1 ROOF TRUSS 2 1 optional) ACCUSPAN-TH, LONGWOOD, FL 5.000 s Dec 17 2002 MiTek Industries, Inc. Tue Apr 01 11:05:03 2003 Page 1 1-" i t-5 0 11-5-0 1.5-0 Scab • 1:5.4 yyd 2 3.54 12 yH O 1 1-5-0 2x4 = 1-5-0 LOADING (psf) SPACING 2-M CSI DEFL in (loc) Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.15 Vert(LL) n/a - Ma M1120 249/190 TCOL 7.0 Lumber Increase 1.33 BC 0.00 Vert(TL) -0.02 1 >887 BCLL 0.0 Rep Stress Inca NO WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Vdefl = 360 Weight: 7 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-5-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 3*-40/Mechanical, 2=193/0-8-0, 4=6/Mechanical Max Horz 2=47(load case 2) Max Uplift3=-40(load case 1), 2--175(load case 2) Max Grav3-25(load case 4), 2=193(load case I ), 4=6(load case 1) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=29, 2-3=-24 BOT CHORD 2-4=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf, BCDL=5.Opsf; occupancy category 11; exposure B; partially,MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable ofwithstanding 40 lb uplift at joint 3 and 175 lb uplift at joint 2. LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-74.0 Trapezoidal Loads (plf) Vert: 2=-2.5-to-3=52.3, 2=0.0-to-4=-14.1 Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert. #6634 0wwrtMNO - Ver(Jy design pa.arrrneters and R&W Notes ONTWS AND REVERS6 SWE BE" is use. ....® Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component k responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stablllty during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality contioi, storage, delivery, erection and bracing, consult OST-ER Quality Standard, DSS-89 Bracing Specification, and HIS-91 MiTek® Handling Instolllnrt and Bracing Recommendation available from Truss Plate Institute, M D'Onohlo Drive, Madison, W153719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Prope" t3i. * 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.. 4 TOP CHORDS 2. Cut members to bear tightly against eachcac other. o WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i - ; ; Q joint and embed fully. Avoid knots and wane plates I/8" from outside edge of v o a ti at joint locations, truss and vertical web. a o 4. Unless otherwise noted, locate chordsplices I/ 4 atpanel length(+ 6" from adjacent joint.) uC, Q BOTTOM CHORDS Thissymbolindicatesthe5. Unless otherwise noted, moisture content of required direction of slots in A J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating formal refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and Mffek/ 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, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/ DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARINGothersunlessshown. nA Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MTek® engineer. 15. Care should be exercised in handling, PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018, 019 M WRO,AIN0 4 II 1 O O mill, Ail 1111111 O O I O 0 OLUME cl_O V"AI\Ni%IC=: ALL BEARING WALLS TO BE PLACED 1 IGTICE.— —REVIEW—ALL --- _ — — — — — _ 1 L. '-PLY HGR. I I SPAN DIMENSIONS--BRG. WALLS I I PRIOR TO SETDNG TRUSSES.. A6 2 PLY HGR. IENIGNEERED DRAWINGS--LOADING--PITCH AND OVER/HANGS1. WALLS SHOWN ARE TO BE A d 3 PLY HGR. SIGNED APPROVAL: X j JOB NUMBER: DR1965F DATE: 8-6-02 PITCH:LOAD: SHINGLES CCU SPAN CUSTOMER- D R HORTON S BY: T.H JOB NAME: MODEL 1965 "D" ELEV.c>1R 12" BRG: BLOCK Milestone Master Documents Approved By Central Florida B.O.A.F, March 18, 2002 Updated: 3/18/2002 milemasters.xls PAG£ DESCRIPTION DRAWINQ sK /REPORT # SERIES INDEX " MASTER FILE NUMBER 1 n r .;= R .- INSTALLATION DETAIL W/ TAPCONS HORZ. SLIDING FLANGE WINDOW XOX CONFIGURATION FLEX0022 Ji000 . 2 . ImsTALLATpy DETAIL W/#8 SCREWS HORZ. SLIDING. FIN WINDOW FLEX0028 11000JFLEX0298 INDEX : 4 INDEX ' 5 1INSTALLATION DETAIL W= SCREWS HOFM SLIDING. FIN WINDOW XOX CONFIGURATION MASTER FLE NUMBER 2 INSTALLATION DETAIL W/TAPCONS HORZ. SLIDING FLANGE WINDOW MASTER FILE NUMBER 3 .: JINSTALLATION DETAIL SGL HUNG FLANGE WINDOWS 1100 IFLEX0020 JIM IFLEX0016 11000,100 & 2000 6 INDEX . ` 7 JINSTALLAMN DETAIL WAVO SCREWSMASTERFILENUMBER4 INSTALLATION DETAIL W/ON£ BY BUCK FIXED FLANGE WINDOW IFLEX0026 FLEX0018 . 1000,1500 & 2000 1000 & 2000 8 INSTALLATION DETAIL WI#8 WOOD SCREW FIXED FIN WINDOW FLEX0030 2000 9 FLANGE INSTALLATION DETAIL CONCRETE HEADER W/1 BY SUCK DESIGNER FIXED WINDOW FLFX0035 10001750 & 2000 10 FLANGE INSTALLATION DETAIL WITH FRAME BUILD DOWN DESIGNER FIXED WINDOW FLEX0036 10001750 & 2000 11 INDEX -.-MASTER 1 FIN INSTALLATION DETAIL DESIGNER FIXED WINDOW FILE NUMBER 6 SLIDING GLASS DOOR INSTALLATION WITH TAPCONS FLEX0037 IFLEX0021 1000,1760 & 2000 1500,1000 & 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 600,1000 & 2000 1000 / 1600 16 FLANGE TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE -CAPACITIES 1HMFLGTR 1000 / 1500 1 FIN TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFINTW 1000 / 1600 17 FLANGE TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFLGTW 1000 / 1600 19 FIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE. CAPACITIES. 1HMFIN 1000 / 1500 19 FLANGE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFLG 1000 11500 20 FIN VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 11VMFIN 1100011500 21 FLANGE VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES J1VMFLG Jim11600 22— INDEX'-,; 23 FLANGE VERTICAL MULLION INTO HORIZONTAL / DESIGN PRESSURE CAPACITIES j1VMHMFLG MASTER FILE NUMBER 7 FIN TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 11000 2HMFINTR 1500 2000 24 FLANGE TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFLGTR 2000 25 FLANGE VERTICAL "MULLION INTO HORIZONTAL / DESIGN PRESSURE CAPACITIES 2VMHMFLG 2000 26 FIN TWIN HORIZONTAL MULLION SECTIONS I DESIGN PRESSURE CAPACITIES 2HMFINTW 2000 27 FLANGE TWIN HORIZONTAL MULLION SECTIONS IDESI N PRESSURE CAPACITIES 2 FLGTW 20M 28 FIN HORIZONTAL MULLION SECTIONS IDESIGN PRESSURE CAPACITIES FIN 2000 29 FLANGE HORIZONTAL MULLION SECTIONS 7DESIGN PRESSURE CAPACITIES 2HMFLG 2000 30 IFIN VERTICAL MULLION SECTR AS / DESIGN PRESSURE CAPACITIES 12VMFIN 2000 31 IFLANGE VERTICAL MULLION SECTIONS / D SIGN PRESSURE CAPACITIES 12VMFLO 12000. Page 1 of 1 a R1I v""Dow BY FLo"m cmunt" TEST REPORTS BOAT TEST REPORT SUBMITTAL REPORT NO. TEST SIZE DESCRIPTION NCTL-210-2319-1 A 53 1 /8" X 72" SER.. 1000 SINGLE HUNG NCTL-210-2327-1 72" X 72" SER. 1000 FIXED WINDOW NCTL-210-1949-2 48 1/2" X 84 1/2" .SER.. 1500 SINGLE HUNG NCTL-210-2318-1 53 1 /8" X 72" SER. 2000 SINGLE HUNG NCTL-210-2344-1 72" X 72" 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. BOAFTEST CONCRETE OR MASONRY OPENING By OTHERS ONE AT WOOD BUCK IT OTHERS CAULK BETWEEN WINDOW FLANGEWOODBUCK STUCCO J BY OTHERS PERIMETER CAULK IT OTMCRS GLASSEESNOTES) WINDOW HEIGHT PERIMETER CAULK By OTHERS a ` CAULK BETWEEN VINDOW FLANGE L PRECAST 'SILL W/VULKEM 116 ADHESIVE CAULK OR APROVED EOL.. CAULK BETWEEN WWI) BUCK L NAS'Y. OPENING HT OTHERS INSTALLATION ANCHOR V16. DTA TAPCoN SHOWN ISEE NOTE 91 D 1-1/4• MIN EMBEDMENT 4 1 CNE By WOOD CONCRETE OR MAi0:1RY OPENINGBUCKBYOTHERSiYOTHERS HULK WIDTH I-Vr oft[ MC9CMT SHIM AS REO'D, C• FLANGE TYPE -1/4' MAX, WINDOW FRAME IS— NOTES, JAM' INSTALLATION ANCFLR 3/16' DIA TAPCON —,"_ SHOWN cSEE NOTE 9) p 00. SEESNOtE51 If A) ) O CAtx.K BETWEEN4111 WINDOW FLANGE L WOOD BUCK PERIMETER SHIM AS REO'D, CAULK Zia- MAX. BY OTHERS cSEE NOTES) WINDOW WIDTH FLANGE TYPE STUCCO WINDOW FRAME BY OTHERS CAULK BETWEENFADERSECTIONB—B „`;. OPENINGS 9Y OTMERS WINDOW WTH. BUCKHEIGHT FG WINDOW HGT. I I K- FLANGE TYPE 1 WINDOW FRAME SILL J ELEVATION 1 VIEWED FROM EXTERIOR V 1 SILL SIDS A Q O• 1` V II IT OTHERS 1' YPRECASTSILL Y `(f P HT OTHERS T S SECTION A -A F 212002 1REPARE6 31; PKOptiT L APPLICATION ENGIKERU4 TAPCON LOCATION CHART CALL TIP TO L A : nI Ih HEAT LOCATIONS IN JVAM Tfl WSIZETIP50K= C.D To On 74 % 26 C0 IJ IJ1D2Bil` 74 X 38 3/8 ED 0 D.E I,J K.L W.KJ, 7. X SD 5/8 C.D CA.E IJ.K.L I NJ r D33 1G6 //a X 38 3/8 B.C.0 1 MA E LJJTA _I U.K.J. au 1 M 114 ^• B.CS r t t3:C = S' I AL G.M I .R.. 26 C Itt23i 38 3/2 B.0 A.-: A F LJJia 1 IJK.L a 111 X SO / B.C.D.E C.Ol f IJ.KA I K L M J, A L, A A IJ.K.L M3 J20 % 38 3/8 B.C.D.: ' I. A,3 :.O.E.F LJJLI IJ.X.L a x 8 A:B.C.i..E.= C.D F G.n IJ.K; I J K. 6020 72 x 21 0 IJ 6030 72 X 36 C.0 CA.E LJ I.J.K.I. .. CA 3.C.D.E IJJLA 1J.K,L 7030 84 X 36 B.C.Cl E.C.O.E LJJL.L JAL 7040 a aA B.C,... 3.C.O.E W.K.I. IJ.K.L 3020 96 X 24 c 8030 96 X 36 B.C.0r 3.CA.E W.K1 IJ.K.L B.C.D A0.C.05Y IJ.K I G 90 JOB X 24 L 2.L : IJ.K,L 9030 JOB X 36 B.0C.E 3.C.O.E W,K.L W.K,L ar.0 log It A.B C = A.B.C.D.E.f I 10020 120 X 24 U IJ.K,L i0030 20 % 36 B.C.0 All D£.f I,J,KA J.K.L 10040 120 % 48 B.C.0 . 1 A.;.C,D.. F I.J.KA I,JK,L NOTES, 1) SHIM AS R£OV. AT EACH INSTA-1ATION ANCHOR. MAX- ALLOWABLE SHIM STACK TO BE 1/4-. 2) WINDOW FRAME MATERtA_ ALLwwM A_LOY 6063. 3) TAPCON INSTALLATION A.ICMOR MUST BE Of SUFFICIENT LTHt TO ACH%EvE MIN. EMBEDMENT -OF 1-1/a' INTO MASONRY OR CONCRETE. 4) USE SILICOHRZED ACRr.K CAULK BEHIND W9400w F,"E AT HEAD A JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WRH VULKEM 116 ADMESW_ CAULK OR A:?ROVED EOUAL. H S) USE SKJCDHAZED ACRrL:C CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. T 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR GIIANTI Y -LISTED WITA NEXT LARGER SIZE, FOR THE APPROPRIATE DESIGN PRESSURE REMO. 7) GLASS THICKNESS MAY vARY PER THE REOuQCuEN-S OF ASTN E1300 GLASS CHARTS. 8) LETTER DES+GwTjOuS ON THE TAYGN LOCATION C-AR! INDNWi WHERE TAPCON ANCHORS ARE TO SE INSTALLED WHEN USJLG THE EXTERIOR ELEVATION AS A KEY. L 9) ALL FACTORY APPLIED r.OLES NOT DESIGNATED FOP TAPCON ANCHOR SHOULD BE FILLED W'. /i S._REWS OF SUFFICIENT LTH. TO PROv10E Mn. S/8 IN, EMSEDAIE'.T INTQ WOCQ BUCK. 10) APPIKATION OF VUULEv TJE A:ISNE CAULK AT =?LAME SILL MUST COMPLY w9H SEALAN- MANuFACTuPn'S RECOMMEvDATtONS. I1) WHERE WINDOW IS INSTALLED m MASONRY OPENING WITH A STRUCTUAL TWO BY BUCK, USE 1'0 SCREENS OF SUFFICIENT LENGTH TO ACHIEVE1-3/9' MIN. EMSEDM:yT AT ALL M.S:ALLATION FAVEVER LOCA7JONS. SHEATHINGSHEATHING CAULK BETWEEN CTMERS WINDOW FTA t NATI 1 INSTALLATION ANCHOR RB SCREW STUCCO OR SICING BY O'..ERS PERIMETER CAULK By OTHERS GLAZING ITrP.) cSEE NOTE 7) WINDOW j MCIGHT f PERIMETER CAULK By OTHERS INYTALLATM \ ANCHOR sB SCREW I OR SID[NG By OTHERS CAULK 1ETWEEM I WINDOW FIN _„J I NINtSIEAtMINGSNEATHINGEMBE(ENTBYOTHERS SECTION A -A TWO By WOOD by OTHERS li4• MAX. SHIM SPACE SHIM AS REO'D. cSEE NOTES) FIN TYPE WINDOW FRAME MEADER WINDOW WIDTH 24. O.C. y CTYP.) IIMAX. A WINDOW EOUALLY SPACE1+EIGHT ANCHORS p ( TY1tP.) p16 v 1 A nAx 24• O.C. cTTP.) FIN TYPE MAX (T7P.) WINDOW FRAME SILL 6' MAX. <TTP.> LEVATION VIMD mum EXTERIOR nARILE SILL STOOL Ir OTHERS i.S l*" 1 G }=)ixLy/ w t`} L+4/ lp .. 1. a...' . Lar?/0, B)TRuDcRS _ Y S--- r l/4' SHIM SPACE MAx_ SHIM AS RE0'0. SEE NE ZT VIVO By WOOD BY OTHERS lo—loo ll IPTO&ICT a APPRI[A7IDN WINDOW WIDTH TWO by Wma BY OTHERS SHIM AS REO'D. SEE MOTESI 1/ 4- MAX. SHIM SPACE L GLA2ING ( TTPJJ SEE NOTE 7) PERtr#TER J CAULKBr GTIERS SHEATHING Hr O:MERS FIN TYPE WINDOW FRAME JAM3 STUCCO Ct. SIDING BY lNS1ALlAiI, OTHERS A)ICFW AB SCREW SECTION S-B fWEEN 1' hilt EN cOmENTy 1NoTFc- T) Stan AS REO'O. ADJACENT 70.EACH /NSTw-ATIONA):CHCP. MAX. ALLOwA2LE SHIM STACK TO BE 1/4. 2) WINDOW FRAME MATERIAL; ALWMINIIM ALLOY $063. 3) INSTALLATION ANCHOR MUST BE OF SvfFK:ENT LIM. TO ASmEvE MIN. EMBEDMENT of T' INTO WOOD FRAME MEMBER. 4) USE SR.ICOwZED ACRYLIC CAULK BEHIND AW.NDOWFIN AT MEAD. SILL k JAMBS. S) USE SIUCONIZED ACRYLIC CAULK FOR PER -METER S.A. AROUNO EXTERIOR OF WINDOW FRAME. 6) GLASS THICKNESS MAY VART PER THE RE:AREm :S CY ASTM E1300 GLASS CHARTS- 7) INSTALL INSTALLATION FASTENERS AT 6- MAx. FROM COP.tiERS AND MAX. 24- O.C. DESIGN PRESSURE CAPACITY OF INSTALLATIONS, W-M AMCHCR SPACIMC AS STATEo. IS 70.0 PS' FOR ALL AVAILABLE SIZES UP TO 73' X 71' MAX. INC:- Mo INTERMA710im. KWT.. tuITE PM Ita-.P7 to M-M ±274: Ilbt a27 ws-nfii FAX 407 r05-0356 S SMEATHING CAULK BETWEEN By OTHERS WINDOW FIN t SHEATHING INSTALLATION ANCHOR RB SCREW STUCCO OR SIDING BY OTHERS — I PERIMETER J1CAULK. IT OTHERS cSEE NOTE 71 VINDOV HEIGHT PERIMETER CAULK IT OTHERS INSTALLATION ANCHOR aB SCREW STUCCO SIDING Bby 1 OTHERS CAULKvINDDv FIN —' t SHEATHING MIN F TWO BY WOOD By OTHERS 1/4' MAX. SHIM SPACE SHIM AS REO'D. FIN TYPE (SEE NOTES) WINDOW FRAME HEADER WINDOW VIDTH MAx. qTYP.) VINDOV F!N TYPE HEIGHT WINDOW FRAME. SILL Ell MARBLE SILL — STODL BY 24' O.C. OTHERS MAX. (TYP.) 1/4' MAX. r SHIM SPACE 1 SHIM AS REO'D. SEE NOTES) SHEATHING I'HIN 8r OTHERS EMBfp14EN1 BYpOBYRvOOD SECTION A -A WINDOW WIDTH TWO BY WOOD — 8Y OTHERS SHIM AS REO'D. SEE NOTES) GLAZING CTYP;) SEE NOTE 7) FIN TYPE WINDOW FRAME JAMB EDUALLY SPACE ANCHORS (TYP.) 1/4' MAX. CAULK BETWEEN WINDOW, SHIM SPACE LSHHEAEAFINTHING 1' MIN. EMBEDIENT I,. SHEATHING by OTHERS PERIMETER CAULK By OTHERS INSTALLATION STUCCO OR ANCHOR •3 SCREV SIDING BT OTHERS SECTION B-B WITE51) SHIM AS REO'D. ADJACENT TO EACH INSTALLATION ANCHOR. MAX. ALLOWABLE SHIM STACK TO BE 1/4'. 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6061 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO ACIVEVE MIN. EMBEDMENT OF 1' INTO WOOD FRAME uEMBER. A) USE SR.ICONZED ACRYLIC CAULK BEHIND WINDOW FIN Al' MEAD. SILL h JAMBS. VATI N .) USE S"ONG!ED ACRYLIC CAULK FOR PERIMETERELESEALAROVNGEXTERIOR OF WINDOW FRAME. VIEWED FROM LXTERIUR 6) CLASS THICKNESS MAY VARY PER THE REOWREuENTS OF ASTM E13W CLASS CRAM. J: =, Tr Jr `:.{`,.b,+A 7) INSTALL INSTALLCION FATENERS AT 6' MAX, FROM CORNERS a'`- AND Ax. 24' O.C. DESIGN PRESSURE CAPACITY OF INSTALLATIONS WrA ANCHOR SPACING AS STATED. IS 70.0 PSF s;:' i .•.rt: 2j ! 'A FOR ALL Kvmvei E WES LIP TO 119- x 49 5/8' WAX. REV DESCRIPTION DATE INI FLORIDA EXTRUDERS INTERNATIONAL. INC. SANFORD. FLORIDA, TITLE: INS ALLAT I ON DE W L w / t18 SCREWS HORZ. SLIDING FIN WINDOv XOx CONFIGURATION- SERIES 1000 BB APPROVED BY: DRAWNBY: r i 1'[uZ DaTE:i2/17/01 SCALE:N. T. S. DWG.: FLEx0029 1REoARCD Br: RDDIICT t AP ICATWh CWj MITa. INC.. ZW INTERNATIONAL XW7., UITE 2%. IEATH40W. %CRIDA 32744 HONE 407 005-0765 tAx 407 W_"I'l q 6' MAX. IMP.) 6• MAXATYPJ CONCRETE OR CAULK BETWEEN VaDD ONE BY WOOD CONCRETE OP MAT,O.•NRr OPENING MASONRY OPENING BUCK I. NAS-T. OPENING INSTALLATION AJQHER DICK BY HYMENS BY OTHERS CALL TIP TO BY OTHERS BY OTHIERS 3/ts' DIA. TAPCON B.W. - I I-I'4• "II SIZE TIP W BY wwo 4 (BUCK WIDTH) I EM.d(Xl DUCK By OTHERS I/s• SHIM JE p 1-1/4* MIN, FLANGE TYPE SPACEw(z. I 1H2 26 1/2 x 26 CAULK BETWEEN EMBEDMENT WINDOW FRAME SHIN AS REO'D. IN3 26 1/2 X 50 3/8 tn4 26 1/2 x SO Sp WINDDV FLANGE C 4 JAI43 (SEE NOTES) tH4S 25 1/2 x 36 t/4 i WOOD INSTALLATION ANCHOR INS 26. I/2 X 63 r/ 11 3/16' DIA TAPCON lH 26 I/2 X 72 1 1/4• SHIN E max. 23 37 x 36 5/ RIGID VINYL 24 37 X SO 5/9 GLAZIMG BEAD 245 37 X 56 1/4 25 37 X 63 GLASS (TIP.) 26 1 37 X 72 ME NOTES) I/6 x p 33 33' 1/6 x 38 3/6 ISTUCCO { 34 53 1/6 X 50 5/3 345 53 1/2 X 56 1/4 BY OTHERS \i 35 53 1/8 X 63 PERIMETER SHIM AS S) D. 022 -1 40x 7 CAULK (SEE NOTES) CAULK BETWEEN 023 74 X 38 3/9 BY OTHERS Bx WINDOW FUCKLANGE 024 74 X 50 6/8 WA WEIGHT) ( BUCK i WOOD Do 0245 7 X 56 l/4 FLANGETYPEWINDOWD2574x03HEIGHT) WINDOW FRAME PERIMETER 74 X 72 HEADERCAULKSTUCCO2OM20M24X24GLASS ( TIP.) IT OTHERS lY OTHERS I .20M30M 24 x 36 SEE MOTES) - 20M40M 24 X 48 W. W. 20M46M 24 X 54 cvINDOv WIDTH) CAULK BETWEEN 2M(SOu 24 x 60 WOOD CK 20OWU SECTIONB—B LNG 30120M 4 X3 214 RIGID VINYL NOES. BY OTHERS 3OM30M 36 X 35 HA1) SHWASR'0. AT EACH INSTALLATION ANCHOR. UAAX. k-LOwASLE 3OM40M 36 X 48 GLAZING BEAD SHM STACK TO BE 1/4' 30M46M 36 x S4 TTP.) 2) IamWw FRAAE MATERwL: ALLIMINUM ALLOY 6063. 30MSOM 36 x 60 3) MSTALLAT04 AN04OR MUST BE OF SUFFICIENT LTH. TO ACNIEVE MIN. 30Y60M 36 x 72 PERIMETER FLANGE 7TPE EMBEDMENT OF 1-1/4- INTO MASONRY OR CONCRETE. 4MW30MW 48 X 36 CA1iK WINDOW FRAME •) USE SR GOMY2ED ACRYLIC CAW( BEHIND WINDOW FLANGE AT HEM @ 40r40M 43 % 48 BY OTHERS SILL JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE w1TH VULKEM OMa6M •8 x S4 116 ADHESnE CAULK OR APPROVED EWAL. 4GL15011 48 X 50 S) USE SIUCONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND 4pM60M 43 x 72 EXTERIOR OF WINDOW FLANGEM 54 X 36 Q 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE ,43WOY 54 X 46 ANCHOR OUANMLISTEDwTHNEXT, LARGER SaL FOP. THE 46Ma1 34 x 54 APPR(»IATE DES" PRESSURE REO'D._ 46MSDM 54 X 60 7) GLASS THICKNESS MAY VARY PER THE RMAREMENTS OF ASTM E1300 4 x GLASS CHARTS. x 74 CAULK BETWEEN ' 0 V 6) LETTER OESWTIOMS ON THE TAPCON LOCATION MART INDICATE SOM30M 60 X 36 . vtmww FLANGE WHERE TAPCON ANCHORS ARE TO BE ISIALLED WHEN US" THE 50A W 60 X 46 a PRECAST SILL EXTERIOR ELEVATION AS A I(Er SOM46w 6C X 54 ADW/VULKCAU116 LK PRBy OTSILL SECTION A -A 9) ALL FACTORY APPLIED MOLES NOT OES+GmATED FOR TAPCOH ANCHOR 50MSOM 60 X 60 SHOULD BE FILLED WITH 18 SCREwS OF SUFFICIENT LTH. TO PROODE SOM60M 60 x 72 OR APROOED EOL. MIN. 5/3 IN. EMBEDMENT INTO WOOD BUCK. 66 X 36 W.W. '{ 10) APPLICATION OF VULKEM 116 ADHESA(E CAULK AT FRAME ALL MUST 66 % b A I COMPLY WITH SEALANT MA)NUFAcruPEP.'S PECOMMEMOATIONS. 56M46M 66 X SA I{i 1 ,) ONE ACOTtON4 FIELD DRILLED @ INSTALLED ANCHOR IS REO'D. w 56LWU 66 X 60 A B C 0 EACH JAMB ON THE FOLLOWING SIZES! 'D25' (73 Y 62). 'D26" 56M60M 66 x 72 73 X 71). •56M60M- (65 x 71). & 'Sn-~ (71 171). PLACE 4 ANCHOR BETwEEM ANCHORS 'C AND i AND BETWEEN ANCHORS 'H 60L/30M 72 1c 36 AND J' OvER. SS PSF ONLY. 6Mu0M 72 X 46 I E 601Wa6v 72 x 54 TO TO f TO C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C B. 0 e.0 C B. 0 C C B, C 3.0 C B. 0 B.0 C B. 0 B.0 C C CC C C CC CC CC CC T: CC C CC C CC i C C CC T: CC CC CC C CC C C CrC- B. 0 FE B,C 3.0 B.0a.L B.0B.0 3.0CB. 0 A.3.C.7 B.0 . A.B.C.D C B. 0 A.3 C C B. 0 A3 CS C B. 0 3 C = C B. 0 A3;C C e. 0 9.C. Y AT LOCATIONSIN JAM- TO I TO 1111 TO C. x G,x CA CAI C M CA CA CA G.n.1,J CACA G.n GA GJYJ. J GJIJJ CA G, MJ,J Gn J N H CA G." G.n CA G. HJa G),Ij CA G. xJJ CA G. HJJ G nJJ G,H, u E F.G.MJj 4.n G.N CA GJ(JJ Gil GA. I j G.HJ.J G.HJJ CA" E.F.G.4,IJ G•HJJ G.HJJ E.F,G.nJ.J GJIJ.J EJF.GJ(.IJ E.F.G.xJJ CA GJiJ. J G+JJ G.HJJ GlUJ E.F.G:xJlCA WI CAI G. n C. r. C.NJ.J H .H CA CA CA C; MJ.0 CA GJ1JJ CA GJ( JJ GJHJJ GJ( JJ CJf CA Gil G. AJJ CA G. HJ.J C.M. 0 GAJJ G x IJ G:H l J+ H GA CAI CA G. HJJ CJU.J G.HJJ G.x. 0GA" iJ Ef. f•41 CAGA Gil GJ( GJI GJIJJ G.MJJ G.HJJ G.HJJ CJIJJG.H, IJ . E.F.G.H.l C.H C.H G.H GIIJJ GA" WIJJ G H, LJ G HJJ E.F,GJH.I. GA I C.n CA 1 GJIJJ CAI CA GJI.IJ G.n, IJ GJ+JJGJt.IJGJHJJG. HJJ GJI.0 12) WHERE WINDOW IS INSTALLED IN MA50NP." OPENING VA-1 A $TRUCTUAL 72 x 6C a.L 8•C w.p L , I...n.a L.+•r.+.:H t..:..:,J.+ F Two BY WOOD BUCK USE 110 SCREwS OF SUFFICIENT LENGTH TO 60MS3M 72 X 72 B.0 B.0 A.3.CC CM J. E.FC J F. N r—' ACHIM 1-3/8- wM EMBEDMENT AT ALL INSTALLATION FASTENER *ADDITIONAL AN_lQRS RE3'D. SZE NOTE 11 1 LOCATIONS. ON SIZES NOTED IN NOTE 111 ADD A 1:0 SCREW H ANCHOR TO EACH JAWS FOR NOTED OEAGN PRESSURES_ IVTERNATiONAL, INC. FLORIDA EXTRliDERSSANFORD. FLORIDA B 8GE, MAL FLC :TD.A r4 O•,;,rF, TITLE: INSTALLATION DETAIL +a/ TAPcOr.S M ACTMWNA , t ORZ. SLIDINE FLANGE WINDOW SEP.IES 1000 F dR/0N4 ;nER$ TI O N D1tAlvN BY: BB APPROVED BY: T EXTERIOR' —• 4 fit. `,L DATE:10/23/01 SCALE:NTS ,DING.: FLEXOO?O ppepylrn ]T. ROMGT L 4MICAtION E+LIaER:tw WC. 25C WERNA*Jom4L pXWT. SJITE MC. NEAT-:3u'FLMDA 22746 PG •:Y 605-0)55 FAA 437 205-035: i ONE BY WOOD BUCx BY OTHERS CAULK BETWEENWINDOWFLANGE - 6 WOOD BUCK STUCCO _•/ BY OTHERS PERIMETER CAULK Br OTHERS RIGID VINYL GLAZING BEADTYPO CAULK BETWEEN CONCRETE OR WOOD BUCK 6 MASONRY OPENING IIAS•Y. OPENING 21 OTHERS BY OTHERS 6 t I-1/4, MIN t 4 EMBEDMENT F I INSTALLATION ANCHOR 3/I6' DIA. TAPCON SHIM AS REO'D: 1/•- MAX. SEE NOTES) FLANGE TYPE WINDOW FRAME HEADER GLASS I1 _ ITTP.) (SEE NOTES) B.V. — 1-1/4, MIN BUSK WIDTH) EMSE•DMEMi INSTALLATION aNCCOR ONE BY WOOD 3/16' DIA TAPDN p BUCK DY OTMERS — SHIM AS RCO'D RIGID VINYL ;AZ17 GLAZING BEAD (SfE NOTED TIP.) TTPXSEE NOTES) —\ r FLANGE TYPE — WINDOW FRAME , JAMB CAULK BETWEEN vWINDOWFLANGEPERIMETERLWOODBUCKCAULK BY OTHERS W.W. WINDOW WIDTH) t Bit BUCKHEIGHT) CAULK BETWEEN WINDOW FLANGE B PRECAST SILL W/ WALED L(BA ADHESIVE SECTION B-8CAUL(. OR APRV'A EOL. FLANGE TYPE PERIMETER WINDOW FRAME CAULK SELL BY OTHERS CAULK BETWEEN WOOD BUCK L NAVY. MPENINC BY OTHERS CONCRETE OR MASONRY OPENING BY OTHERS W.W. + 0EBYOTHERS Q SECTION A —A A A B C NCASREO-D. AT EACH INSTALLATION ANCHOR. MAX.ALLOWABLE D ' SHIM STACK TO K 1/4-, E 2) 16R4OOW FRAME WATERw.: ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTM. TO ACHIEVE MIN. EMBEDMENT OF 1-1/4' INTO MASONRY OR CONCRETE. A, 4) USE SLCDM= ACRYLIC CAUL( SEHWNO WINDOW FLANGE AT HEAD p 6: JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRCE WITH B K B O VULKEM 116 ADHESIVE CAULK OR APPROVED £DUAL [`'•% 15) USE SLOCOM1ZED ACRYLIC CAULK FOR PEROAETE.R SEAL AROUND W.H.EXTERIOR OF IFINDOW FLANGE. F (`a a) If EXACT WINDOW SIZE 6 NOTLISTEDINANCHOR CHART. USE - AJ AN04OR oUMNriALISTED %lTM NEXT LARGER SIZE. FOR THE APPROPRIATE DESIGN PRESSURE REO'D. vi 7) GLASS THICKNESS MAY VARY PER THE REWW-MEMSOF ASIM CLASS CHARTS. 8) LEETTEERR TIDNIS ON THE TAPCON LOCATION CHART INDICATE H I W Wf1ERE TAPCON ANCHORS ARE TO BE INSTALLED wH'JNUSING THE CA)LO 9) ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TAPCON J - AteC140R sno(KD K- FILLED WHIM to SCREIYS of SUFFICIENT LT". A TOPWADEMIL'5/a IN. EMBEDMENT INTO WOOD W". TD) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG IS SHOWN. INNS ~ ALSO APPLIES TO THE FLORIDA EXTRUDERS 1500 AND 2000 ELEVATION SERIESSHUNGS. 11) WHERE WBODM 6 :MISTALLED IN MASONRY OPENING WTH A SUFFICIENT LENGTTH T"'0dc)9U i his'' mi -SOwEM AT VIEWED FROM EXTERIOR ALL INSTALLATION FASTENER LOCATIONS.. TAPCON LOCATION CHART CALL BUCK LOCATIONS IN HEAD LOCATIONS IN JAv'B SIZE SIZE X*V TO 40.SF 11V TO 7aPSr 30.V TO 401ST 4:PSr TO 7>V 12 It 1/3 x 2S B B FA F,G 13 16 I/B X. 37 3/8 B B F,G F'I; IA 16 1/6 x_49 6/8 B B F.G F.G 145 1s1/8 x ss 1/4 B B 15 16 I/6 x 62 B 8 FA - F.G 16 16 t/8 x 71 B B FA FAJ:J 7 it F FGJ iH2 25 1/2 : 25 B B IM3 25 1/2 x 32 3/6 B 8 FA FA iM4 25 1/2 x 49 5/6 n n FA F.GJrJ 1H45 25 1/2 X 55 1/4 B 8 FA FAAJ IM5 25 1/2 X 62 8 8 Fc FAA; INS 25 3/2 x 71 B B FA F.G.Mi1N7 25 1 x 83. F.CAK F.CJ.R 30 1/ 2 . 26 30 In . 36 3/8 29 1/ 2 X 25 29 1/ 2 x 17 3/8 8 8 F,G f.G 301/ 2 . SO 6/e 29 1/2 x 49 5/3 B 8 FA FA F.6" FAJ:J 30 1/2 . 56 1/4 29 1/2 x 55 1/4 n B n 6 f.c F.G!(A30 1/2 . 63 30 //2 , 72 29 1/ 2 x 62 z9 1/ 2 x 71. 0 n F.GJIJ F.c.MJ 30 1 . 64 29 i X 63 B n F.GJX F.GJA 36 x 25 39 x 37.3/0 B B FA FA 24 34 x 49 S/e B B BB F.G FA F. G, r.J F.G. IU 245 2536x551/4 36 It 62 B B F.G mj F•G.HJ 26 36 x 71 B 6 F.G.NJ 7 36 It 83 B 8 F.GJ.KFAJIJJ.< 42 25 42 541x 25 41 49 3/6 B FA F.G.MJ 255/ 0 n3Xa449S/A8 8 B FA F.G.NJFAA; f,GJU 42 . S6 1/4 42 . 63 41 x 55 1/4 41 x 62 8 B FAJL D.E.FAJ•.J 42 . 72 41 x 71 B B F G.MJ O.E.F.GrJ 4 41 x 83 f G QGJUI.K46 . 26 48 . ] 8 3/ 6 47 X 25 7 x 37 3/8 8 A.0 FA F.GJu 4a . 50 5/ 3 47 x fs 5/9 B B A.0A.0 f.0 FA NJ F. G.", FGJ11 48. 56t/4 46 63 47 x S5 1/4 F.G."J D.£.F.COJ 46 , 72 i x u 47 x N B a A.0A P FAJLre, K O.E.M. M[ '•K 32 52 1/ 6 X 25 a A.0 FA FA 33 S2 1/ 9 x 37 3/8 8 A.0 FA F.G ") 34 52 1/ 6 x 49 5/8 B A.0 F.CUNJ F.G.NJ 34551 1/ 6 x ss 1/4 B A.0 FA:NJ D.EF.GJ(J 35 52 62 F.G.M.1D.EFAJ+J 36 52 /8 x B LC F.G.MJ D.Ei.G.MJ 37 SZ I/. x 63 B F.GJ.K O.EFAJxJ.K 37SIZE NOT AVAILABLE IN IODO OR 1500 SERKS. N L I : s. .:i PFi.AREO r: PRODUCT A AM"' Cm ENGMZEMINFa K-. 230 RNAL. INC FLORIDA EXTRUDERS INS'ANFOR FLORIDA TiME:INSTALLATION DETAIL SGL. HUNG FLANGE WINDOWS - SERIES 1000 , I DO & 2000 DRAWN BY.: BB APPROVED BY: DATE:10/09/ 01 SCALE: NTS DWG.: FLEX0016 NALD/UL F".. SUITE 230. H CATMRpt I'U"CA 32746PNOME 407 605'=5 I" 407 &'5-0366 nrs r CAULK BETWEEN SHEATHING WINDOW FIN 6 BY OTHERS SHEATHING INSTALLATION ANCHOR : ID WOOD SCREW STUCCO { BY OTHERS II WINDOW HEIGHT PERIMETER CAULK HT OTHERS GLAZING (TYPJ SEE NOTES) PERIMETER CAULK BY OTHERS INSTALLA71ON ANCHOR to WOOD SCREW STUCCO BY OTHERS CAULK -BETWEEN WINDOW f1H SHEATHING t SHEATHING BY OTHERS SECTION A -A TWO HY WIND BY OTHERS SHIN AS REO'A SEE NOTES) I/A' NAX. SHIN SPACE FIN TYPE WINDOW FRAME HEADER GLAZING (TYP.) SEE NOTES) FTN TYPE WINDOW FRAME SINARHLE SILL STOOLHYOTHERS 8TByWOODOTHERS EMBEDMENT CENTRAL F A 8.O.A.F• NAW i TAR FUX # GL( SEECSEE WINDOv I WIDTH A I 8 B 24' O.C. mAx. CTYP.) EQUALLY SPACE WINDOW J ' ANCHORS (TTP HEIGHT 1 A L HAx, JPJ------......------1111111111116• HAx (TYPJ ELEVATION vIEwED PROu EXTERIOR WINDOW WIDTH 1/4' MAX. SMin SPACE SHIM AS REO•D. TW0 IT WOODSESHIMASRESTUDHYDINERS r TPJ En—nE-DMENT TEb i SHEATHING BY OTHERS CAULK TWEENFINTYPEWINDOWFIN vINDDW FRAME i SHEATHINGJAMB PERIMETER INSTALLATION ANCHOR CAiiK 18 WOOD SCREWBYOTHiRS STUCCO BY OTHERS SECTION B-B NOTES 1) SHIM AS REO.0. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE SHIM SACK TO BE 1/4% 2) WP4O0W FRAME MATERIAL- ALUMINUM ALLOY 6061::-- 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LIN. TO ACHIEVE MIN. EMBEDMENT OF I' INTO WOOL DUCK. 4) USE SILEduZED ACRYLIC CAULK BEHIND WINDOW FIN AT MEAD. SILL k JAMBS. S) USE SMICONIZED ACRYLIC CAUL( FOR PERIMETER SEAL AROUND EXTERIOR OF WNDOW FRAME. 6) IF EXACT. WeIOOw SIZE IS NOT LISTED IN. ANCHOR CHART. USE ANCHOR OUA%TITT WED -WITH NEXT LARGER. SIZE. 7) GLASS THICKNESS MAY WRY PER THE P.EOUIRNENTS OF ASTM E130O GLASS CnARIS.. 8) FLORIDA EXTRUDERS 10W SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO APPUES TO THE FLORIDA ETROOERS 15W AND 2000 SERIES SINGLE HUNG WINDOWS. I I i (`)^)r'=ic/t3/ut 23lALG:H7. 1 fYwY..iLC/VVCD nI I u• cl nrP n f• PRMs l L A0ft IrATIJ rMUNCERUb. PC. 2W INTERNATDAAL PKWT.. SLATE 250. r-_A714_1. ELCRIbA 327.6 PHQf 407 805-0365 fA. •C17 WS-9366 rA CONCTt£TE OR NASDNRI OPENING By OTHERS oK BY WOOD BUCK By OTHERS CAULK BETIVEEN DWINDOWFLANGE t VW-D kO+R D Io > < STUCCO BT OTHERS PCRIMETER CAULK BT OTHERS GLASS (TIP-) SEE NOTES) W. WINDOW EIGMT) PERIMETER CAULK BY OTHERS a q ) CAULK BETWEEN vlKWW FLANGE t PRECAST SILL W/VLILKEM 116 PRECAST SILL ADHESIVE CAULK BY OTHERS GR APRV-D. COL. SECTION A—A_ __ INSTALLATION ANCHORr3/16' DIA TAPCON CAULK BCTWEEN VCOD BUCK tNAVY. OPENING HT OTHERS GLASS (TrP:) - 1-1/4' MIM (SET_ NOTES) C 4 EMBEDMENT VIP SHIM AS REO'D. 'Y' I# 1/4' NAIL B1W SEE NOTES) FLANGE TYPE WINDOW FRAME . W.W. ---j RIDGED VNYt GlaZinG BEAD B.M.(BUCK HEIGHT) g B RIDGED VINYL - GLAZING BEAD W.H. 24• pC. MAIL (TIP) FLANGE TYPE r- WINDOW FRAME 6' NMX.. (TrP.) A --O-' ELEVATION VIEWED FROM EXTERIOR B.V. ctuCK WIDTH) SHIM AS REO"D. 1/4' MAX SEE NOTES) RIDGED VINYL GLAZING BEAD 1• CONCRETE ORjL+KLbt+t MA$^NRT OPENING BY OTHERS INSTALLATION ANCHOR 3/36' DIA..TAPCON . v tY+E By WOOD i BACK BT OTHERS v FLANGE TYPE / p WINDOW FRANC CAULK 6ETWEEn W[MWW FLANGE PERC TER WOOD BUCK CAULKtBYGTZS CAULK >KTVEEN WOOD BUCK t V.W. HAS'+. "OPENING WinDOW WtDTHU + BT OTMERS STUCCO BY OTHERS SECTION E—B i)sNOTES, lM AS REO'D. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE SHIM $TACK TO RE 1/4 2) WINDOW FRAME MATERIAL: ALuwnim ALLOY 6063. 3) 3/16' DAL TAPCON INSTALLATION ANCHORS MUST BE OF SUFFICIENT LTH, TO ACHIEVE MIN. EMBEDMENT OF 1-1/4' INTO MASONRY OR CONCRETE- 4) USE SRJCOIZED ACRYLK CA1RK BEHIND WINDOW FLANGE AT HEAD h JAMBS. SKA MUST BEATTACHEDTOTHQSUBSTRATEMOTHMRJ(EY 116 ADH+EpVC CAULK OR APPRDVEO COWLS) USE SKHCON ZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR O: 'WINDOW FLAW. n6) LARGER SIZE. NOT UM DEANCHOR sPRESSURE• USED LISTED W" 7) GLASS THICKNESS MAY VARY PER THE RECUIREMENTS OF ASTM E1300 OMSS CHARTS.. B) INHERE SPACING BETWEEN TAPCON A"CHOPS EXCEEDS 24 IN. O.C.L /6 SCREW"F S)FF"NT D. LTA. TO PRMvE M. 5/8 N. EMBEDMENT 1NT0 WOOD BUCK SHOULD BE IT ALSO N9) FLORIDA EXTRUDERS 1000 SERIES FIXED WINDOW IS SHOWN. THIS PRINT ALSO APPLES TO THE FLORIOAEXTRUDERS2000SERFSFIXEDWINDOWS" 10) SEE BACK OF THIS SHT, FOR NSTL'N ANCHOR REOUIi<.MENTS. 11) APPLICATION OF VIA.KEM I16 ADHESIVE CMJLK At FRAME SILL MUST COMPLY WITH SEALANT MANUFACTURER' S RECOMMENDATIONS. 12) WHERE WINDOW IS NSTALCED IN MASONRY OPENING WITH A STRUCTUAL TWO BY WOOD BUCK. USE010SCREWS,OF SUFFICIENT LENGTH t1 ACHEVE 1-3/6- WAN. EMBEDMENT. 13) WINDOW UNITS CAN BE ArJLLEO TO OTHER UNITS USING ALIAINI)M TUBE MULLION. SEE lNINSTALLATIONSHEETSFORRCOUNEMENTS. INTERNATIONAL: INC FLORIDAEXTRUDERSSANFORDLFLORIDATITLE: iNSTALLATiON DETAIL V/ ONE BY BUCK FIXED. FLANGE WINDOW -SERIES 1000 & 2000 I ' DRAWN BY:$9 APPROVED BY: 2 1' 2 DATE: /22/0! SCALE: NTS DWG.: FLE)(ool8 SHEET 1 a 2 PREPARED BT.IPRODIItt tECMN0.0CY COA.• 250 N/tftmr t PKWI. SUM 250. W TMYJw. ROIIDA 32746 PHONE N0f BIOS-0]tS FAX 40? TICS-:346 H- SHEATHING BY OTHERS CAULK BETWEEN WINDOW FIN t\ SHEATHING INSTALLATION \\\\ ANCHOR as SCREW EXTERIORyOTHERS — ERO CTER / CAULK JJJ BY OTHERS WINDOW HEIGHT EXTERIOR PCRI ETER CAULK BY OTHERS INSTALLATION ANCHOR 48 WOOD SCREW EXTERIOR FINISH BY OTHERS GLAZING SEE NOTE 6) I- MIN. wNT9E-WmD FRAMING WINDOW WIDTH u SPACE BY OTHERS SHIN AS CENTS FLORWA B4O,A'F• cs:E NorEssES) yCTIJI NA A' I t 2/4• MAX. zo I21 SHIM$PACE MAM G'i2 f EJFIa a GAZING cSEE NOTE 61 FIN TYPE viNDOW FRAME CAULK BETWEEN I•MINWINDOvFINEN3EDI4EN+ t SHEATHING SHEATHING BY OTHERS SECTION A —A HEIGHT FIN TYPE WINDOW FRANC L SHIN AS REO'D. 1/4' NAX SEE NOTES) WOOD FRAMING BUCK BY DINERS EXTERIOR FIN TTPC WINDOW FRAME A --*J ELEVATION VIEWED FROM EXTERIOR WOOD FRAMING BY OTHERS SHEATHING 3Y OTHERS INSTALLATION ANCHOR r3 SCREW CAULK BETWEEN vINDDW FIN t SHEATHING SECTION B—B EXTERIOR FINISHPERIMETER . CAULK 17OTHERS Br OTHERS NOTES. 1) SHIM AS R£0'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIN. MAX. ALLOWABLE SHIM STACK TO BE 1/4-. 2). WNDOW FRAME NATERX: ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHORS MUST BE OF SUFFICIENT LENCHT TO ACHIEVE MIN. EMBEDMENT OF 1' INTO WOOD FRAME. 4) USE SRICONNZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FRAME. 5) USE SIUCONZED ACRYLIC CAULK BEHIND WINDOW FIN. 6) CLASS THICKNESS MAY VARY PER REQUIREMENTS OF ASTM E1300 CLASS CHART-.. SINGLE GLAZING IS SHOWN. INSULATING CLASS ALSO QUALIFIED. 7) FLORIDA EXTRUDERS 2000 SERIES FIXED PICTURE WINDOW IS SHOWN. THIS PRINT ALSO APPLIES TO 1 THE FLORIDA EXTRUDERS 1500 AND 1000 SERFS PICTURE WINDOW. B 8) SPACE INSTALLATION ANCHORS AT 6- MAX. FROM COW05 AND MAX. 24- O.C. DESIGN PRESSURE CAPACITY OF INSTALLATIONS. WITH ANCHOR SPACING AS STATED. IS 70.0 PSF FOR ALL AvALABLE 9ZES UP TO 73' X 71- OR 63' X 25' OR 112' x 37-3/?- MAX. 9) WINDOW UNIT CAN BE MULLED TO OTHER UNITS USING-. ALUMINUM TU°E MULLION. SEE MULLION INSTALLATION SHEETS FOR REOREMENTS. TITLE: INS T ALLAT FIXED FIN DRAWN BY: BB DATE: I / 1 T7F27s PARED BY: PRODUCT TEC)+@0U)G' CORP- 25D INTERNATIONAL PKWY. SUITE 2W. LAKE rLLAUU3u 407 MS-0365 FAIL 407 005-0386 U CAULK BETWEEN VINDOV FLANGE t WOOD BUCK CONCRETE GT MASDNRT OPENING o:HERS I EXTE4:012 riM;SM BY OTCRS K_RD4TER CALK RT OTHERS VINDOv FRAME HEAD EXTERIOR vINDOV FRAME SILL PERIMETER CA`+_K IT OTHERS EXTERIOR FINISH — BT OTHERS I CAULK BETUCEN WINDOW FLANGE WOOD A" CAULK BETWEEN MASONRY OMmNUNG If OTHERS r CAULK BETVEEN vOOD RUCK t MASONRY OPENING BY OTHERS 04 BY WOOD BUCK IT OTHERS INSTALLATION ANCHOR 3/t5' DIA. TAPCON MIN. Q EMBEDMENT SHIN AS RE01) MEE NOTES) GLAZING tTYP. SEE NOIEV 4 CDNIcRETC OR MASONRY. BY OTHERS SrCTION A —A r 1/4' MAILBSHINSPACE INSTALLATION ANCHOR 3/I6' DIA. TAPCDN HIM AS REVEL cSEC NOTES) 1/4- MAX. SPIN SPACE 1) SHtu AS REO'D AT EACH INSTALIATION ANCHOR PATH LOAD BEARING SHIM. MAX.. AL.DIUSL£ SHWA STACK TO BE 1/4-. 2) WINDOW rRAME MA:ERAL! ALUMINUM ALLOY 6063. 3) 3/16- DA. TAPCON INSTALLATION ANCM OR WJST BE OF SUFFICIENT LTM. TO AC1IZA MtN. EMBEDMENT Or 1-1/4' INTO MASONRY OR COWRt-TE. PLACE TAPCON ANCHORS 6' FROM CORNERS t 24' 0. C. MAX. ALL FACTORY APPLIED MOLES NOT )DESIGNATED FOR TAPCON ANCHORS SHOULD BE FILLED WITH 16 SCREWS OF SUFFICIENT LTM. TO PROvID"t MIN. 5/6 IN. EMBEDMENT INTO WOOD BUCK. 4) W4r-RE WINDOW IS INSTA:LED IN MASONRY OPENING YATM A STRUCTUP,AL TWO BY BUCK• USE I10 SCREWS OF S IFFICIENT LENGTH TV ACMIEvE 1-3/3- YIN. EMBEDMENT AT SAME SPACING STATED IN NOTE 3. 5) USE S4X0,P,dcJ ACRYLIC CA:PJC SEMJNO WINDOW F-v4E A- HEAD. SILL JAMBS. 6) USE SR.ICOWEO ACRr.IC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW rLANGE. 7) GLASS THICKNESS MAY VARY PER THE REOUREMEWS OF ASTM E1300 GLASS.. CHARTS. SINGLE GLAZING tS SHOWN. RNSmATIMC CLASS tS ALSO OuALIFIED. B) BuUD DOWN AROUND CURvED PORTION OF WINDOW FRANC- TO BE ENGINEERED BYOTHERS. BUILD DOWN MUST BE OF SUFFICIENT STRENGTH TO ADEOUATELY TRANSFER LOAD FROM *000* TO THE 'S'RUCTuRE. 4) FLORGI, ExTRWERS IODO SERIES DESIGNER WINDOW SHOWN. THIS PRINT ALSO APP,lES TO F-OR" ExTRUDERS 1750 SERIES at 2000 SERIES. 10) EL£vAE0N5 S.40w COMMON CONFIGURATIONS. IT IS N0T INTENDED TO ULAT USE OFT)IS PRODUCT TO THESE TWO CCNFIGURATXM. Tr5 SHEET APPLIES TO ALL CON:GURATWNS TWAT CAN BE MANUFACTURED FROM THE 10DO. 1750. t 2000 SERIES DESIGNER FIXED WINDOW MINING SYSTEMS. 11) WINDOW UNIT CAN BE MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE.MULLION INSTALLATION SHEETS FOR REOUREMENTS. A I EXTERIOR ELEVATION SHIN AS RE" cSEE NOTES) VINDOV FRAME JAM.! GLAZING (TYP. SEE NOTES) 1/4' MAX SMIM SPACE a PERIMETER CAULK By OTHERS EXTERM FINISH J By OTHERS WINDOW WIDTH I-I/N' MIN, EMXDME..NT DNE BY vWD PUCK BY OTHERS INSTALLATION ANCACR L16' D:iA. TAPCDN CAULK BETWEEN V l Y BUCK tN:.$ OPEMTN$ it OTHERS e i 1 CAULK BETWEEN 1 WINDOW ri v4GE t WOOD BUCK CONCRETE OR MASONRYOPENING BY OTHERS SECTION B—B WINDOW MOTH A A EXTERIOR E! EVATION d NAL, INC 1_1/4- WIN.SAL E B.®.,F4 "` FLORIDA EXTRUDERS SANFORD FLORIDA' EMBEDMENT . 3IRONEByWOOD L • TITLE£LANGE INSTALLATION DETAIL CONE^..iTE HEADER V/1 BY PUCKRUCKITOTHERS DESIGNER FIXED VINDOV 1000, 1750, t 2000 SERIES PRAWN SY: 89 APPROVED BY: J-- DATE:02/12/02 I SCALE: NTS DW(;.: FLEXW35 Hv.¢) s. HOA+ )tol&w cz, NMK.rzl+cn^ aw. sax rA-c.N4zI.. EHIIU Xar noc a m-" ... o w c" ONE BY PUCK BY OTHERS CAULKaLANGE TSEAT-v HING PLYWOOD (T(PJ IT DTMCas tr7DTHERSfiWSH PE XTCR CAULK IT OTHERS WINDGW FRAME — HEAD WINDOWHEIGHT EXTERIOR W:NDDv rltmE - S.LL P£@IMETER CAULK IT OTHERS EX-ERMIR FI%1SM I- CTMCRS SHIM AD REO'D SEE NOTES) GLA2:NG (TTP.' SEE NOTES) SHIM AS RE-D SEE NOTES) CAULK BETWEEN _/ QWINDDvFLANGE L BY WOOD CAULK P^TyEEN WOOD B'--K L SOMR, OPENING 1 OTHERS cmmlr OR SECTION A —A BT OTIEkS SEC INSTALLATION ANCrCR AIO SCRCW BUILD DOWN BY OTHERS tau, SILL7L,L5 1) SHIM AS PEO"D. AT EACH IMSTALLA70N ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4'. 2) " DOW ALUMINUM FRAMEMCAL! ALLOY 6063. r1- 3/8- YIN. 3) 7APCON INSTALLATION ANCHCRS AT SILL MLST BE OF SUFFICIENT LTH. TO ACHi£F. I EMBEDMENT MIN. EMBEDMENT OF 1-1/4' INTO MASONRY Oft CDMCREIE /10 INSTALLATION SCREWS AT HEAD & JAMBS MUST SE OF SIFFICjNT LENGTH TO ACHIEVE 1-3/3' INN. EMBEDMENT INTO WOOD FRAMIMO AND SUPO DOWN WHERE REOLRRED. INSTALLATION ANCHORS & SCREWS TO SE PLACED 6 N. FROM CORNERS 6: 24 N. O. C. MAX. USE SILCONk'ED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD. SILL k JAMBS. S) VSE S4ICWED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE. 1/ 4' MAK. 6) CJ1SS THICKNESS MAY VARY PER TnC REOURIEMENTS OF ASTM C13W CUSS Stow SPACE CHARTS. SINGLE GLAZING IS SHOWN. INSULATING pASS-IS ALSO OUALIFED. 7) BUILD DOWN AROUND CURVED PORTION OF WINDOW FRAME TO BE ,ENGINEERED BY OTHERS. BUILD DOWN MUST BE DF Su:nCEN-T STRENGTH TO AGEOUATELr TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. 6) FLCRIOA EXTRUDERS 1000 SIRES DESIGNER WINDOW SHOWN. TWS PRINT ALSO APPLES- TO FLORIDA EXTRUDERS 1750 SERIES & 2000 SERIES. B) CL-rVAT10NS SHOW COMMON CONFIGURATIONS, D IS NOT INTENDED TO LINT USE OF THIS PRODUCT TO THESE TWO CONFIGURATIONS. THISSHEET APPLIES TO ALL CONFIGURATIONS THAT CAN BE MAMIFACTURED FROM THE 1000. 1750. d 20LO SERIES DESIGNER FIXED WINDOW FRAMNG SYSTEMS. 10) WNDOW UNIT CAN ALSO BE MULLED TO OTHER UNITS USING ALUMIMuM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR REOuIREMENTS. BUCK HEIGHT SImHS% A_E EXTERIOR ELEV,=TION 1 L,-,/.- M. MiIAI, Fri. Ot ID B.O.A. F. EMBEDMEN ONE -AT WOOD MANUFA-' u"E` NAM: SUCK' IT OTHERSJusn ''j j j MSIALLATI@1ANCX'Rm - T,- FM1.'}•, n w 3/16' DIA. 1APCON ;L F. 4 i y ssWWe BUCK WIDTH TWO By FRAMING By OTHERS 9 3/3- MN. EMBEDMENT 1/A' MAX. SHIN SPACE CALL BETvEEN TvC Br PUCK L.CZ!CRETE BY GTHERS- SHIM AS is) ISLE MO7ES> II4STALLA'I3N ANCHOR r0 S.-RE': W!NDQW FRANC Q CAULK BETWEEN JAMB , WINDOW WXD rLADUCK tv'JODDUCKGLAZING (TTP. SEE NOTES, Q a CONCRETE OR PERIMETER CAULK BASO By OTHERS ByOTHERSWINDOW WiD?H CK7EP:CP FINISH SECTION B—B BY OTHERS 1WNLi'M w10TH AmTIow I A. ExTEFIC= E: EVAT10N i•sa ..."Ac, NM =, 7H. rM —t—o a •". wx )m K.I.Ipv, rw". r.. we rn rt}.X! r.. tl> .a•aN S/EaTMINGi IT VIERS N6 :NSTALLATT ANCHOR SCR£V ExtERDYR FINISH - BY OTHERS PERIMETER CAULK DY OTHERS FIN, FRANC MEAN EXTERIOP. PERBLETCR CAULK 21 OTHERS EXTERIOR rimsH — 1 BY OTHERS 08 INSTALLATION. ANCHOR SCREV (TYPi SMEaTOTHDWG - nHERS19 CAULK BEHIND rim TVO BY BUILD DDVN BT OTHERS SHIN AS RCO'D. IESj SHIN AS REO'D. ADJACENT TO EACH INStALLAWN ANCHOR WITH LOW BEARING cS_°E NOTES) SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6061. M. w 7) USE S-LICOMIZEDACRYLIC CAULX_ BEHIND WINDOW F.N AT HEAD, SILL A JAMBS. R' S,w VICE a) IED ACRYLIC CAULK FOR PERIMETER SEAL AROUND ExTEROR OF S) GLASS THICKNESS MAY VARY PER THE OF ALS EI300 tMASS ED- CHARTS. SINGLE GLAZING K SHOwu, I(SUTATMNG GLASS K ALSO OLuuFED. swsme. . GLASS 6) SCREW AN04M AT JIM. SILL k JAMBS SNDIAD BE /B SCREWS OF SUFFICIENT Lin. TO PROME MIN. I IK MIN.. EMBEDMENT INTO WOOD FRAME. PLACE !6 SCREW ANCHORS .6' FROM CORNERS AND 24' O C. MAX.. 7) suLn DOWN BUILD DOWN MUSTBE OF SUFFICIENT STRENGTH TO ADEOUAIUY TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. 6) FLORIDA EXTRUDERS 1000 SERIES DESIGNER WMNOOW SHOWN. THIS PRINT ALSO APPLIES TO FLORIDA ExTRU0ER5 1750 SERIES 1. 2000 SEWS. 9) ELEVATIONS SHOW COMMON CONFIGURATIONS. 1T IS NOT INTENDED TO L— USE OF THIS PRODUCT TO IMM TWO CONFIGURATIONS. 71aS SHEET APPLES TO ALL CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE TODO. 1750. k 2000. SERIES DESIGNER FLIED WINDOW FRAMING SYSTEMS 30) WINDOW UNIT CAN ALSO BE MULLED TO OTHER LWS USING ALUMINUM TUBE MULLION. SEE MULLON MSTALLADON SHEETS FOR REOUIREM£NTS. GLAZING ( i YP. SEE NOTES) rim FRAME SILL SHIN AS R£0'A - SEE NOTES) / i-. IEI EN SECTION A -A T 1 1! 1 LyM' NNL scN SVACE A EXTERIOR ELEVATION iV0 BY FRAMING . IT OTHERS CAULK BEHIND rim YULE w rtI/(' MR AB INSTALLATION yyt PACE ANCHOR SCREV (TIP.) TWO By FRAMING SHIN AS REO'D. IT OTHERS SEE NOTES) CAULK BEHIND FIN FIN FRAME JAMB GLAZING ( TTP. -777 y Lr Imt SEE NOTES) / f EURCRtNt f SHEATHING BY ETHERS EXTERIOR EXTERIOR rINISN BY 07.ERS vim wwo—51 DT CALK BY- OTHECRS SECTION B-B WINDOW WIDTH A --- 1 OF 11111 HEIGHT B 8 A .. EXTERIOR ELEVATION FLORIDA EXTRUDERSIs ORD. F ORIDATITLE FIN INSTALLA ION DETAIL DESIGNER FIXED WINDOW 1000, 1750, & 2000 SERIES DRAWN RY: BB I APPROVED BY: DATF- 02/14/02 ISCAMNTS DWG.: FLEX0037 IAbKN K N.COCT sco m NI MT Im WRA..np. vN. NCR m K.4MWN,. ItAWN, W. ILO( w 044M1 1. w W9A)M COHERE,£ SMIM AS REVI) NUSONRr OPDRENING (SEE NOTES) BY OTHERS CAMAK BETWEEN DOOR FLANGE t WOOD BUCK CAULK BETWEEN PERIMETER WOOD BUCK t CAltilx Br MAST. ON MING OTHERS HY OTHER STUCCO 1r• OTHERS INSTALLATION ANCHOR 3/16' DIA. TA?CON NA.X. SHIN SPACE INSTALLATION ANCHOR pa SCR<v (TYP. WH ONE e7 WOOD TAP ONS ARE HOT REO'D.) t 1/4' MIN. EMBEDMENT i CONCRETE OR BASOHE EN1NG BY OTHtEERERS BUCK BY OTHERS De- BY HOOD LA. R CAULK BETWEEN BUCK BY OTHERSI TA C13N3/!6' DIA. TAPCON3/16' WOOD HOCK t 1 I/V MIN. EM3£DMENT MAS'Y. GPfftM EY OTHERS SLIDING GLASS V CAULK BETLF =N' DOOR FRAME CAULK ECTWEEN SLIDING GLASS DOCR MOD( STRIP tJAMBQWOL+D RUCK HOOK STRIP WOOD BUCKII/A' MAX- I J SHIM SPACE 7 F INSIM-LATION ANCTREO'D.) 7W W7LIBSCREW (TYP. W TAPCONS ARE NOT SLIDING GLASS DOOR FRAME HEAD TEMPERED GLASS (TYP.) DOOR r.EIGHT u mu SLIDING GLASS ' DEAR fR LL tSILL { i D I E'(3EDNENT A • C A I-1M' N.N. O 0 A D A D LIBERALL7 APPLY .-'- OR SET SILL IN BEDUNDERL ) L_ INSTALLATION ANCHOR OF CONCRETE 3/16' CiA. T*AMON SECTION A -A g NAS'Y. OPENING C " N BY OTHERS SMIM AS RED'D. ' 1 (SEE NOTES) 1-1/4' mitt EN-'•r_-DMEN; G G 4 INSTALLATION ANCHOR , 3/16' DIA. TAPCON ERED GLASS p CAULK BETWEEN— L TEWEMPDOOR FLANGE cTYP.) L WOOD BUCK PERW. TER ONE Er WOOD CAULK BYCONCBUCK BY OTHERS OTMERS MASONRY DR IwSONtl? r OPENING STUCCO BY OTHERS BY OTHERS S.G. D. WIDTH O 0. Aj.( TNWCRED GLASS _. SECTION B MANi)FAG'TURER • 3t10iNGGLASS DCIDR T c- 1 - • ,r . e rS INTERLOCK MASTER FII, E# HOOK STRIP DETAIL a H DOOM MATERIAL- ALUMIAAN ALLOT 4"3. R) TOWNTYPEINSTAW:ATION ANCHMS MUST K OF SLifICIEMI LCMGTM TO -vC Man ENKDEN! Or I - I/.• INTO MASONRY OR COICKIC. .. 3) - ALTERNATE IAPCOM 114TALLAIMN &*ORS FRONT TO SACK IN ALL FRAK NCmMS. ._. u TAPCDi AND" CHART ON JACK OF TM1S SCEI_ S) USE3XICOMINDACRTLICCA0.K KNaNODOOR FLAwGE AT MEAD L yU+DS... 0) USESILIMOZEDACRnICCAULKrQR ER!MEIER SEAL AROL04 EXTERIOR OF'DODL " ...'. T) WEXACTDOORSit£ 1S NOT LISTED IN ANCHOR CMART• USE AMNC)Ot-OuwNTttr .LlSttO vlTH NEXT LARGER SIZE." FOR-THE APPROPRIATE DESIGN PRESUME REO'J. -. H FORPOCKETDOORSIZESUS£ CLOSEST JfPASS DOOR SIZE L L'OWIGRATIOM TOfMISMED OPEMIMG PLKE-TAPGONS, IN FRONT OF NOOK STRIP AS SOWN fT OLASSTMCIOCSSPATVARYPERRMIUMENTSOFASTNE1300GLASS CHARTS W) ALLFACTOR, APh.IEJ NOLES NOT DESIGNATED np TAPCON Aw R SOULD RE r"Ed vit" AD SCRCv' OF StlrrWlENT LENGTH to ROvIOG Mtn S/r EMKDiNT INTO WOOD ALM tT) DOORLIMITISAPROvEDUSINGTEMPEREDGLASSINSMON.E GLAZED OR INSULATI I CLASS I!) JwN / S!LL CORNERS ARE TO K SEALED WIIM A SMALL JOINT SUN SEALED. 13) SHIMASREO'D. At CA SET or INSYALLAT 1OM AIcMDRS. )IAL ALLOvAILE S IM STACK TO RE I/V. IA) ALLINSTALLATIONAKhORSMUSTKHAS£ OF CORMION RESISTANT MATERIALS 1S) -WHERE •V REPRESENTS MOVING ANEI AMD 'O' REPRESENTS fINL£D PANEL APPROv[D , CONrV RATIONSAREASLISTEDONAtlE'G* CMART ON JACX OF I'd$ BEET 10 MOT ALL COI't"ATIONS LISTED ABOVE ARE SOWN ON tMIS DRAVIG. HOWEVER WsTALLA1ION EXTERIOR ELCYtT: DN SECTIONS 'A -A'. h-r, L NOOK STRIP KTAIL APPLY TO INSTALLATION OF ALL APPROVED 2 PANEL DOOR S+N EasL ONE TIY) IISTALR&TITAPCOM M CAC" P+IR or FACTORY APPLIED JN•-tALUtiW MOLES ELEGIES NOTED OTKRvISE OM ANDONCHART. SEE RAGA Or THIS SWEET. it) FLORIDA EXTRUDERS3000SERIESSLIJINC (LASS DOOR IS SMCvn TMS PINT ALSO APPLIES t0 : R000 SERIES AND500URICSVA7t:.:IU/C7/ U1 IZUALL: 'TMi lu-u g. TLLAUUGI _J AurAAs+A a. NmMcr L A}!LlUTKYI pNr[NNCCRI)f.. MC.- rA MTCNb TiDNK .av,. SWIt --A 000417V, %O :A. 327N6.. w-evs-ODES FAX W-C3•036 SHEATHING — ar GTH£RS INSTALLATION ANCHOR — DOOR WIDTH SHIM AS REVII R8 SCREWcSEENOTES) CAuuc BETWEEN TWO BY WOOD SLIDING GLASSDOORFLANGEByOTHERSDOORPRAMSSHEATHINGJAMB 1/4NAIL SHJM SPACE t-. W-4/4' MAX. SHIN SPACE Tv0 If WOOD 1- vo n!N By OTHERS SLIDING GLASS DOOR SHIM AS RECYDL HDOX STRIP SEE NOTES) INSTALLATION ANCHOR R9 SCREW TWO BY WOOD By OTHERS CAULK BETWEEN HOOK STRIP L SHEATHING v W N'- 6kINSTALLATIONANCHORT-i/8 Mtx . a9SCREW6L I-I/9' MIN. —r EMBEDMENT STUCCO EM9EDPENT L TEMPERED CLASS TYP.) CAULK BETWEEN DR SIDING - DOOR FLANGE t SHEATHING IVOTHERSSLIDINGCLASSDOOR FRAME S- EIATHING PERIMETERCAULK HY OTHERS HEAD THERS PERIMETER SHEATHING CAULK BY BY OTHERS TEMPERED G7LAS\S TEMPERED OTHERS STUCCO (TYP.1 OR SIDING ORSIDINGBYGLASS (TYPE .OTHERS ByOTHERSSLIDINGGLi 1lf. T i.: A:- Eft •.•J- S- INTERLOCK DOOR ti 7r...r".? HEIGHT SECTION B-B HOOK STRIP DETAIL A R I ni- SLIDING, ' CLASS. / DOOR FRAME / g SILLa0 , C I SmoR NNAtut,l. ALIXNINIa+ ALLOY cot>;-- 23AD04TALLATMN =REVS MUST K Or StlrIC/CvT LLNGTK To AC14CVE RUN. EMKDNENNT . OF I-VY LNTO V= TAP£ON_TTPE ANST4KATM ANOG S AT SILL MUST DE Or StfFKTENT LEKNTM fO WVC MN. EMKDMEN' W 1-1/4' INTO MASONtr OR CONCRLTL ......._.. bDNTtALLAfDOWANN[IERI WART ON RACK K THIS MET. - , o TUSE SRICONIZED ACM9C CAULX KNOM NOR FLANGE AT MEAD L --Mt Sp USE SLICO TZED ACRYLIC CANAR FOR PERIMETER SEAL AROLVa rMitlOR or DOOR .. W IF EXACT DOOR SIZE IS NOT LISTED INT' ANDORCMI . LSE ANC OR OWN71tT LIST" WIT" MCO LARGER SIZE. FOR he AaWUAIC DEWON PREZDJ4E R£0•II._ TInoPOMPDOOtSIZESUSE. CLOSEST MASS DDOR SIZE L CWIQXAT04 tO rbgDfo DEN04 PLACEIMTALLAt10NikMiS. IN FRONt Or M= STW AS SNOvM b GLASS TMCXNESS MT VARY PER REOUMENEMIS IF AST" C13O GLASS CMARtS RH -DOOR UNIT IS A"tOvED USING TEmKRCD.GLALS IN SINGLE GLAZED OR DdULATuNG GLASS. 10NANDU'SILL CORNERS ARE TO RE SEALED WIT" A DW,L JOINT, SEAM SEALER IIUSKINASRE(FD. At EA SET Or INSTALLATION ANCHO S. MAX. ACLOvASLE $MIN STAG[ TO _K v4•. 12) ALL INSTALLATION ANCMVS MAST K NAM Or 0RROSSON RESISTANT MATERIALS IL vNERE 'X' RE/RCSEMS MrvM PANEL AND •0' nMSEMTS rIXED PAWL AWRY vE0 COKIdAAtIONSAREASLISTEDONANCKORCHANIONRACKOFSMSSKET. EXTERIOP. ELEVATION '" ALL. SOW •G':; :' t > SET' A "T I *A,L"."* `"A.". n`A"DN; _ V 0 EMBEDMENT EORnNiJklNrlONt A 1-1/4' 14N. W FLORID- EXTRNUKRS MW SERIES SLIDM GUTS DOOR IS SNOVN bR1 PRIM ALSO APPLIES TO ' 2PANELDOORSHOWN ,. 2000 SERIES. AND IN SERIES:.. REV DESCRIPTION DATE 'NI EXTRUDERS PPL LIBERALLYAYCAULKING UNDER SILL F L R I D A IN f. INC." SNANF ANFORDF.L. INOR SET Stu IN BED INSTALLATION ANCHOR OF CONCRETE 3/16- DIA. TAPCON. TITLE: SLIDING GLASS, DOOR SECTICIN"" A-A INStALLATIQN 4/ITH #8 SCREWS'`- C ! AAA - DRAWN BY. 3 LH : _ , " APPROXED BY: WZ ATE: 12/17/Dt !SCALE: NTS IM #ftE1m027 -SHT 1 OP AWVA V F- PNtDDUCt L AMLKAM" EFKZJ"RN.. IK- 273 IMTENNMtwU ft-- IKTE no. c.from, rLat3k 32H46. M1-925-m r44 07-085M266 1000 P.V./1XSIGNER SILL (TYP.) f8 X 3/4 SELF TAPPING SMS Ix2X•VB TUBE MULLION SEALANT BETVEENWDMVPUWGES- L MULLION SEALAKT JL# - S IS X 3/4 SELF SXON TAPPING 1E11D (M.) SEALANT DETWM VDWDV nA4= SECTION A -A (1LMULLION r1000 P.V DESIGNER SILL (TYPO . 68 X 3/4 SELF TAPPD(G SMS T1X27/16X1/8 TUBE MULLION BB X 3/4 SELF 10M SK TAPPING SMS LEAD (TYP-)- sEQM0N A —A ( 3L) s Nut.LmM P.V SIGNER VVMa AW KLLMN 68 X-3/4 SELF TAPPIiYG SMS 1 X 4 X V8TTUBEMULLION 68 x 3/4 SELF 16M S.M. TAPPING SMS HEAD (TYP.) SECTION A -A (5) 1000 P.V DESIGNER SILL (TYP.) 8 X 3/4 SELF TAPPD(G. SMS IX 2X 3/8 TUBE MULLION 48 X 3/4 SELF 1000 SA TAPPING SMS HEAD (TYPE SECTION A —A (2) 1000. P.V DESIGFER SILL cTYP EB X 3/4 SELF TAPPING S14S I X 2 7/16 X 3/1 TUBE MILLION ICOV FLANGE MULLDXI APPLIES TO HEAD do SILL WHERE 1' X 4• 2' X 4' TUBE MUUJONS ARE USED AUXILWrf PLi DETAIL C OvM ASWID AL ANClM WHEN RCCUM m O SHEATHING O INSTALLATION ANCHOR R8 WOOD LLlM SCREW (TYP.) O EXTERNAL MILLION INSTALLATION CLIP TWO BY WOOD BUCK BY OTHERS 1000 P.W./DESIGNER SILL (TYP.) MULLION APPUES TO MEAD k SILL MMERE V X Y i8 X 3/4 SELF i 1' X 2 7/16' TUBE MUUJONS ARE USED TAPPING sms DETAIL 2 X 4MILLI8 sw 08 x 3/4 SELF 1000 S.N. TAPPING SMS HEAD MP.) •8 X 3/4 SELF SECTION A —A (4) t7TAPPV4 SMs HEAD (tYP.) IDDB PV XSIGHER SECTION A —A (7) SILL (TYP.) TIMGSMELFS nnA B•O' Ix4x3/8TUBEMULLIZFp Tow PIi A Go 1F 71.1 1A?" 68 X 3/4 SELF m S.H. TAPPING SHS HEAD ".) SECTION A -A (6) DETA>• - 1NSiAl1A7i0M A°tIOR 6B VMD_ SG!£V TYP) NORQ. p.D' LCMBED ENT j LGEDMENT FLORIDA EXTRUDERS txr>;RNA17oNAz~ Irrc SANFORD. FLORIDA TM: SER. . 1000/ 1500 FI N SHEET 1 OF 2 .. TRIPLE HORIZONTAL MULLION SECTIONS ' SEE OTHER SIDE ( SHEET 2 OF 2) FOR DESIGN PRESSURE CAPACITIES DRAVN BY: MSH APPROVM' BY:' DArs 2/6/02 SCALE NTS - D1rG» 1 HMF INTR r SEALANT WVWV FLI PW./DESMNER (APPLIES Y o J TO + TE O jIiMB DETAIL L MILLION 1000 P.V DESIGNER ' k&2' XX 4GTUUBE WU WHERE ARE USED) Q .' SILL CTYPJ #8 X 3/4 SELFI\ leg 4 SELF TAPPINGSNSSKSCONCRETE OR MASONRYBYOTHERS I X 2 X 1/8 1 X 2 X 3/8 INSTALLATION ANCHOR CTYPPJ TUBE MUlLD7N TUBE MULLION EXTERNAL MILLION SEALANT BETVEEN ONE By V D INSTALLATION CLIP ZNTFLe FWRWA B.O.A.F. mm BY OTHERS bSANUF Q 8 X 3/4 SELF . S.H. TAPPING SMS WAD CTYPJ L MULLION IOW P.V DESIGNER SILL CTYPJ 8 X 3/4 SELF TAPPING SMS 1 X 2 7/16 X 1/8 TUBE MULLION SEALANT DETVE VIMDOV FLANGE L ..LLIDN 8 X 3/4 SELFlkL-lOOO SK TAPPING SMS HEAD CTYPJ VIA KTVEENFLANGESSECTION A-A_(31 L MULLION a SIGMER VDTICY FLAN3/4 SELF LMvLLMN NG SMS 1%4X1/8. TUBE MLLLION ACT[iRuwR MAW IOW S.N. APPII SMSSELFDIA5TFR F1i.E MULLION . HEAD CTYPJ SECTION A —A (21 • 1000 P;V DESIGNER 1000 P.V DESIGNER SILL CTYPJ SILL CTYPJ Qpj1USX3/4 SELF #8 X 3/4 SELFTAPPMSMS1X27/16 X 3/8 TAPPING SMS TUBE MULLION X V8 Ll V'4* MIN. TUBE 4MILLION EMBEDMENT SEALANT XWEEM iDav FLANGE U r- A 8 X 3/4 SELF 1 L A __ 1000.S.K TAPPING SMSILJHEAD (M.Y SECTION A —A (4i _ 8 X 3/4 SELF 0x 1000 P.V DESIGNER " rTAPPING SMS SILL CTYPJ 10 SH HEAD CTYPJ THING Sly i X 4%SECTION A —A (7) VIEWED FROM- EXTERIOR3/8 TUBE MULLION FLORIDA EXTRUDERS "Rn° n" OFMA 0#8 TrrZ: SER. 1000/ 1500 FLANGE SHEET 1.QF. 2TRIPLE-HtIRIZ©NTAL-MULLION SECTIDNS.:- AA SEE OTHER SIDE <SHEET 2 OF2) FOR e x 3t4 sELF X 3/4 SELF DESIGN" PRESSURE CAPACITIES TAPPING. 3/4 MS 1000 S.H. HEAD MJ SMS 1 2 DRAWN BY: MSH . 1 PR0VED BY. HEAD CTYPJ SECTION A=A" (5)" w_ ::.:SECTQ =A —A W DAm-2/6/02 1HMFLGTR scel NTS - G• 7 0 P.V DESIGNER SILL .(TYPJ k8 X 3/4 SELF TAPPING SMS I X 2 X 1/8 TUBE MULLION SEALANT BETVEEN VINDOV FLANGES' L MULLION cTvcENJ ke X 3/4 SELFANSCS 10W S.N. 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L r- A k8 X 3/4 SELF 1000 P.V DESIGNER TAPPING SMS SILL (TYP) 1 IX27/16X 8 1 LEA TUBE MULLION k8 X 3/4 $ELF TAPPING SMS 2 X-4 k`3/8 TUBE MULLION: M. EMBEDMEN ell 0// SEALANT BETVEEN VWWED FROM EXTERIORvDIDOVFLANGE L N JLUG / - .: .::._. _ DETAIL e... . APKM TO 11'x2 k8 X 3/4 SELF„ L_IWO SA TAPPING SMS HEAD (TYP) SECT10N A -A (4) 1000 P.V DESIGNER SILL (TYPJ ' k8 X 3/4 SELF TAPPING SMS 1 X 4 X 3/8TTUBEMULLION IL k8 X 3/4 SELF 10, SMS 10 HEAD CTYP.) f000 Sli SECTION A, A (5) ri 08 X 3/4 SELF TAPPING SMS TYPJ . S&L -WHERE 1' X 2' BE NWJONS ARE USED SntALLATIDANL IOR tB wOD Stlxv V rauz a>P. k8 X 3/4 SELF TAPPING SMS 1000 S.H SECTION A -A- (7) HEAD ( TYPJ 11F'--ENBEDOO FLQRIDA EXTRUDERSINTERN9TIONAL, INC NFO SARD, FIARIDA X SER. 1000/ 1.500 FIN SHEET 1 OF' .2 '. TWIN - HORIZONTAL MULLION SECTIONS SEE OTHER SIDE (SHEET,2 OF 2) FOR r = DES I GN,. PRESSURE CAPACITIES O RAlINBY. MSH APPROVED M DATE: 2/6/02 SCALE:NTS DTrG•: 1HMFINTW IT SEX -ANT 3tTVEE4 WDOMW FLA. 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LBE FEE by VO:'D_. i ANTRAL FLOW1 $•.O.AF• ",; < :YFoiNRs Q ipNUFACT NAM. fe X 3,/4 SEL: L ClD9 U i tCx S 4 TAPPING SMS tTT?.7 MAsm FiLS O HCi ON A —A (2) r-16C? P.W./DESI NER 'DC9 /DESIGNER .a SILL CiYP) it DETAIL $ LMSTALLATIGN ANDCR 3/16' PIA. TA*Z::h SCREW AY.^.NN'C"YP. EX-ERN4L MULLICN LITALLATIOM CLIP Si_L (TYP.) QI48x3/4 SELF 1 " TAPPING SMS- 48 x 3/4 SELF i X 2 7/16 X 3/8 TAPPING SMS 1TUBEMU'LION 2 X 4 X 3/8 - !-._ 1 114' MIN. T TUB£ MULLMI LMBEZMEN SEALANT BETWEEN WuNMW FLANGE L KLI 104 s8 X 3/4 SELF 1400 S.1i TAPPING SMS N•pZAD (TYP.) SECTION A —A (4, 1000 P.W./DESIGSEP. SILL CTYP.) Ii8 X 3/4 SELF TAPPING SMS Ye I X 4 %3/8 1 `-#S X 3/4 SELF TAPPIANC SMS`-- 1JOi. S4. EAD CTYP.) IZ^T. N A_A . ... 8 X 3/4 SELF TAPPING SMS i 10M S.H. HEAD CTYP.) SECTION A —A (7 ) f 1 A J FEB 1.5ZM. ELEVA C ME`NED FROM EXTERIOR FLORIDA EXTRUDERS `AnONAL' RIC SAW01M. FLWA Mu: SEA. <_ 1060/ i 500 FLANGE . SHEET I OF. . TWIN.HORIZONTAL MULLiON•SECTIONS. SEE GTHER S_ /E : SHEET 2 Or-, 2' FOR i1ESIGN-PRESSURE CAPACITIES_ DRAWN BY: MSH APPROVED BY: DATE:2/4/0,2 ISCAMNTS DW6.: i HNFLGT'W I 7 rIDOO P.W./DESIGNER SILL (TYP.) . NR8 X 3/4 SELF APPING SMS 1X2X 1/8 TUBE MULLION SEALANT BETWEEN WINDOW FLANGES- t MULLION SEALANT.BETVEEM•+ tl \—ItB X 3/4 SELFWINDOWLLLIOFLANGES' 1000 S.H. TAPPING SMS SEALANT BETWEEND (TYP.) vww FLANGES SECTION A —A (1) - t MULLION 1000.P.V DESIGNER SILL CTYPJ 118 X 3/4 SELF TAPPING SMS1 X 2 7/16 X 1/8 TUBE MULLION e8 'X 3/4 SELF 1000 SJ{ ..TAPPING SMS HEAD CTYPJ 3) SEALANT* eE o+ SECTION A—AWINDOWFLANGCS t .MU LION 1000 P.V DESIGNER SEALANT BET% r SILL (TYPJ N( WINDOW FLAW t MULLIONrs8X3/4 SELF TAPPING SMS j'IX4X1/8 1lYj / TUBE MULLION L 08 X 3/4 SELF TAPPING SMSl000: S.H: HEAD (TYP.) '. SECTION "A —A (5) 1000 P.W./DESIGNER AUXILIARY PLATE SILL (TYP.) TM ADDITMNAL ANM= VNEN REQUWSM . O Be X 3/4 SELF DETAIL TAPPING SMS O O IX2X3/8 -- TUBE MULLION Nut. s8 X 3/4 SELFUmp.41, FLO?RMA B.0.A& BY O8Y WOOD TH D I000 S.N. TAPPING SMS . MNUFACTORER H HEAD. (TYP.) SECTION A -A (2)--' 1000 P.V./DESIGNER MAMa FHE # 6 IFSILL (TYP.) 1000 P V DESIGN R APPUES TO HEAD do SILL WHERE 1' X 4' 2" X 4' TUBE MULLIONS ARE USED 11 A SHEATHING INSTALLATION ANCHOR • 8 WOOD SCREW (TYP.). EXTERNAL IRJLLDNI INSTALLATION CLIP MULLION A t8 X 3/4 SELF E TAPPING SMS SILL (TYPJ 1 X 2 7/16 X 3/8 7FL-7/ TUBE HILLIONR8X3/4 SELF TAPPING SMS 2X4X3/8 SEALANT BETVEEI WINDOW FLANGE - t rRtLlOrl e8 X 3/4 SELF wo SA TAPPING SMS HEAD (TYP.) SECTION A — A (4) r1000 P. V DESIGNER f SILL ( TYP.) e8 X3/4 SELF TAPPING SMS 1x4x3/e TUBE MULLION 118 X 3/4 SELF IWO S. K TAPPING SMS WAD (TYP.) SECTION A — A (6) TUBE MULLION 1 1/$' MIN. EMBEDMENT fliYAII4d -_ .. VIEWED FROM EXTERIOR jDETAIL B APPLIES TO HFAD 3 SILL WHERE 1' x 2' 2 7/ 16' TUBE YULUONS ARE USED sKAnmc - _ AUATION ANM .. re'VDO D SCREW11; NORM CLIP e8 X 3/4 SELF TAPPING SMS l000 sx SECTION A —A (7) HEAD (TYP.) I Ve' N1H EMDEDNENi- - _.. FLORIDA EXTRUDERS WmAnomm.,-mc SANFORD.• FIMA' SER. 1000/ 1500 FIN SHEET 1 OF.2 HORIZONTAL MULLION SECTIONS SEE OTHER SIDE (SHEET 2 OF-2) FOR w ' DESIGN PRESSURE CAPACITIES L 1 ..' r' DRAWN BY: MSH APPROVED AY: DATE:2/ 6/02 ISCAM.NTS lDwr.: 1 HMF IN G NO F.W./DESIGNER VI L (TYP.) e v 3/4 SELF TAPPi.NG SMS ik2X1/8 i TL15E !NINE_-`!i SEA_AN' BETVEEN Wv%--r FLANGES L M::L MN 4 SE&AN:.A73LTVEENJL- VINDCV FNGES \ TA X 3PPIN-: SEE= TEAL. ( i YP.) VINDi:TFLa)c»S SECTION A —A (?) L MULL13i 1000 P.W./DESIGNER SILL (TYP.) 9 X 3/4 SELF TAPPING SMS t X 2, 7/15 X 1/8 TUBE MULLION MiL tON M8 X 3/4 SELF IOGO S,H. TAPPING SMS HEAD (TYP.) SEALANT BETWEEN SECTION A —A (3) WINDOW FLANGES L MULLTO4 1000 P.WJDESIGNER SEALANT BETWEEN SILL CTYPJ VINDOV FLANGES x6 X 3/4 SELF L VULLICN TAPPING SMS r I X 4 X 1/6IUrLP..L'LLI11N 1000 P.V./DESIGNER TYPICAL MULLION TO CONCR=-E C JAMS r SILL (TYF.; (A.°OIJES TO JAMS WHERE t' x 4' QT: ` d 2' X 4' TUBE MULLIONS ARE USED) i tq X 3/4 SEI.F I i TAP?I4G SMS 1 CONCRETE OR MASONRY I - 8Y p7kERs 1X{.X3i5 ! ONE. BY VaCD_— t BUCK BY. OTHERS CMRU : FLOMA . 8.4.A.F. Coe S . TAPPIN: lli' SMS MA A. ` URM , NAMs I HEAD ('-"P l f R/DA FX';uDERS ! SECTION A -A (2) r 100c a.v./LES:i.ER r i ihSTAL!TIC-% AM.IiR 3l16' E'A. TA?CON S:<EW ANCoVQ (TYF.) EX-ERNAL KLLa% I NSSJ TA'L•LATMN CLIP ir...1LrCN SILL (TYF.) TAPPING SMS SELF 1 X 2 7/16 X 3/8 IrTJBE MULLION 1000 P.V./D_MNEli ILL (TYP.) 08 X 3/4 SELF TAPPING SMS Q h«- 1 1/4' MIN. FM=ED?IENT r I TUBE MULLION SEALANT BETWEEN VINDOV FLANGE t !:)LLiC+: 08 X 3/4 SELF 10D0 Sm. TAPPING SMS HEAD (TYP.) SECTION A —A (a) 1000 P.W./DESIGNER SILL (TYP.) . BBB X 3/4 SEI:F TAPPING SMS rI X 4 X 3/8ws: iivLL:u: A8 x.3/4 SELF TAPPING SMS 10:A S.H. SECTION A —A (7) ELEVATION vIEWEGFROM EXTERIOR ITITLE: SER. 1000/ 1500 FLANGE SHEET I OF 2 HOORIZONTAL {+ 7"'LLION SECTIONS SEE EITHER S 1 DE l S:iEG C O 2) F OR 8 X 3/4 SELF #9 X 3/4 SELF i DESIGN PRESSURE CAPACITIES TAPPING SMS I FA. r'PiNG SMS f' . HEAD ( TYP.) HEAD (TYP.) !DRAWN BY: MSH APPROVED HY:. N A -A -(5). SECT;^ (62 it H _15, E2'02 ;DATE--244 02 SCALE: tiTS... DVG.: 1 HMFLG S 1000 S.M. I X 2 X 1/8 1000 SA i X 2 X 3/8 TWO BY WOOD DETAIL JAMB (TYP.) TUBE MULLION JAMB (TYP.) TUBE MULLION BUCK BY OTHERS B8 X 1/2 SELF f8 X 1/2 SELF 1 1/8, MIN. TAPPING SMS TAPPING SMS EMBEDMENT 1 7 2 X 4 X 3/8 \ SHEATHING TUBE MULLION . SE d EN SEALANTDETWEEN INSTALLATMN ANCAM 08WOOD S IMRAME I11L NtOW FRA1SCREW (TYP) M 8 X 1-1/2 SELF N8 X t-1/2 SELF `EXTERNAL MU LION TAPPING SITS TAPPING SMS INSTALLATION CLIP MULLION SECTION A - A (1) SECTION A -A .(2) 1 X 2 7/16 X 1/8 1D00 S. H. APPLIES TO MEAD k StLL WHERE 1' X 4' 1000 SA TUBE MULLION 1000 S-K IX 2 7/16 X 3/8 JAI M!1 (TYP) & 2' X 4' TUBE MULLIONS ARE USED JAMB CTYP) JAMB (TYP) TUBE MULLION APPLIES TO HEAD & SILL WHERE 1' X 2' 1X 2 7/16- TUBE MULIJONS ARE USED 18 X 1/ 2 SELF INSTALLATION ANCIOR TAPPING SMS TAPPING 2SMS LF TAPPING SMS DETAIL 08 VOOD SCREW L B TSEALANTRETWMVINWV FRAME L MU LMN 9 x 1- 1/2 SELF TAPPING SMS SECTION A -A W IX4X1/8 TUBE MULLION 1000. Sit 1000 JAMB (TYP) JAMB ( TYP 8 X 1/ 2 SELF L TAPPING SMS YP1 SILL CLIP E8 X 1- 1/2 SELF FIETVEE SEALANT BETWEEN TAPPING SMS i M1IMN EMBEDMENT a MILLIMIK VINDOV. ON SECTIONA — A f7) s+unuMc —VS. II8 x i- in SELF. TAPPING SMS DETAIL C SECTION A -A (' 4) - cwuemc AUXFFJARY• PL; 4TE _ YE 8 4j.• ( FOR ADDITIONAL.AM>11I2S, WHEN REOUIRED> 1Y%i e4p $•• " rlax#8 SELF TAPPb SMS (TYP) DETAIL B MALIDNINGG2SELF SMSS VIEWED FROMEXTERIOR I 0 I IORIAII I I ---- SEALANT BETWEEN SEALANT BETWEEN VTN V FRAME _ WINWV FRAME f MU 1 SIN ti MULLION 8 X 1=L2 SELF._ •8 X,1r1/2 SELF TAPPING SMS TAPPING' SMS SECTION A -A (5) _ SECTION' A -A (6) FLORIDA EXTRUDERS RD°A nT SER. 1000/1500 FIN SHEET 1 OF 2 VERTICAL MULLION SECTIONS 1 SEE OTHER SIDE ( SHEET 2 -OF "2)' FOR DESIGN PRESSURE CAPACITIES DRAWN BY: MSH JAPPROVED BY - - DATr-2/6/02 SCAIZ:NTS DWG.: 1VMFIN i'X 2 X 1!? 1 , I s 2 X 3/8 ONE BY WOOD_ DETAIL1xsx x si+ JA3±.e LTYPJ TJEE MU" IuPi. JA.w.Ts CTYF•.) T __ MULLION ; SuCK by GNZ;zS r NCRETE CR MASONRY BY OTFr 4$ 1 1/' MIN, * e X './2 SELF •8 X 1/2 SELF EMBE' MIN, Q' Q QTPFFiitiGSMSTA??IxG SMS 1 Sc_A:.ANT X7, V=—. .\. SEAL;r XTVEEN .. -.. - .•. 1S.N _ATL' AA^ 'R 3/I6' LIA. JBI..'+"'V AcS _. V ti v LA4= S — 1 TiN.sA•_.L•:1+ `\ 7•, a?C1JV SCw V- A O[i (Tr? ck4x3:E 1" Se X r/a: .r WE X -3/c SELF TJ3x 'ti.3.', ^: s* c24At MILLIONTAPP.ti_ SMS Ta..Pi:r3 SNS i :'rS , •; i+1k CL7 SCCTION SECTiON A i CAM y C-N 10 CONnET 4 r+ M E.L1rr. i il.lr PLIES TM P AO' & SLL WHERE 1' X tX- c 7/i5 X :i6 r 1 X 2 7i16 X 3/6 I= S; I -- '—„ i`i + X 4 UeE A.,...OI.S AxE usEO) TUBE MULL.'ut. r+n JAMB (TYP.) YLG'!f> S-i-t 1:. S.H. T4fi_c MU'.LiuN _ JAM? (TYP.) JAM3 (TYP.) f .. I; NE x '/2 SELF rINSTALLATIDN ANDIOR as X i/2 SL F aB X I/2 SELF SA?rl4it S2S ' 3 1 3/16' BLA 7AFCONTAPPL4C- SMS YAPPING SMS 4j SCRZV AAt:1fR LTYF.) - SILLL' IP 1-1/2 SELF EAtM7 1FTvc%N SEALANT i1E7vFEK SEALANT BETWEEN TAPPING SMS ..-TVLyU2VFl4NLS VW3)IlV FIANuESWINDOW FLANGES L MULLION N3Cidl-NTULLMM09X1-1/2 NULL ION s x •- ; z s SECTION A —A (Z :EcasT SILL Br.e r,EasTAPPINGSMS- TAP?ING'SMS DETAIL C SE'CIION A —A (J) SECTION A —A (4 1 j l s_WDARY Q.,ATi i X 4 X 1/6 ; X 4 X 3/6 ' 3--- : cam ABL TiOyRSR AtAhCFS, VN RESULQED) TUBE MULLION TUBE MULLION A B.O. 3 I A A i o_o 14__ SR I S.t!. -} I JAMB CTT?.) JAM3 (TYP.).{ re eE c rwoorur \ i jj S 1{i _ 1 1 SMS CTYP.) - D=7ATt A 1ELNATiv^1+; _ 3 Q ne X 1/2 S<LF +19 x 1/2 SELF VIEWED IEWE© FROM EXTERIOR 7APP3tr'G SMS TA?P%G SMS FLORIDA EXTRUDERS o°A mu: SER. 1000/1500.,FLANGE : SHEET i O 2 ti ION S_'T'IONS SEALANTBETWEEN • SEM_AMT`V-TrENI v11rroMFLAMxf \ vIM jn rtAMc2s SEEMI,. DTHERSIDE (SHEET' `c 0 -2r) Cl'R MULLION & 2- SELF `-a8 X 1-1/2 SEL p DESIGN PRESSURE: CAPACITIES TAPPINa SyS - 7APPDiG_SMS FEB 1 ;D MS VED Hx: 5 .' IU Ix BY: APPRO SECTIONa —A ;, S=i.Tno. A —A i o - rjDATE:2/ 1 /02 SCALE: NT$ DWG.: 1 yo-ncEC i ao IS.'r - I X 2 X I /e 1r S i{, - 1 X 2 X 3/8 JAMB ( TY?-) TUBE K.LMN :AM ;TYP.) iUH: +V_ FCti toe X '1/2 SELF M8 X 1/2 SELF X 4 X 3/6 - iAPFf14SmsTAPPiNGSMSC. TUH_ ML'i_' N i SZoL A.r' SE'Ttc_N t S£A ahT 1i y i A*. 8 ! T Y? : 4 Y 4M-V FLAKunS .•.•• JL.T'J %ANGLES -" t' 7( '-I/2 SELF t MLLION L YAJ.31 1le x .-:/2 S_L; A?c1NG SRS SEYTAN A -A iIjAPPIN. C SMS X' 2 7/16 X 1!8 1 X 2 7/16 X 3/e F^ 30 Sit TUBC MULL:C:NS•i' TUBE MULL FGN TYPICAL VF3.7;CAL TO HOR1C.NTAL MULLION TO MULUCS 1. L— i TARP: hC SMS i J JAI49 CTYP.) JAMS ITYPJ SEALANT SZTVEEN j' L xisX 1-1/2 SELF VINDOV FLANGGEStMULLION TAFPwNG SIMS SECTION A { 71 iL]F,- 8 X1/2 SELF 08 X 1/2 SELF TAPPING SMS TAPPIN; SMS SE&ANT BETWEEN SEALANT BETWEEN _V WLNuaw FLANGESWDiL4VFLANGESfeXF-I/2'SELF t laILLIQN 1 M1iLLI{i - i APPL< SMSe X 1-112.SELs TAPPING SMS S_PCT10N A —A (3) cSECTION'A -A (4) • i X 4 X 1/8 /-1 X 4 X 3/9 TUNE KILLION TU L1ON O$ 1000 SJ7. - lCOL SJ'.. JAN A CT vP) 5A Its X 1/2 SELF t6 X 1/2 SELF TAPPING SMS TAPPING SMS SEALANT BETVEEM SEALANT RETWEEN WINDOW FLANGES tKN43V'f_AwS se X I-1/2 ScL- L MULLION _ a tat #ION _ . _ TAPPING SMS a X 1-1/2 SELF TAPPING SMS SECTION A—R 15 ,SECTiOA A —A fiz) i i DEILL C OR =X v J_L 1 INTERNAi_ CLIP 1X OR 2X MULL ('Y°.) i INSTk_ATM- ANCNC.Q a/i£ D[ A 'APCS1 SiREV ANCr1C4 RYP.`, SILL C::- 4 1/4' MIM EKP_DMENT PgEC. AST SIv 3Y OTHERS AUXIL!ARY PIATe CFZR A-1W IONAL AW—MORS. WHEN REQ47RELp --p ICR FLORIDA EXTRUDERS "' TEmAT' ONAL•. INN SAWORD,' FLORIDA FIM: SER 100011500 FLANGE SHEET 1 OF__2 VERTICAL MULLION INTO HLORIZCNTAL SEE .OTHER SID_ ( SHEET` 2 OF 2) OR` DESIGN.', PRESS.URE CAPACITIES DRAWN BY: MSH " APPROVED BY: DATE:2/6/ 02 I SCALE: N T S DWG.: 1 VMi•#MFLG . SEALANT BETWEEN APPUES TO HEAD k SILL WHERE I' X 4' WINDOW FLANGES R AJ k 2' X 4' TUBE MULUONS ARE USED U. L MLIO'N 20D0 P.V DESIGNER 2CG00 P.V DESIGNER OMR ADDITIDML ANCHOPM VC N REEUIRED) Jd.I.U.LV..St SILL CTYP.! SILL CTYPJ O 8 X 3/4 SELF 8 X 3/4 SELF SHEATHING" TAMING SMS TAPPING SMS 10 I 27/16X1/8 TUBE INULLION 1X27/16X3/8 TUBE MULlII1N INSTALLATION ANCHOR #8 WOOD SCREW CTYPJ SEALANTVDNDOV FLANGES L MULLION EXTERNAL MULLION INSTALLATION CLIPTWOBYWORD BUCK BY `103THER 8 X 3/4 SELF 8 X 3/4 SELF 1000 S H TAMING SNS 10 S M. TAPPING SMS MULLION ... HEAD CTYPJ HEAD CTYPJ 2m P.W DESIGNER APP1JE5 Tfl MEAo t Sal t • x r SECTION A -A (1) SECTION A -A (2SILL CTYPJ t 1' x 2 Y/ta' TUBE MUUJONS ARE uSED DETAILS - - 8 X 3/4 SELF„ TAPPING SMS 2. X4X3/8 TUBE MULLION U6TALLATUN ANCWR L B•• a • N W O SLREV L F O RM PL VSEALANT .BETWEEN WINDOW FLANGE IdCIZ CLIP is s e iRt 1 1/8, MIN. EMBEDMENT t , OR/D FiL. iz # ERDEDMENT BMW r SEALANT BETWEEN SEALANT BETWEEN WINDOW FLANGES - 8 X 3/4 SELF TAPPING SMS l WINDOWFLANGESi MULLION L MULLION 2000 P.V DESIGNER SAL CTYPJ F 2= P.V./DESIGNER 1000 S.H. SILL CTYPJ HEAD CTYPJ#8X3/ 4 SELF TAPPING SMS 8 8 X 3/4 SELF SECTION A -A (5) TAPPING SMS i X 4 X 3/8 1 1 X 4 X L TUBE MULLION TUBE MULLION FLORiDA EXTRUDERS mumnONAL, INc SANFORD, FLORIDA nTLF- StR. 2000 FIN SHEET 1 OF 2 =" rTit!! HORIZONTAL MULLION SECTIONS SEE OTHER SIDE (SHEET 2 OF` 2),FOR 8 X 3/4,SELF 08 X 3/4 SELF DES GN :.PRESSURE<<CAPAC I T IES IOWSHiTAPPINGSMS10SATAPPINGSMSHEAD CTYP.f - _ HEAD CTYPJ 1 EB" Zt 2 Dun BY: MSH APPROVED BY SECTION A -A (3) " SECTION A -A (4) DATE 2/6/02 SCALE: NTS DWG.:` 2HMF TNTR 20M P.V./DESIGNER SILL CTYPJ M8 X 3/4 SELF TAPPING SMS I X 2 7/16 X 1/8 TUBE MULLION SEALANT BETWEEN 8 X 3/4.SELF 2000 S.K TAPPING SMS HEAD CTYPJ SECTION A —A W TYPICAL MUUJON TO CONCRETE O JAMB APPUES TO JAMB WHERE 1' X 4'. DETAIL B k 2' X 4' TUBE MULUONS ARE USED) Q r2000 P.V DESIGNER SILL CTYPJ CONCRETE OR MASONRY_ k8 X 3/4 SELF BY OTHERS TAPPING SMS1X 2 7/16 X 3/8 DWALLATWN ANCHOR 3/16' DIA. TUBE MULLIONTAPCON SCREV ANCHOR cTYPJ ONE BY WOOD EXTERNAL' MULLION INSTALLATION CLIP DUCK BY OTHERS, MW P.V DESIGNER - MULLION 48 X 3/4 SELF . SILL cTYPJ _ 2000 TAPPING SMS HEAD CIYPJ f8 X 3/4 SELF SECTION A —A (2) TAPPING SMS 2X4X3/8 Q' TUBE MULLION SEALANT &-rWM 4.-1.1/4' MIN. CWJl Sica+' r tR WKILLION DIMW -- :: EMBEDMENT YAS # A8 X 3/4 SELF DtLAN FBETVEEMLA S _ TAPPING SMS L MULLIDN 2000 SJL 2000 P.V./DESIGNER 2000 P.V./DESIGNER HEAD cTYPJ _ sD. l CTYPJ-slu.crYPJ SECTION A-A"-(5) N8X3/4 SELF I18 X 3/4 SELF r — A zV NTAlPING SMS x4 X 1/8 TAPPING 1SMXS 4 X 3/8 ELEVATION TUBEMULLIONTUBEMULLIONVIEWED : FROM &FbiIOR s " " FLORIDA: EXTRUDERS mTERxaT'oNA` 'Nc VD+ mv FLANGES SANFORD, FWRIDA TTl .— SER 200FLANGE SHEET- 1 01 i _2 a TRIPLE HOR I2QNTAL MULL i QN.,SECT_.I[]NS 8 X3/ 4 SELF II8 X 3/4 SELF TAPPING SMS TAPPING SMS SEE OTHER SIDE (SHEET 2 OF 2) FOR HE cTYPJ I24EEAAD ( TYPJ DESIGN =PRESSURE CAPACITIES SECTION A-; A ( 3) SECTION A —A (4) r, 18 g Dxantl By. MSH Ai'PR , DnrE:2/6/ 02-•---_ sc.ArE1YTS:--DWG: 2HMFLGFR-__ 27 DETAIL TYPICAL VERTICAL TO HORIZONTAL MUCUON TO MULLION 2000 S.H. I X 2 7/16 X 1/8 2000 S-K I X 2 7/16 X 3/0 JAMS CTYPJ TUBE MULLION JAMB (TYP.) TUBE KILLION IX OR 2X MULL INSTALLATION SCREW INTERNAL CLIP TUBE KUMN 2 SELF S.H. SEAI.ANT VINDOV FLANGES_TAPPING'SNS_ JAMB TYP.) L IX OR 2X MULLWvwWFLANGES a x 171n TAPPING sms DETAIL 8 x 1/2 SELF SECTION A —A (2) I TAPPING SMS INSTAUAI70N MOW SECTION A —A (1) 3/16' M& TAPM SCREW ANCHOR CrYP.) 4INST Al SILLIX4X1/8 1 X 4 X 3/8 1 NOW. 44=0 SILL CLIP TUBE KILLION TUBE MULLION SEALOWNT guwm* #8 X 1-112 SELF 1 1/4' MIN. 20) S.K em SA WINDOW FLANGES TAPPING SKS :NBEI)MENT JAMS CTYPJ ..-We CTYPJ MLILLION SECTION A —A PRECAST SELL By artom AUXtL1ARY--PLATE a x VE SELF #8 X L-4 SELF ADDITIONAL ANCIMS, WHEN REQUIRM TAPPIN1G. S14S TAPPING SMS 01. SEALANT. . WEEN. SEALANT #8 X 1-1/2 SELF vDawl. FLANGES WI?wv TAPPING SMS F L mul.Lm L KLLKIN A A9x -in SELF TAPPING SMS MULLION SECTION A —A ACTION A —A _L4) 0 0 SELF TAPPING sms CTYPJ —\--"TAIL IELEVAno MEWED FROM D(TERIOR UnUffAnONAI, IMPFLORIDAEXTRUDE mm SER. .2000 FLANGE SHEET, "I -OF 2 PERT ICAL- MULL -ION INTO -RURI2WTAL".. lux SEE OTHER SIDE (SHEET,-.2--GF 2) FOR.: DESIGN -PRESSURE 'CAPAC I TiES-. 18 DP_At Err. JBH -IAPPRoft aIrjDATE:2/2/02,....jscALL-NTS,_ jDWd.._'_,2V HFLG_,---ll., SEAL,AK BE wiNww GESM i MULLION AUXILIARY PLATE ut,,T"f - FLORIDA B-0-A-F- NNtit ADKYIDNAL AMCmm WNEN REnwsEm DETAIL cO yiAMrAC U- Nam• F RIDA 15r nP v biAffMFUZ 2000 P.VJDESIGNER 2000 P.VJDESIGNER SILL CTYPJ SILL 'CTYPJ R8 X 3/4 SELF 98 X 3/4.SELF: TAPPING SMS. TAPPING SNS TWO BY VOOD BUCK. BY .OTHER I X 2 7/16 X 1/8 I X 2 7/16 X 3/8 TUBE MULLION TUBE MULLION SEALANT BETWEEN VIIDW FLANGES APPUES TO HEAD & SILL WHERE I" X 4' 2' X 4' TUBE MULLIONS ARE USED SHEATHING ION ANCHM t8 WOOD SCREV CTYPJ TERNAL MULLION STALLATION CLIP MULLION _ i MULLION BEiAD.-Al N18 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD CTYPJ SECTION A —A (1) SEALANT BETWEEN SEALANT BETWEEN VDVDOW FLANGES WINDOW FLANGES i, NJLLION i MULLION 2=1 P.V./DESIGNER SILL YTYPJ 68 X 3/4 SELF TAPPING SMS IX4X1/8- T TUBE MLILLi13N NB X 3/4 SELF 1000 S.H. TAPPING SMS HEAD CTYP.> - SECTION A -A (3) l2000P.WJDESIGNER r— A SILL CTYP.> 718 X 3/4 SELF t_ A / 1000 S.H. TAPPING SMS U8 X 3/4 SELF _ HEAD CTYPJTAPPING SMS 2X4X3/8 SECTION A —A (2A—A (2) TUBE MULLION 1 t/8' MI EMBEDMEN ElE1feD SEALANT BETWEEN VIEWM, FROM OCIERXIR WDiWv FLANGE APPLIES TO MEAD *SILL WMERE i' X 2' i'KAAMN _. .q•.X.2 7/16" TUBE MtXLI MS ARE USED ALLATXIN ANCAR V= SCREW CTYP.) 2000 P.VJDESIGNER N8 X 3/4 SELF L r SILL RYPJ TAPPING SNSj TLw MIX, D SMS 1000 S.M. SECTION A -A (5) LFi X 4 X 3/8 HEAD CTYPJ L TUBE MULLION FLORIDA EXTRUDERS na rsxuT'oKm- 'Nc sarlF n, FLowA tom,. T= SER. 2000 FIN SHEET I OF 2 4. TWIN HORIZONTAL MULLION SECTIONS SEE OTHER SIDE (SHEET 2 OF 2) ,FOR 88 X 3/4 SELF DESIGN PRESSURE CAPACITIES 1000 SJi TAPPING SMS f EB ^._ HEAD CTYPJ C DRA71N BY: MSH APPROVED BY: SECTION A —A (4) DAM-2/6/02 SCAtE:NTS-•- I3>«.:,- 2HMFINTW' 4? 20NXI P.V/DESIGMER 2LXXI P.VJDESIGMERt SILL CTYPJ SILL (TYP.) 8 X 3/4 SELF 09 X 3/4 SELF, TAPPDN(3 SMS , I X 2 7/16.X 1/01TAPPING SMS 2 7/ib X 3X TUBE MUL TUBE MULLMN SEALANT SEALANT BETWEEN FLANGES. WINDOW FLANGES lMULLIONL "ULL10N 8 X 3/4 SELF 8 X 3/4 SELF S.1L TAPPING SMS 2= S.K TAPPING SMS200D HEAD CTYPJ DEAD CTYPJ, " ECT10N A=A W SECTION A —A (2) SEALANT BETWEEN VVaUW FLANGE i MULLmN N-LANUACrURMNAME: FAX SEALANT BETWEENWINDOWFLANGES MULLION 2[I00 P.V./DESIGNER 2000 P.VJDESIGNER SILL CTYPJ SILL CTYPJ 8 X 3/4 SELF 8 X 3/4 SELF TAPPING SMSTAPPINGSMSX4X1/8 TUBE MULLION TUBE MULLION SEALANT BETWEEN WINDOW FLANGES - MULLION 8 X 3/4 SELF5..APPING8X3/4 SELF TAPPING SMS SMS 2000 S N HEAD CTYPJ HEAD <TYPJ SECTION A -A (3) SECTION A —A (4) TYPICAL MULLION TO CONCRETE O ,HUMS APPLIES TO JAMB WHERE 1' X 4' OETAIL 8 do 2' X 4' TUBE MULLIONS ARE USED) CONCI_ Q OTF TE OR MASLIHRY BYBY OTHERS INSTALLATION ANCHOR 3/16' MOL 11 TAPCON SCREW ANOM CTYP.) 9 EXTERNAL NUIA" ONE BY WOOD INS TAO NTM CLIP BUCK BY OTHERS- Q 11ULL10N 2=1 P.V DESIGNER SILL CTYPJ 8 X 3/4 SELF TAPPING SMS _ 2 X'4. X 3/8 TUBE MULLION Q4-1 NL11/4' MI EMBEDMENT 01 8 X 3/4 SELF L A TAPPING SMS HEAD CCTTYPJ SECTION A —A (5) - ELEVAMO . VIEWED FRO#I .EXTERIOR FLORIDA EXTRUDERS° JA frflZiSER.. 2000 . FLANGE - SHEET" ,-1 OF , 2 - - - TialN HORIZONTAL "MULL IIJN'`SECTIbNS SEE OTHEROTHER SIDE (SHEET,-2 OF-2)-:FOR, DESIGN_ .PRESSURE. CAPACJ T I ES; 1 F 8 2002 lfxuwN BY: MSH APPROvsn?9Y, K "; 1 4 XILIN33LPl.e 7f aw ADDRIQW. ANCHORS, WHEN REOULRED) DETAIL C CENTRAL FLORIDA B. ®. A. F. MANINACT NAME: o -p APPUES TO HEAD & SILL WHERE 1' X 4' do 2' X 4' TUBE MULUONS ARE USED THING SEALANT BETWEEN VINDW FLANGES N`R Fi'i # 7 NW IDM p INSTALLATION ANCHOR 98 WOOD SCREW (TYP.) t KR110N 2000 P.VJDESIGNER2000P.WDESIGNER SILL' CTYPJ EXTERNAL MULLIONSILLCTYPJ R8 X 3/4 SELF N8 X 3/4 SELF INSTALLATION CLIP TAPPING SMS TAPPING SMS 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 SVwINDOVFLANGEANT t MULLi9l1 A11 1'. A 20DO P.V./DESIGNER 1 1 SILL (TYP.) 1 L_ / A 08 X 3/4 SELF 1000 SH TAPPING SMS B8 X 3/4 SELF 1000 SA TAPPING SMS HEAD (TYPJ A8 X 3/4LrfTAPPINGSMS HEAD (TYPJ SECTION A —A (1) SECTION A —A (2) 2 X 4 X 3/8 TUBE MULLION 1 1/e• MIN. - EMBEDM214 FROM EVIEWEDFROMEXTERIOR SEALANT BETWEEN WINDOW FLANGE DETAIL 8 APPLIES TO MW t SILL WHERE V X Y L 14XLMN t 1' X 2 711C TUBE -MULLIONS ARE USED sunae ALLATNIN ANCHOR SEALANT BETWEEN SEALANT BETWEEN VINDOV FLANGES SECTION- A —A_ (S) 9 WOOD SCREW CTYP VBNDOV FLANGES e MULLION L MIA L[DN NOrtlZ alr ' 2000 P.WJDESIGNER TYPJ sBx 3/4 SELF4 SELFTAPPING s8 X 3%4 SEIfSILLTAPPINGSMSSMS SMS1000 4 X 3/8 S H HEAD ( TYP.) EMBEDMENT iX4XIASXP, VJDESIGR MULLIONDiC TUBEMULLIONBEFLORIDA. EXTRUDERS carom m noSANFORD, . FLORIDA TME: SER 2000 f IN SHEET 1 OF 2 08 X 3/4 SELF 1000 SJL TAPPjNG._SMS HEAD ( TYPJ SECTIONA— A (3) 1VP HORIZONTAL MULLION SECT I DNS SEE OTHER SIDE (SHEET 2.0F.2) .FOR 88 X 3/4 SELF DESIGN PRESSURE -CAPACITIES TAPPSMS HEEAADiTING PJ 16DRATIN BY: MSH APPROVED_BY SECTION A —A ( 4) DATE:2/6/02 SCAi,E NTS Dxc: -2HMFIN;.7 TYPICAL MULLION TO CONCRETE O JAMB - APPLIES TO JAMB WHERE I- X 4' DETAIL B do 2' X 4' TUBE MULLIONS ARE USED) SEALANT BETWEEN Q vvimv CONCRETESOR MASONRYLMt>`LIDFLANGES LLLNDOWL MUlLMN . LBY OTHER 2000 P.V./DESIGNER 2000 P.V./DESIGNER INSTALLATION ANGER 3/16' MA SILL CTYPJ SILL CTYPJ TAPC13N SCREW ANCHOR CTYPJ N8 X 3/4 SELF N9 X 3/4 SELF TAPPING SMS TAPPING SMS ONE HY WOOD EXTERNAL MJLLD]N 1 X 2 7/16 X 3/8 INSTALLATION CLIP I X 2 7/16 X 1/8 TUBE MULLION BUCK BY OTHERS TUBE MULLIONMN 2000 P.V DESIGNER _ MILL SILL CTYPS _ 8 X 2/4 SELF TAPPING SMS ' M8 X 3/4 SELF B8 X 3/4 SELF 2000 S.H. TAPPING SMS 2000 S.M. TAPPING SMS 2 X 4 X 3/8 HEAD CTYPJ HEAD (TYPJ TUBE MULLION Q ' SECTION A -A f 1 i SECTION A -A (21 SEALANT BETWEEN 1 1/4' MIN. VINDOV FLANGE EMBEDMENT.. L MULLION B O.,r' . FI, 4)' nETen_ a aNTPLAL R8 X 3/4 SELF , . A _ SEALANT BETWEEN SEALANT.BETVEENWVaUV. FLANGESVINWVTAPPING SMS a MULLVU4WvION 2000 S 1 > 4T* Ael IGNER 2000 P.WJDESIGNER HEAD CTYPJ SILL ( TYPJ SECTION A -A Q X 3/4 SELF !8 X 3/4 SELF PING SMS TAPPING SMS 1 X 4. X 1/8 1 X 4 X 3/8 El EYATION TUBE MULLION TUBE MULLION VIEWED "FROM EXTERIOR IlVTERNAnoNAL, WC FLORIDAEXTRUDERSM, FLOPMA TTTt: SER. 2000 FLANGE SHEET a OF Y 2; A.a HORIZONTAL MULLION.SECTIQNS X 3/4 SELF SEE OTHER SIDE (SHEET -2OF2) FOR ik8 X3/4 SELF TAPPING SMS TAPPING SMS 200o stL - 2000 S-K DESIGNPRESSURE• -CAPACITIES FAD CTYPJ HEAD CTYPJ SECTION A - A (3) SECTION A -A (4) 1 `B ni aTrx sir: MSH A> Ovii -aTr. neTE:2/ 4/02--.- sceti. NTS.-- nrI:.:=-2HMFLG.,.:o.--m_... ay 2000 S.H. 2O00 S.H. JAMB (TYP.) 1 X 2 7/16 X 1/8 IAMB (TYPa TUBE MULLION B8 X 1/2 SELF TAPPING SMS 20DO S.M. JAMB (TYP,) TWO BY WOOD DETAIL C BUCK BY OTHERS 1 1/8, MIN . EMBEDMENT IX27/16X3/8 TUBE MULLION 2 X 4 X 3%B 1 TUBE MULLION ` SHEATHING 8 X 1/2 SELF INSTALLATION ANCHOR s9 WOOD TAPPING SMS SCREW (TYP.) EXTERNAL KLLION INSTALLATION CLIP MULLION2D00Sat _ _ JAMB (TYP.) _ APPLIES TO HEAD dc.SILL WHERE 1' X 4' 2' X 4• TUBE MULLIONS ARE USED e SEALANT BETWEEN SEALANT BETWEEN 0 8 X 1/2 SELF APPLIES TO HEAD do SLL WHERE 1' X 2' VO4DOV FRAME WINDOW FRAME TAPPING SMS do 1' X 2-7/16' TUBE MULLIONS ARE USED B8 X 1-i/2 SELF B8 X 1-1/2 SELF INSTALLATION ANCHOR TAPPING SMS TAPPING SMS DETAIL SCREW SECTION A -A (1) SECTION AAA (2) P' SILL CLIPI CENTRALd'Yl.t8:6.... FLORIDA B. OaA. F. so X .. I . aINWV FLANGESSELF1EMBEDMENT1/0,. MANUFACT(MER NAM: TAPPINGSMS MULLION SECTION A —A- (51 GoRiaa4flraY4aF - 4 FILE # 7. DETAIL C N44D FWwiD6 1 X 4 X 1/B 1 X 4-X 3/8 - (FOR ADDITIONAL-ANCHI=.'WHEN REQUIRED) TUBE MULLION :TUBE MULLION A- A._._ 2000S.M.— — — JAMB _( TYPJ - .O' O' 46 SELf,TAPPING R8 X 1/2 SELF N8 X 1/2 SELF SMS (TYP.), DETAIL 8 -LION TAPPING SMS TAPPING SMS VIEWEDM. EEXTERIOR O err Lt IN TERNATIONAL. INC FLORI-DA -EXTRUDERS fir. ti ~'• SANFORD. FLORIDa SER. " 2000" "FIN - SHEET 1 OF 2 VERTICAL" MULLION'SECTIONS' l SEALANT ICTVM SEALANT BETWEEN WINDOW FRAME VINW FRAME SEE OTHER SIDE ( SHEET 2 OF _2) -.'FOR Muumn L MLtLIIt( : • f''."' DESIGN PRESSURE: -CAPACITIES X. 1=1/2 SELF...i_In SELF TAPPING. SMS- TAPPING" SMS DRANK BY: MSH r' APPROVED -BY.- SECTION A -A (3) SECTION A —A (¢l DATE 2/6/02 ISCAMNTS IDIMz. 2VMFIN 2000 SH 1 X 2 7/16 X 1/9 ' 2000 S!i "} 1 X 2 7/16 X 3/8 JAMB CTYPJ TUBE MULLION JAMB CTYPJ 1 TUBE MULLION ONE BY WOOD DEWL C BUCK BY OTHERS CONCRETE OR MASONRY' 1 1/4' MIN. EMBEDMENT 4 Q a B8 X 1/2 SELF 08 X 1/2 SELF TAPPING SMS TAPPING SMS INSTALLATION ANCHOR 3/16"KA. _ TAPCON SCREW ANCHOR CTYPJ EXTERNAL MLAJMN INSTALLATION CLIP 2X4X3/8 TUBE MILLIONSIFLANGES NAJ-M MULLION 2000 TYft,-FlULUON TO CONCRETE O HEAD Y8 X I-1/2 SELF f9 X 1-7/2 SELF JAMB CTYPJ ., APPLIES TO HEAD do SILL :MIHERE 1' X 4 TAPPING SMS TAPPING SMS & 2-_ X 4'. TUBE ` MULLIONS ARE USED) SECTION A —A (1) SECTION A -A (2) _ 8 X 1/2 SELF IaEral e TAPPING SMS INSTALLATION ANCHOR f . - 2/16' DL4. TAPCON I X 4 X 1/8 1 X 4 X 3/8. _ -_ _ _ . - SCREW ANCHOR CTYPJ TUBE MULLMN TUBE MULLION SILL CLIP R8 x I-v2 SELF TAPPING.SMS tiT F1ANC>ES Q -- 111/4'WKT2000S.H.2000 S.H. NB CTYPJ JAMB CTYPJ SECTION A A -.' DETAIL C `PRECAST Snl; BY-OTHERSS i8 X 1/2 SELF _. s8 X 1/2 SELF TAPPING SMS TAPPING SMS SEALANT BETWEEN' SEALANT HETWEENI WINON FLANGES WUNDOW FLANGES a HNl" a NULLMN R8 SELF ' AUXIUMY.`PLATE.j CFOR AIDITICINAL ANCt iS VFEIN REQUIREW M8 X I-1/2 SELF i8 X 1-1/2 SELF SMS CTYPJ DETAIL g MILLION TAPPING SMS TAPPING SMS ELEVATION E) SECTION A —A (3) SECTION A -A (4) VIMD FROM EXTERIOR IlQTI RNAT ox"t , me ACTt-tt FLORIDA EXTRUpERS , .oxmA. N[AN%1 Y s . 11TLE: , A i , ; -• VA PERT ICAL MULLION SECT IOI1S ` SEE OTHER.; SIDE -_(-SHEET_. 2- ,Qf. ,2) FOR. I8 21 ? DESIGN PRESSURE -CAPACITIES.: 3 DU YN BY: JBW - APPRO4ED' ScAIZ-NTS _ D7#q;. F 1 M IAM WADS h1lAht I -DARE COUNTY, FLORI[ METRO-DADE FLAGLER BUILDI, PRODUCT CONTROL NOTICE OF ACCEPTANCE Premdor Entry Systems 911 E. Jererson, P.O. Box 76 Pittsburgh ,KS 66762 BUILDINC CODE COMPLIANCE Ol:FV METRO-DADC FLAGLER ilUILDP, 1.10 WEST FLAGLER S•rltr-El'. surn:16 MIAMI. FLORIDA 33130.1! 305) 375-2901 FAX (305) 375.2f, CUN'rJL CCOR LICKNSINC SJ:C.TU 305) 375.252.7 FAX (3us) 375- co,nit, role moist, 305) 375.29" FAX (305) 375-2- t•Izouuc. r coN•rnot. vivist. 305) 37S-2902 FAX (305) 372.E Your application for Notice of Acceptance (NOA) of: EJitergy 6-8 S-W/E Insiving Glazed Double w/sidelites Residential Steal Door under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types Construction, and completely described herein, has been recommended for acceptance by the Miami -Dad County Building Code Compliance Office (BCCO) 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 tiie South Flori Building Code. The expense of such testing will by incurred by the manufacturer. c-- ACCEPTANCE NO.: 01-0314.25 EXPIRES: 04/02/2006 haul ttoarJguez Chief Product Control Division THIS 1S THE CO_V_ERSHEET, SEE ADDITiO`lAL PAGES fOlt SPrCII:IC AND GENERAL CONDITIONS BUILDING CODE &- PRODUCT REViEW C0NTMITTEE 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 INliami-Dade County. Florida under the conditions forth above. APPROVED: 06105I200i rrincisco J. Quintana, R.A. Director Miami -Dade County Building Cod` Compliance 01'lic Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED ; 1UN 0 5 2004 EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 00-0321.27 which was issued on April 28, 2000 approves a residential insulated door, as described in Section 2 of this Notice of Accepta designed to comply- with. the South Florida Building Code (SFBC), 1994 Edition for Miami-[ County, for.the locations where the pressure requirements, as determined by SFBC Chapter 23 not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series Entergy 6-8 S-NV/E lnswinb Glazed Double Residential Insulated Steel Doors Sidelites- and its components shall, be constructed in strict compliance with the folio% documents: Drawing No 31-1028-EW-1, Sheets 1 through 6 of 6, titled "Premdor (Entergy Br. Double Door with Sidelites in Wood Frames with Bumper Threshold (Inswing)," preparec manufacturer, dated 7/29/97 with revision C dated 01/11/00, bearing the Miami -Dade Col Product Control approval stamp with the Notice of Acceptance number and approval date by Miami -Dade County Product Control Division. These documents shall hereinafter be referred t the approved drawings. 3. LIMITATIONS 3.! This approval applies to single unit applications of pair of doors and single door only, as shown i approved drawings. Si:iglc door units shall include all components described in the active icaf o this approval. 3.2 Unit shall be installed only at locations protected by a canopy or ovcrhang"such that the ang!e between the edge of canopy or overhang to sill is' less than 45 degrees. Unless unit is installed.ir non -habitable areas where the unit and the arcs are designed to accept water infiltration. 4. INSTALLATION 4.1 The residential insulated steel door and its components shall be installed in strict compliance .wit the approved drawings. 4.2 Hurricane protection system (shutters): the inStallntion of this unit will require a hur-6 Piotcction system. 5. LABELING 5.1 Each unit shall bear a permanent label with (lie manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved". 6. BUILDING PERMIT.REQUIRMNIENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly narked to show the components selected for the proposed installatio 6.1.3 Any other documents required by the Building Official or the South Florida Buildin5 Co SF13C) in order to properly evaluate the install ion of this system. Nlanu 1 Pcrcz, P.E. Product CoC Exan; 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 l . Renewal of this Acccptancc (approval) shall be considered after a renewal application has been fi and the original submitted documcntation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if. a. There has been a change in the South Florida Building Code affecting the evaluation of product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this aceeptar including the correct installation of the product. d. The engineer who originally prepared, signed and seated 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 product or process shall automatically be cause for tcrminntion of this Acceptance, unless prior written approval has been requested (through the Fling of a revision application with appropriate fee) and granted by this office. a. Any of the following sl;all also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. - Misuse of this Acccptancc as an endorsement of any product, for sales, advertising or other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displaycd in advertising literature. If any portion of the Notice of Acceptance is displaycd, then it shall be done in its entirety. 7. A copy of this Acccptancc as 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 nny section ofthis Acceptance shall be cause for termination and removal Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END 0IT TIIIS ACCEP"ANCE Manu Pcrcz, P.C.; Product Contr ram Produ 'ntrol Division Glazed Units COP-WL-MA0100-02 FIBERGLASS DOORS 6'8" Height - inswing International COP-WL-MA0141-02 l r r r. 02-0419.08 52.0 Application Filed) NOX Singlesd 2*0" 2'6" 2'8" 2'10" 3'0" 3 0" Not Listed Not Listed Arrangement X0, OX, OXO 1 Multiples (width) 2'8" + 1'0" COP-WL-MA0143-02 02-0419.08 Application Filed) 52.0 NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 1'2" 37 + 17 3'0" + 1'2" 1'0"+2'8"+IT COP-WL-MA0144-02 02-0419.08 Application Filed) 52.0 NO I I 1'0" + 2'10" + 17 1'2" + 2'8" + 17 1'0" + 2'8" + 1'0" 1'G" r 3'0" + 1'0" 17' + 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-MA0142-02 02-0419.08 Application Filed) 52.0 NO 2'8" + 2'8" 2110" + 2'10" 3'0" . 3'0" 2'6" + 2.8" + 2T + 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" + 2'10" 3'0" + 3'0" + 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.t:om) 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 bui'ding codes specify the edition required. 5Masonite Werria:ional structural, cyclic, air, water, forced entry/or impact testing Is done In accordance with Miami -Dade 8CCO protocol PA201, A202 & PRK-3. U Oak Taff ARTEK" I: II,Y Nf.1.AS5 Rhl'NY nGfINS eimi•.a..M /Mrd,N 4", 0•a. ILL/ u/iiI• Gw i ris. o••'• V "r •.. Apit29. Mil: Our Wlftmq. poplin of p. y utl np9,0'Rmbdrlytel 1pttiliglio"s, des'gwlnd 0.9dutlMasonite l nt e r nar lon a 1C o r po r i onda1. MVA'im19 th01ge w'o01Nw41it0. lb COP-WL-MAO100-02 FIBERGLASS DOORS Glazed Units 6'8" Height — Outswing X Arranoement X0, OX, OXO t t 27 COP-WL-MA0161-02 02-0418.03 Application Filed) 55.0 NO 2'6" 2'8" 2'10" 3'0" TV Multiplest 27+ 1'0" Not Listed t. 1 COP-WL-MA0163.02 Not Listed D. OCCO 02-0418.03 Application Filed) D•. Rating 55.0 y Impact..d NO L 2'8" + IT 2'10` + 1'0" 17, 37 s 1.0" 3'0" + IT 1'0" + 2'8" + 1'0" COP-WL-MA0164-02 02-0418.03 Application Filed) 55.0 NO I 1 I 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" l'O" + 3'0" + 1'0" 17' + 2'10" + 1'2" 1'2" + TO' + 1'2" 2'6" , 16" 2 6" 2'8" + 2'8" + 2'8- 2' 1 G" + 2'10" + 2'1G" j 3'0" + TO" + 3'0" XX. OXXO i 2'8" + 2'8" COP-WL-MA0162-02 02-0418.03 Application Filed) 55.0 NO 2'8" + 2'8" 210" + 2'10" 37 + TO" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0165-02 02-0418.03 Application Filed) 55.0 1 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 210" + 2'10" TO" + 37 + 3'0" + 37 Notc 1. Occr arrangements using fewer panels than wh3! is showi in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite international websile (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International websile (www.masonite.com) or from the technical center. 4. Ac!ual design pressure requirement for a specific building design d 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. gqS c' t T" ARrKu. •.. "'/ t.darwNT Iran 1 .U.. w'1 All VOORt WTT.••"•1 N"t4,, E.•n Ck,, rya t;. t0u7 ....:.•, o.•na p•o, ! Oar cmw. N.y D aOrom Of a/0ead ;nrpov ,a,d makes 7petitit'YiM,s, araja" Ma praautl M a s o n i t e I n td'14" ; p`:i;ti ro CTpnpe wimg0 Nntt cop-M-MA0100-02 FIBERGLASS DOORS Glazed Units 8'0" Height — Inswing r /" r i 2a0" 2'6" X 21" 2'10" 3'0" 3'6" COP-WL-MA0146-02 ad 02-0423.01 Application Filed) 1 40.0 r NO Not listed Not Listed Arrangement t Xv. 0X, C'XQ Multiplesre 2'8" + 17 International COP-WL-MA0148-02 Miami-Dader 02.0423.01 Application Filed) R. Haling 40.0 NO 2'8" + 17 2'10" + 1'0" 2'10" + 1'2" 3'0" + 1 rrr 1'0" + 2'8" + 1'0" COP-WL-MA0149-02 02-0423.01 Application Filed) 40.0 NO i t'v' + 2'10" + 1'0" 17 + 2'8" + 17' 1'0" + 2'8" + 1'0" 1'0" + 3'0" + VV 1'2" + 2'10" + 17 1'2" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" iG" + 's'0" + 3'0" f XX, OXXO 2'8" + 2W COP-WL-MA0147-02 02-0423.01 Application filed) 40.0 NO TV + 2'8" 2'10" + 210" 3'0" + 3'0" TV + 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" + 210" + 210" + 2'10" TO" + 3'0" + TO" + 3'0" Notes: t. Door arrangements usnr0 fewer panels titan 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. trsta:`aiion instru,.tioss are 3v3ila5te from the Vasonite International website (www.masonite.com) or from the technical center. k1wa design pressure requirement for a specific cuilding design d geographic location is determined by ASCE 7 (Minimum design loads for b0dings and other structures). National, state or local bultaing codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or Impact testing is done In accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. Oak ff ttHr"v naaita w.,a......r«ar.T o.r.., C.Mn .• r f\U.4/VI\i+n i nN nVV V cr,.rt3 tl'% ara:cn-.r{ pre;^';m of woawria.promnrM ouaee fpt;a$:,-0r\, Cregr : f ;n•.a Masonite International Corporation V 4 : z.v. "+Brew Glazed Units FIBERGLASS DOORS 8'0" Height -- Outswing X t r COP-WL-MA0166-02 r ,• a 1 02-0423.03 Application Filed) r., 47.0 NO72-8- TO" 3'6" Not Listed Not listed Arrangement roulliples (tvidth) 2'8" + 1'0" masonite international COP-WL-MA0168-02 Miami -Dade 6CC0 02-0423.03 Application Filed) OP Rating impact Rated 47.0 NO 2'8" + 1'2" 210" + 1'0" 2'10" + 1'2" TO" + 1'0" TO" + 1'2" X0, OX, OXO 1'0" + 2'8" + 1'0" COP-WL-MA0169-02 02-0423.03 Application Filed) 47.0 NO 1'0" + 210" + 1'0" t'2" + 2'8" + 17 1'0" + 2'8" + 1'0" 1'0" + TO" + 1'0" 1'2" + 2'10" + 17 17 + TO" + 1'2" 2'6" + 2'6" + 2'6" 2'8' + 2'8" + 2'8" 210" + 2'10" + 210" 3'0" + TO" + TO" 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" TO" + 3'0" 2'6" + 2'8" + 2'6" + TV COP-WL-MA0170-02 02-0423.03 Application Filed) 47.0 NO 2'8" + 21" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" TO" + TO" + TO" + TO" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation 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 Oakcraff wou.Leru" rr• EK-t.<r"...•1r 1, 0." 1'1111 kC1.A{i kNl'kY OOOk% AR N".,.16-4 F6.0- fl•1•7O•e.r Orri9.i0Dt o.. n o.... Masonite International Corporationtlwtom.rwHO poq>wr1 of pra0un imo.o.emeM maMH ryfglittlgm EesIM a"0 WaOun aS bwct to CMnot "4hw w cf. Opaque Units COP-WL-MA0100-02 FIBERGLASS DOORS 6'8" Height — Inswing Masonite International,r• COP-WL-MA0101-02 1 01-1031.01 t' 76.0 d •r NOX Singlesrth) 2'0" 2'6" 2'8" 2'10" 3'0" 3'6" Not Listed Not Listed Arrangement X0, OX, OXO redth) 2' 8" + 1'0" Masonite International! COP- WL-MA0103-02 s ! 02- 0109.10 Application Filed) i' Rating 55. 0 Impactr NO 2' 8" + 17 210" + 1'0" 2' 10" + 17 3' 0" + 1'0" 37 + 1'2" 1' 0" + 2'8" + 1'0" COP- WL-MA0104-02 02- 0109.10 Application Filed) 55.0 NO 1' 0" + 2'10" + 1'0" 1' 2" + 2'8" + 1'2" 1' 0" + 2'8" + 1'0" 1' 0" + 3'0" + 1'0" 1' 2" + 2'10" + 1'2" 1' 2" + 3'0" + 17 2' 6" + 2'6" + 2'6" 21" + 2'8" + 2'8" 210" + 2'10" + 210" 3' 0" + 3'0" + 3'0" A OXXO 2' 8" + 2'8" COP- WL-MA0102-02 02- 0109.10 Application Filed) 55.0 NO 2' 8" + 2'8" 2' 10" + 2'10" 3' 0" + 3'0" 2' 6" + 2'8" + 2'6" + 2'6" COP- WL-MA0105-02 02- 0109.10 Application Filed) 55.0 NO 2' 8" + 21" + 2'8" + 2'8" 2' 10" + 2'10" + 2'10" + 210" 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 Oak., graft AR EK" VhNCVAt[ t.N'l'NY DOOMS r+".r..w.d idwr4"rwrt»e.. /IU.I n//r{r„„ • w Or• t D"-r, Awl 79. I007 outcoftnDV Noga awooKI.D'o'em"AnuttyswdM~$,DesvnalawooDn Masonite International Corporation omd wDNn to uww ndr xA Dom t Opaque Units FIBERGLASS DOORS 6'8" Height — Outswing Arrangement X Singles (tvidlh) 2'0" rilasonite International COP-WL-MA0121-02 Miami-Dade'BCCO 01-1031.02 OP Rating 76.0 NO 2'6" 2'8" 2'10" 3'0" TV Not Listed Not Listed Arrangement X0, OX, OXO Multiples [ 2'8" + 1'0" rnite international COP-WL-MA0123-02 filiami-oade BCCO 02-0109.09 Application Filed) r• Rating 55.0 Impact NO 2'8" + 17 2'10" + 1'0" 2'10" + 17 37 + 1'0" 3'0" + 17 1'0" + 2'8" + 1'0" COP-WL-MA0124-02 02-0109.09 Application Filed) 55.0 NO 17 + 2'10" + 1'0" 1'2" + 2'8" + 12" 1'0" + 2'8" + 1'0" 17 + TO" + 1'0" 17 + 210" + 17" 1'2" + 3'0" + 17 TV + 2'6" + 76" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 37 + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0122-02 02-0109.09 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 37 + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0125-02 02-0109.09 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design 8 geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. 13 O akcraff AR EK'" YIISKRG.Ai[ NNTkY Ubbkt NSRT ..,,M 16.%Y 4. Dew+ .'" Am+29,Z= OW Cootj fnd moolelh of No" ilndrQVe W* mites SDtC4 *"%. desyn and mown Masonite I nt e r na t io n a 1 C o rp o r a t Io n PeW $0,eCI to Chlnpt without Ighte. R Opaque Units COP-WL-MA0100-02 FIBERGLASS DOORS 8'0" Height — Inswing 1 , COP-WL-MA0106-02 r . , • : 02-0109.08 Application Filed) 70.0 1 NO 1 X 710' 3'0" 3'6" Not Listed Not Listed 6i Arrangement X0, OX, OXO Multiples (width) 2'8" + 1'0" t t . COP-WL-MA0108-02 r.,• t 02-0109.08 Application Fled) r• 55.0 NO 2'8" + 17 2'10" + 1'0" 2'10" + 17 3'0" + 1'0" 3'0" + 17 1'0" + 2'8" + 1'0" COP-WL-MA0109-02 02-0109.08 Application Fled) 55.0 NO 1'0" + 2'10" + 1'0" 17 + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 37 + 1'0" 1'2" + 2'10" + 1'2" 1'2" + 3'0" + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0107-02 02-0109.08 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0110-02 02-0109.08 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonile.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & 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 akVraff AR EK'- KNTNY DOOR, eb.fie•exee FA—g—i" Oee.. aad 29. 2002 oe..•., oee.. Ow COM-9 gooram 01 drOOKI a Wov nl makes 3W41Kal— 6mg and o.od"O Masonite In t er n d l lOn a t (O r p O/ d l l O n 61134 su0IeC11O Change wOhop j nQOCe. COP-WL-MA0100-02 FIBERGLASS DOORS Opaque Units 8'0" Height — Outswing X r 1 COP-WL-MA0126-02 r,, 02-0109.07 Application Filed) D' Baling 70.0 Impact Rated 1, NO73-6" Not Listed Not Listed Arrangement X0, OX, OXO Multiples 21" + 1'0" t COP-WL-MA0128-02 rhT... gill 02-0109.07 Application Filed) r. ..'it1 55.0 NO 2'8" + 1'2" 210" + 1'0" 2'10" + 17 3'0" + 1'0" 3'0" + 17 1'0" + 2'8" + 1'0" COP-WL-MA0129-02 02-0109.07 Application Fled) 55.0 NO 1'0" + 2'10" + 1'0" 17" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'D" + 37 + 1'0" 17 + 2'10" + 1'2" 1'2" + 3'0" + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 21" 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" + 21" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0130-02 02-0109.07 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 210" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. O ak-- N',. •..1 ! AR0EK'" 1.1l"sirelY I,Or" e;N'1'NY,nOON( aorfirr4rN ia,rtl,"lwYtlaen- Aprd 29.2002 Our'W'Au,np propretn 01 product Improvart" rryheb sWOkatanf. deign and produel Masonite I n t e r n a t io n a I C o r p o r a t i o n deW Suplett to Chwlpe whhoW n01Ke. X Unit 6" TYP. I" UNIT 8'V UNIT 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. Width of door unit plus 1/2" Height of door unit plus 1/4" SINGLE DOOR Latching Hardware: Compliance requires that GRADE 3 or better (ANSVBHMA A156.2) cylindrical and deadlock hardware be installed. UNITS COVERED BY COP DOCUMENT 3146 or 3166 Compliance requires that 8" GRADE 1 (ANSVBHMA A156.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. fasteners analyzed for this unit include i/8 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF 8 PA NOS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and EICO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. April 29. 2002 -•• o....r, •••.. ow conhnwng orovam of Or00uc1 ,horonnhem makes smdWal ons. oes-gn and P10oucl man su01ecl 10 change we11oto not" XO or OX Unit MID-WL-MA0003-02 SINGLE DOOR WITH 1 SIDEL.ITE CL TYP NTYP. TYP. TV UNIT 8'8" UNIT 5/16' 17.1/8' MAXIMUM ON CENTER TYP. CountMinimumFastener 6 per vertical framing member 7 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. Rough Opening 't Width of door unit plus 1/2" Height of door unit plus 114" Latching Hardware: Compliance requires that GRADE 3 or better (ANSUBHMA A156.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include 18 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NDS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. Apn129 2002 MJSOnite International COepOedtiOn W (Ur"- " JrJUr N. UI M WUcI .r`;r U.CNprNrN;yiH !IM( 1(y14r:l. on ire J'x cl Wad lu01ecl 10 (•aWe .4.0.1 W1 ce. J^ Unit SINGLE DOOR WITH 2 SIDELITES UNIT 8'V UNIT 15/16' 17-1/8' MAXIMUM ON CENTER TYP. CountMinimumFastener 6 per vertical framing member 11 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 (ANSUBHMA A156.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include 18 and N10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NOS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and EICO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others. must be anchored properly to transfer loads to the structure. 0 o. l Apt+29,2002 Masonite International Corporation shy DlwL .n 01 wW;: ":vvve"u+u —kd %gdrn..nAn. 0Q' pn 4"0 Y.Vdua 0e1.M SO'K. 0 -'Ove "MWN rWw MID-WL-iV7A0005-02Unit DOUBLE DOOR WITH 2 SIDELITES 6' CL TYP. TYP 3' TYP. TVP. 1 l 11 I I1 1l 1 I1 tl l jTYI t rt tt t tt tr t tt rt r` 13- UNIT 8'e" UNIT 5/16' 17.1/8' MAXIMUM ON CENTER TYP. I T 1 T f t f T f f f f f t Minimum Fastener Count Rough Opening (RO) 6 per vertical framing member Width of door unit plus 1/2" 16 per horizontal framing member Height of door unit plus 1/4" Hinge and strike plates require two 2-1/2" long screws per location. Latching Hardware: Compliance requires that GRADE 3 or better (ANSUBHMA A156.2) cylindrical and deadlock hardware be installed. UNITS COVERED BY COP DOCUMENT 3147 or 3167 Compliance requires that 8" GRADE 1 (ANSI/BHMA A156.16) surface bolts be installed on latch side o1 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 t8 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF 8 PA 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. AprA 29. 2002 Masonite International Corporation Our w 1mu" po0ram of produn . Wottme0l masts SDted4~s. desyn aM Wodun dequ WWI 10 03ndt wghW n01ue XX Glazed Inswing Unit COP-WL-MA0142-02 FIBERGLASS DOORS APPROVED ARRANGEMENT: Note: Units of other sizes are covered by this report as long as the panels used do not exceed 37 x 6'8". r Double Door Maximum unit sue . 61- x 6'8' Design Pressure 52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-naliorW, 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: as 00 goon00 B 00 100 Series 133, 135 Series 136 Series 822 Series 1/2 GLASS: n uul 0 D °] no 00 00 00 na no 105 Series 106, 160 Series' 129 Series' 12R/L. 23 R/L, 20 PA 107 Series' 108 Series 30e Series Series' This glass kit may also be used M the following door style: Eyebrow $-panel With scroll O akcraff ART EK" r.r-....,. ,..- wo. FIUI R(.lnSS lMI'KY 00UUORiOv rOe April 29,2002 Masonite International Corporation bur comdwmg erograM OI O106W • 3• vtMfM makes smaKit ons. OeW and O•oduet delai sugen. INN, w.MDul Ww t XX Glazed Inswing Unit COP-IVL-MA0142-02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 0 110 404 Series 410 Series 109 Series 114, 120.122 152 Series 149 Series 300 Series Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number. Ramesh Patel, RE.120224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 O akcraff AR k EK'- w.,oa.rn)- -A I IUI NI:L.\\\ IN1'M \'LUI)1)Nl N-eb.wNiM.NU r.nr,fMw, April 29. 2002 Oa COMOU" D107aM Or WOOW NIIDIOvMeM MAeS SDKieea140a. ee510n aMI P106KI Ott.,, 3.1he" 10'howwAhw omce Masonite International Corporation A XO or OX r • I I Glazed Inswing Unit r APPROVED ARRANGEMENT: 0 0 FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Single Door with 1 Sidelite Maximum unit size = 6'0' x 6'6' 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 resistard requirements for a specific budding design and geographic Iocallon is determined by ASCE 7-national, stale or local buildingcodes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have beell 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: ppm ON MM ao asoa as asEl- as l00 Series 03. 05 Series 136 Series 622 Series 1/2 GLASS: 0 D 00 ISM as as an as as as 105 Series 106. 160 Series' t29 Series' 12 R/L. 23 RfL, 24 RIL 107 Series' 106 Series 30e Series Series' This glass 4it 'nay also be used in the following door style: Eyebrow 5-011,01 with scroll Oaklarff AR EK'" I 11+l w1 L , Ln, 011—:. .b...u......r...r."e.+.to.... PREM..v r r April 29,2'JQ2 Masonite Inte+national Corporation Out COn4M.n 70u1Jn1 01 0100uCr —ro,o,emenl m rt5 10N112N On5. OtS Q. 100 M00ucl 0110'1 u0RC1 K !Wyly, werqul M ", XO or OX 11 , Glazed Inswing Unit . r FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 013 404 Series 410 Series 1o9 series t te, t20. 122 152 series 149 Series 300 Series Series APPROVED SIDELITE STYLES: 129 Series 200 Series 12R, 12L, 23FL 23L, 450 Series 152 Series 149 Series 109 series 120.122 series 3W Series 24R, 24L Series CERTIFIED TEST REPORTS: CTLA-805w-2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oakcraft ARkEK" em r 1 11 nL Nr`L .l.<li.v'I Nl I)\11>M rbrri.wNr4wrY.r lrnry Doe•. Apr429.2002 Masonite International Corporation our contmwne woeram of woouo anworemeM rotes seec4Kal-ons, eesgn and oroeuct Jeu,l ssdo to 0,vtoe wanom "'Ke OXOCOP-WL-POA0144-02 Glazed Inswing Unit r APPROVED ARRANGEMENT: 1 1 t O, 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 fleaAmum writWe . 9'0- x 6-8- Design Pressure 52.0/-52.0 Umited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific budding design and geographic location is determined by ASCE 7-national, state or local building codes specity dre edition requited. 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: no 00 00mu 00 00 00 100 Series 133.135 Series 136 Series 822 Series 1/2 GLASS: 00 00 an 00 an 00 105 Series 106, 160 Series- 129 Series' 12 RA.. 23 RIL. 2e RrL 107 Series- 108 Series 30e Series Series' This glass kit may also be used in the 10110wirlg 0001 style: Eyebrow 5-panel will' srJ011 Oakes AR k EK" N ....0 u a. n.I t1ULKI:LA.C\ l:H'rklU0011\ ni—T--dI—$.. tM.r C.— jEMt-y n• n 0.. a 0.... no1d29. 2002 Masonite International Corporation nw Connnumli W Ob1im dl 0,00ut1 K 1110vemeM MAt5 %W0K01,0n5 0-91 Ind Olpo0tl del. 5u0KC110 C0arlbt w0h001 n01Kt. Ox0 /t e4 , Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: a r h as oa 404 Series 410Series tog Series 114,120,122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: 129 Series 200 Series 12R, 12L 23R, 23L 450 Series 152 Series 149 Series 109 Series 120, 122 Series 300 Series 24R, 24L Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, 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 Kurt Balthazor, P.E. — License Number 56533 Oakcraff AR EK" FUL"t:LAt{ V.I.N )OHO N T.o".•FL 4%1 E—t Doe.. April 29. 20D2 o..: ` • ee.. Our I:oMmmrl9 Dro9gm of DrpeVn mwo.ement nines ipftitK~S. 0",on an9 Dloelrct M a so n i te International C orp o r a t i o n OtUO sullen to ChaNt "onout "otat. OXX0 t t t Glazed Inswing Unit [ FIBERGLASS DOORS APPROVED ARRANGEMENT. i•J'Q r r JJ Double Door with 2 Sidelites Maximum unit size . 12.0- x 6'8' Design Pressure 52.0/-52.0 Limited water unless special threshold design is used. Note: Units of other sizes are covered by this report as long as the panels used do not exceed TO" x 6[8". Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location Is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0005-02 or MAD-WL-MA0008-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0005-02. APPROVED DOOR STYLES: 1/4 GLASS: as as as nn ao DAB an 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: n OD D 0 °] Go' nn na nn an an 105 Series 106, 160 Series' 129 Series' 12 RA- 23 Rk 24 R4. 107 Series' 108 Series 304 Series Series' This glass kit may also be used in the following door style: Eyebrow 5-panel with scroll. U Oak raft W,....1. 're AR k EK' ,.. .- ale .1t1 vra11 1;1111xa:L-\\.S EN'VXV D[)UR\ 1r...w.ofi« W. I—, D..n ri1EAVOq%r.11r— April 29. 2002 O- r 0e Masonite International Corporatio n OmCo-l-w-e 91901W 01 P100mD tn0,0MM1mkt1 SM.I"*nl. dallen JM 0100urJ 0t1JJ 100110 10 [iu-et wNMW 1l " OXX0 Glazed Inswing Unit COP-WL-MA0145-02 FIBERGLASS DOORS APPROVED DOOR STYLES: 314 GLASS: FULL GLASS: yy 0o ao 404 Series 410 Series 109 Series 114, 120. 122 152 series 149 Series 300 Series Series APPROVED SIDELITE STYLES: 129 Series 200 Series 12R, 12L. 23R, 23L, 450 Series 152 Series 149 Series 109 Series 120, 122 Series 300 Series 24R, 24L Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number. Ramesh Patel, 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 Kurt Balthazor, P.E. — License Number 56533 Oakcraff ARTEW .,,. •T rru¢KGLAN.N ararKi,unrr", w,.r..w.ee,•„N...b.vro••.. gzE%f v /...// /... April 29.2002 Masonite International Corporation pyr Coffl. iQ p vs. of _.lea .npovlmMl .Wes SDeCKKAgns, oesgn anp wwo l OtYA WbREI 10 CW9e WIfIWN W0 Ct 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 8'0". Double Door Maximum unit sin . 6'0' x 8'0' Design Pressure 40.0/-40.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific budding design and geographic location is determined by ASCE 7-national. state or local building codes specify the edition repaired. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0002-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: ni as e0e Series oa as 822 Series El 108 Series U O akcraft w.. W r.,...a AR EK F'lal Mf.LA11 "N1'AY UUUN1 NurU.v.s rwwp." I—, D.o.. April 29. 2002 u..,' Masonite International Corporation Ow[OnUnu^e'nop im or WOeutl mgovemtM makes 3W11i[iu0ns, eespn ene ef t1 oenA sublet) to chnpe wMloul r"O te. XX Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 0 10 Series 852 Series 300 Serbs 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 Oak Graff AR EK'- ,..I.,...,. /.oT 1'IULKC L.\, .i LNK\ UIII)" Na.TeearrN fiwt"Y G", pee•. D Apia 29. 20020"r C001tl -o Droerrm of 0r00ud "0?0 emtrA "lists SWOKMOM. etspe 400 WOWM d SO n l t f! International Corporation 0030 SUMC110 C"t "00.1 .01Kt XO or OX Glazed Inswing Unit APPROVED ARRANGEMENT: o COP-WL-MA0148.02 810" FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Single Door with 1 Sidelite Ma)omum unit size . 8'0- x8'0' Design Pressure 40.0/-40.0 Umited water unless speclal thresholddesignIs used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requhemenis for a sptdk building design and geographic location is determined by ASCE 7-national state or local building codes specify the edition requited. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0003-02 or MAD-WL-MA0006-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0003-02. APPROVED DOOR STYLES: 114 GLASS: oa as 822 Series 1/2 GLASS: Da 00 404 Series 108 Series U Oak raff AR EK" w rn r h1,A<] 1'.Y,N\' D,)nNS Ap,a 29 2002 Masonite international Corporation om conunwno o,owam o, mooa, .mp.p.tmtm —1, SPN LCNgn1. 0t ,gn a.a x•onvt, OPWa s.oitt, ,o [nano! "nno., no,at XO or OX i I t I Glazed Inswing Unit 1 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 810 Series 300 $ones APPROVED SIDELITE STYLES: 450 Series 852 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: 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). EX 5 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR EK" f1uLm';LnS\ LN'r"\' 1)l)t)NS INnT«werA..tY"t.wroor. I / jJ • Aple 29. 2002 Masonite International Corporation OW CO uY np p.Opnm of010001 a D'0v tnl mitts 5DK-IK~S. OtWn sM D'0OOt1 Ot100 Soren 10 e0inpe «In0u1 n01- OX0 IIa +I • I Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: O O Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Single Door with 2 Sidelites Maximum unit size . 9'0- X8'0' Design Pressure 40.0/-40.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant requirements fora specific bullding design and geographic location Is determined by ASCE 7-nalional. state or local building codes sp" the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have beeft 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: IMM as 00 822 series 1/2 GLASS: El as e0e Series 108 Series Oakcraff AR EW 1;IUci KI:LANS "'IMY 1)I,I,N\ e..T..—i rM.r.." t..1.TDee.. o.. . oe Apre29.2002 Masonite International Corporationoutcomeml, otogram orprocun iprmemem mrtes swPi"Wos. oetpn 400 D1001KI Oud tUNM to cpipae WOW 001-M 1 4 Oxo1' iI 1 Glazed Inswing Unit r 8'0" FIBERGL.ASS DOORS APPROVED DOOR STYLES: FULL GLASS: Via« 810 Series 300 Series APPROVED SIDELITE STYLES: k ^ 450 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-518" 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 AA202 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 raff AR EK' e..I ,w.Ir Lan FIDEROLASS LNrRV VOONS A,. enD 0e Apt$29.2002 Masonite International Corporation om'In muing Ingram of ploevct mplovemem makes sDeca"oons, eesign aM proow eelad suDien tochange "dhuul notice. 1 1 t Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: O A O r. 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 Ma)dffwm unit sire .12'0" x 9'0' Design Pressure 40.0/-40.0 United water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements lot a specific building design and geographic location is determined by ASCE 7-national, state of local building codes speciy the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0005-02 or MAD-WL-MA0008-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0005-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: n g04Series IMM 0o 00 922 Series El 109 Series Oakcraff AR EK" f.r,.,:rele,ron COULMOLASS LN'r"s' 000k.i NavnU—d ea».i4u rw, Dori PREMVk Aprd 29, 2002 Masonite International Corporation ourC""O'ho WoDram 01 oroduo mwovemem makes seeelxtalghs, despo ane WowdtuasugteltoDramw'KMW wKe. OXX0 ' t t t Glazed Inswing Unit r 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 10 Series 3W Series APPROVED SIDELITE STYLES: 450 series 852 Series 810 series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). IState of Florida, Professional Engineer IKurtBalthazor, P.E. — License Number 56533 O_akicaraft ARTEK" 1....., .eT 1:18l RGLASS uwrky o.... ms W..Tue...0le..lY"!•wl Does rIBC/, Vn n r! a Aprd29,2002 Masonile International Corporation 0. [•MmYnp e.oenm el wodw enp WlMMI Tills de5.en led01.0.1 dclai1$011 l 1• CDMee .0m, M1¢e XX , " e t , I Glazed Outswing Unit r APPROVED ARRANGEMENT: FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed TO" x 6Y. Double Door Npdmum unit size . 6'0' x FIT" Design Pressure 55.0/-55.0 Limited water unless specfal0ueshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant roqubemerns for a speak buMng design and geographic location is determined by ASCE 7-national, stateorbeat building codesspedfythe editionrepuired. 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: aan as as no gn U[l gg 100 Series 133.135 Series 136 Series 822 Series 1/2 GLASS: gg gg gg ng ng gg 10S Series 106.160 Series' 129 Series' 12 RA., 23 RIL. 24 RJL 107 Series' 108 Series 304 Series Series' This glass kit may also be used in the following door style: Eyebrow, 5-panel with scroll. U Oak -raft Itr.,r ARkEK-frrlu tlyl I.rurr.i rinl:"1:t •\ L:'r"' I)r rl1N\ Npr.t .nit rprr.0 r.vl Aapr p()C.'Mn. erI{II V/ r.F Apia 29, 2002 M a s o n i t e International Corporation0. r.nl,...g pror+m of prods ..ararlmem m>(e3 30KrM1Ulgal, de,-9-iM woduel ae1M, S0,1 l to 1".....0 W4, XX 1 ' F e t Glazed Outswing Unit r FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: ro as na 404 Series 410 Series 109 Series 114, 120.122 152 Series 149 Series 300 Series Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number. Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTEDIN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak. _raft AR k EK' 1 `IUI MITI.\\\ l:H-1'N\' UVVN1 Nor.T .a"Nr0"aY"EwlDw.r April 29. 2002 oW eononomg program of proow provemeM makes spKit"ior". on on ano wodmi peq'l wDKo to chr qe ".Inool no1Ke F/%rV i .. J.i.s• s Masonite International Corporation r N\ * t a t Glazed Outswing Unit 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door Maximum unit size . 6'0" x8'0" Design Pressure 47.0/-47.0 Unified 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 delermined by ASIDE 7-national. stale orlocal buildingcodes specify the edition requited. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0012-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: 11111 as 00 822 Series a a 00 e0e Series 108 Series C l akeraft ARTEWw 111JLMe LASS LNIMV DOOMS Np.H.."Nrs.rEMr Emir Oeen . April29.2002 0.• .Des.. Masonite International Corporationowcanmvma'mow" a product enwo.emem makes sw1ki —S ongn End aoaucl oela+subject tocbmee wanow no1Ke a, 4 o/Pno1W. 5setC LASS OR 9EE B-B) AVAEADLE C 3 2 1 1 S) NRAYFDVEIE SRES EOn 16' W,oE won. REVISIONS 47TV TIES `/ TDO L-lDC RO" • REV. NO. ZONE: DATE: ECN NO. APPVD: DESCRIPTIONAID1REnHAEAONEYHEU4.EAHG B' 1 A 1 82 11/00 MWW OTY (1) WAS (2) FOR TRACK BOLT 01111 I11 k IkIII 111'1'k 'lkIII III t t IM- 1171mllillmllwc. a ` or 1 A ` OPTKMML OUTSIDE KEYED LOCK PONwN 1 MAX Coat RAM . 161-0' anwe NOTE L 1 uG saEErs GH t HY111FR4. 1 OA MM DOORS W ro 7'-0' HIGH CONSIST OF {> SECwNS (( )) FRONT FRAME wm V.V. 1EERIEA RF3RRED. MG scow. w BE wURpRUN DOOMS OVER Y-O' HIGH COtHSST HX < SECTIONS (NOT S,DYM). tW ON OUI90E SUIfACE (BHR MD! REDtND) W PRO10E A fUHSII IDIRIIRIO SWAM HOREDWAL AAABS w NOT TRANSFER LOAD. n n 2. 11Itl( TSB CLASS On MOLDED NS1oE fro ACRnK: 111E SEL•IION R-e 25 C. MN. STEEL SIN OWED SON 0-40 MN. GALVANZWO. 6AKED-ON PRIAM AND A WiED-ON POLYESTER TOP COAT NwUED TO BOTH SM DP STEM S M. SIP NAP JONI 3' TALL U$At 20 G CALV. STEEL MIL YERD STRENCIN, 50 i- jrrT MQTQM A -A (SIDE 4 TOP. BGTIOM a CENIE,O. li g ( IASCIGI CIi.V. AE1EgI flOWOOD 6Re ME WOOD us ScRm LISTED MN ABLE AS AK *" M VEW Cirl 2' GLV, SIM TRAM 1' UK TRACK UIpOE%: AW LOCK POSlTKW WIN SEES) ® (4) RACK *12BRAG ET OALV. SRFL TRACK BRACKET. TWOPOINTwcwa3 ( 1) SHACK enAtK[rs PER soE. LIRE 70P B ACKET REPORT# 9606C NKI62DIHDLL r x 20 u U-54M a U-flYiS N A 2-i-2-1 IA71ElB1 (, E 1W0 U-BYt9 ON ONEN1S1ON NE)O SEC31101. ETC.) / 14d/e' SHM WAL SCREWS O 3 S4' tli1Y5. SEV1AGETo WVKY4 Ne c_ N1ERIEDIATC NNOE 7 L.'ii IEDL STOP MOIRAM ITY 0009 @WALLER (W SLID USYE7E OW PINE EAA6 10 G MM "M STEEL END SRE 20 CA.(ALV. STEEL INTER, STILE 12 G MV STEM TRACK LIFE RETANER TO wow " 0 /6A3/4' PAN HEAD SCREWVD&V f0 SCREWS PER 11TE) 1 5FAST04M W R7EIN ON 1 COITOS (C-IO PER TRACK BRACKET. p f 411P uRil EMfkFS OR 24' CERIFM ( 2.000 P9 ,fL CONCAEi OR 7/16' L0. ROUND PUSlR 1/4'N' TAPOOl1 SL7ER5 ON 1T-i/2' {INfEi6 (2A00 EAs1ENER (ONE PER ROLLDt) 12 G CALV. STEEL TOP OmTR,=, TRALTE. Fe G fXv. YiFFL CE/I1ER SIiE EVm. Ofm,. REYIR*1i1RFDE PoM SFAES W Y TRADE FASTENEDro14GCALV. ROUDt NM1GE ROLLER BRACKET. EACH WEER. BRACKET ATTAL7AD W/(4)VNISGEMANDLE ONE SAW LATCH ON EACH 510E OFDOOR. WA , T,SL ANCHORSMAY K COtIETEAAAI( , GA . STEEL EWD /IiAS SHIRT AHET/L . HOT f AMED) f0 pROVOEA RUSH 12 G CAW. STEEL TRACK BRACKETS. F WEND 511FS EKEH BU TRACK ATTACHED W EACH BRACKET IEfb B• i YEEAE SOWS MD 14a5/e' SHEETMLTALAHOIAEfI1GSMKACEigR20NTALAAMMwNOTREMONE1/4'xS/B' BOLT a NUT l{) 1 {SS/{_ SElF 7APPNO SCAEM s PER ETD NNE TRMMTR LOAD. ORTWO1/4' DIA RMYS. OUTSIDE KEYED IIAII, IE DoEND2' CA. SHORT STEM, 10 BALL STEEL ADLLB t4 G GALV. EACH FAS INEDSIESTILEMAN IiSEFRFw, PE Hlel 0 SnLISW/( iMd/ 0' NIFA. STU PREPARATION OFLAMBS BY OTHERS, nARDA PE. /4M/S SEL fd NORMCAROURIP:E. 02=2 t f1%{4/ 4' SETT nnsoE KEY@ L=-LOCK 5 TAPPNC AYETTS' @"' `^"'n"` P" 14 ERACK NCAGES IN DESIGNTHE OE31OH OiDESLIPPOMNGSiRHCRARIIF2EMElnsDESIGNLOADS: +24.0 PSF & -24.5 PSF oulsoE IDLE EACHsoE sLAtBE THE RESPONS IRY OF ME PROFESSKMML OF TEST LOADS: +36.0 PSF & -37.0 PSF OE DOOR RMORD FOR THE BNRDNG OR STAWTIR E AND BI ACCODAICE r TALL x 20 G GALY. STEEL U-BARS END N A 2- 1-2-i PATiFRN E RI71 U$V6 `ERE SLIDE BOLT lDGH k71OAL.'ES WON MOMENT BUAO OODLES MR TOE LOADS LSTED ON HxAfeYt OMWATS ARE aLY®M vl[ THIS DMIIBIO. AAH WM A RI® DSWRRI. PART NO.: ON DOTFOM SECRON, U-BAR ON NETT SETTON ETO./fFAGH U-BM ATTACHED TAPPING SCREMS INTO w3rnzLTAAOL ONE LOCK ON AIDACE N^' N°1 SAW OlfiwKiRR TOLERANCES TOLERANCES 312 11" & Uk1AOD CRIciO1MJti O- 45202 IDEA PER STIE IDCATION. EACHsDEOfOCOIt, r 7OPAY eu°aooucts co a „gm° 0 - t. 03 TE Ro 113 J61-{ ADD WrmOasRc Tm No, 1- 513-T62-3519 SEE vH -mj M,,'", p b 00 - 1.015 DESCRIPTION: MODEL 6RST W4 16-0 x 8-0: 24/-24.5 DES04 LOAD Elr_v OPINION 13GAGALV. STEEL SDTMU BRACKET. ATTACHED MUM (2) /143/ 6' SHEET METAL SCREWS, oft-U.. A, OM Hn k*ft Ha+H. y dM H.r H.ws HwMMP M.. k— 000 . t.005 pQ00 . t:001 DRAWN BY: 8MAE DATE: 4/18/OO SCALE: NTS DWG. B ALIA.M„ Map"ZJI009— - t1/r CHECKED BY: MWW DATE: 4/18/00 SHEET 1 OF 1 SIZE a wHYL tire A^ I pmiocbw -ONANSONS ARE Of ## c & DWG. NO.: 102138 REV. NO. i 3 2 RA>Il E C0J l Y1 1. ,jjN4DIV, FBI 191 A 1+ MODEL: 6RST (25 GA. STEEL SKIN) MODEL: 4RST (24 GA. STEEL SKiNI 1) WTERMEWTE STILE ZACHED W T 1 &Q N L REVISIONS IiREV. NOZONE: 1 DATE: I ESN NO.1 APPVD: DESCRD'TION T A4 I TT/o0 1 - I MWW Ott (i) WAS (2) FOR TRACK BOLT V TRIG( 3' TALL U-BAR 20 GA GALV. STEEL L 3' REPORT9606C r I 13 cA GALV. STEEL FLAG BRACKET. f4 u . STEEL TOP 1 EACH FASTENED TO WOOD WM WITH fitH (3) 5/16'xi-5/8' WOOD LAG SCREWS. 25 CA. MIN. GAIN. 9iHE IL/(31STEEL SKIN COATED t} M=CK CONFIGUMOMON LOW DOUBLE T K WITH A BAKED -ON PRIMER.1 11_,MmTlLAP JOIKM p -- AVAILABLE AS AN OPTION ANDABINGED -ON POLYESTER x TOP COAT APPLIED TO BOTH He DOOR SIDESOFSTEELSKIN. t4 u CAM STETS 52 HEIOI{T 1• DIDHUGE. EACH 25 Tab 1 2' GALV. STEEL TRACK. 7 7frI MIN. TRACK THICKNESS: Of** PERDOORSECTION. END SLIDE BOLT tkAPP4i)iqIeU '• 8-0 86 1STILELOCKENGAGESGlWTOVERTICALxTRACK. ONE y` TYP. 2-1/2%12 GA. GALV. STEEL TRACK BRACKET. J' TILL x 20 u GALV. _ j .- I STFFL maK ONE (4) TRACK BRACKETS PER SHOE. SSt442EACHII-BNt ATTACHED OPTIONAL ( KJI'SDE KEYED LOCK POSITION OF DOOR. wax nq t/':s/4' sOs urwNc PIA LHR T BRACKET MAX. DOOR WIDTH 9'0' BCR IS sT1ts Loanon. N T Hgi1ZONTAL TA 5- SHEET METAL SCREWS DOORS DOORSUP TO OVER7 0' HIGH CONSIST OF CONSIST4) SECTIONS SHOWN). FRONT COA7INOFON OUTSIDE SURFACE SiH6YYN)' DOUBLE TRACK 13 GL GAM STEEL BOTTOM LOW HEADROOM OPTION O O YET , JA1NB ATTACHMENT FRAME BUB.QINGS): BRIpQT. ATTACHED WITH Two /t A 1 4"x3 4' SELF 1/2 x3 LAC SCRE)YS ON 24 CENTERS. 1° O.D. MN. /144/8 SHEET METAL SCREws. 1+ T OPTIONAL TO PPINGSCREWS. WASHER REQUIRED. LAG SCREWS MAY BE COUNTERSUNK A,W flDRA.IONSSB CUSS OR WINDOW LITER BUTNOTREOIARFDTOPROVIDEAHIGHMOUNTINGSECifOTB-B 14C-4END HINGES 18 Cr 1NTERumLATf HINGE ) ! 1AHfL wFATNERSTItlP. 1/8" ACRYLK: LATE MEN IB VIEW •C.C. SURFACE. HORIZONTAL JAMBS Do NOT TRANSFER LOAD. SECTION A -A (SIDE VIE1N) 8x3/ 4" PAN HEAD SCREW VERTICAL JAMB ATTACHMEM (C- MOLDED NVSIDE (10 SCREWS PER LITE) END STILE STOP MOULDING BY DOOR INSTALLER (TO SUIT) 3 8 x4 SLEEVE ANCIHORS OWN 24 CENTERS (BOTH LITE RETAINER INTER. ZOGAMIN. GA.V. STEEL END STILE 2x6YELLOWPINEJAMB2.000 C-90 BLOCK OR PS YIN. CONCRETE) OR SNAP LATCH ENGAGES STILE 1/4 z4• TAPO7N SCREWS ON 24' CENTERS (ZOOO PSI MIN. CONCRETE). WASHERS INCLUDED WITH ONE VERTICAL TRACE(. 20CAGALV. STEEL INTER.. STILE SLEEVE ANCHORS, 1" O.D. MIN. WASHERS REOURED ONE SNAP LATCH ON LOCK BAR WITH TAPCONS. ANCHORS MAY BE COUNTERSUNK INTER. STILE EACH SUEOF . ENGAGES N 12 CA, GALV. STEEL TRACK (BUT NOT REOARED) TO PROVIDE A FLUSH OUTSIDE TRACK ON EACH SIDE WITH ONE FASTENED TO WOOD REIN MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT i HANDLE I OF DOOR. WITH ONE5/I6'PER TRACK LAG SCREWTRANSFER LOAD. OUTSIDE KEYED PER TRACKBRACKET. \ HANDLE18 GA.. GALV. STEEL CENTER HINGE FASTENED TO INTER. ILNES W4) H Ar 2" GALV, STEEL TRACK FASTENED TO 14 GA. GALV. STEEL ROLLER TINGES /14x5/8' SHEET METAL SCRE05 12 GA. GALV. STEEL TRACK BRACKETS. FASTENED TO END STILES EACH W (4) TRACK ATTACHED TO EACH BRACKET 14x5/8' SHEET METAL SCREWS WITH ONE 1/4"x5/8" BOLT k NUT `4) i/4'x3/4" SERF TAPPING SCREWS PER END HINGE. OR TWO 1/4" 00. RIVETS. PREPARATION OF JAMBS BY OTHERS, 2' 014. SHORT STEM, 10 BALL STEEL ROLLER. JAMB CONFiGl1RA710N sEcnoN c- c NOTE 2: THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE MARK WESTERFIELD P.E. WITH CURRENTBUILDINGCODESFORTHELOADSLISTEDONpTHUSDRAINING. FLORIDA P.E. (r48495 /// -/ NORTH CAROLINA P.E. 123832 4 3 OPTKNAL DSB GLASS OR ZACRYLIC LITES AVAILABLE SECTION B-8) 20 GA. MIN. END STILES ATTACHE SKIN WITH PATENTED TOG-L-LOC A VOP, BOTTOM k CENTER). Illwlll rH11H1; III i OUTSIDE KEYED I SNAP LATCH LOOK -OPTION Mp° HAxm sTma Owe d aOPo el.a.c "' m TOLERANCES e. w0. w s4mlrri. .0 . t.03 wh.A b nrts. w..4. Rain M •00 t.015 aW r pTc•b .000 . t.003 0000 . tIX/ l HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER ( TO 5111»lI D C LJ DESIGN LOADS: + 25.0 P.S.F. & -32.0 P.S.F. TEST LOADS: + 37.5 P.S.F. h -48.0 P.S.F. OA•lYt CIL MT M AIL PANO.: - IDEAL3t2In StH 4 202 RT A raAHa wHu_ ax iP DESCRIPTION: MODEL6RST W4 9-0 x 8-0: +25/-32 DESIGN LOUD I TN,d Angle Dwrom . t1/2CHECKED BY: MWW DATE: 4/18/00 SHEET 1 OF I n oom>wo a ARE w 4ncs. DWG. NO.: 102137 REV. NO. 1 Aq 8S8Ai0'3" S'/ YA3iiT99 •. .i. "... al4luL 7 DvUlvmw idly. It