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HomeMy WebLinkAbout304 Appaloosa Ct - BR04-000054 - SFRPERMIT ADDRESS IL CONTRACTOR D R Horton ADDRESS 6250 Hazeltine.Nat'1,Dr_#102. Orlando, FL 32822 407)857-9101 PHONE NUMBER PROPERTY OWNER ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE FEE SUBDIVISION PERMIT DATE PERMIT DESCRIPTION PERMIT VALUATION 000*7 al to SOP SQUARE FOOTAGE d ty M En rn CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 304 APPALOOSA CT for which permit 04-00000054 has heretofore been issued on 11/24/03 has been completed according to plans and specifications filed in the office of the Buii i ng Official prior -o the issuance of said buildingpermit, to wit as complies with all the building, plumbing, e ctrica zoning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL DATE BUILDING: Finaled L\ ZONING: Inspected UTILITIES: Water Lines In Meter Set Reclaimed Water ENGINEERING: Drainage Maintenance Bond PUBLIC Street Name Signs Storm Sewer Street Work Subdivision Regulations Apply: Yes APPROVAL DATE FIRE: ICAk Inspected ewer Lines In Sewer Tap Street Paved WORKS: Street a O Lights Dr_1 7_ \ iveway PRRq PAM DESCRIPTION DATE AMOUNT WATER -SEWER IMPACT FEES 01-APPLCTN FEE -ELECTRIC 1/21/04 20.00 01-APPLCTN FEE -ELECTRIC 1/22/04 20.00 01-APPLCTN FEE -BUILDING 11/24/03 10.00 01-APPLCTN FEE -MECHANIC 1/28/04 10.00 01-APPLCTN FEE -PLUMBING 12/22/03 10.00 02-ENGNG DEVLPMT FEES 11/24/03 10.00 01-FIRE IMPACT - RESIDENT 11/24/03 59.27 01-LIBRARY IMPACT FEE 11/24/03 54.00 No APPROVAL PAGE: 4 CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 304 APPALOOSA CT for which permit 04-00000054 has heretofore been issued on 11/24/03 has been completed according to plans and specifications filed in the office of the Buil ing Official pri r t.o the issuance of said building permit, to wit as complies with all the building, plumbing, el ctrical zoning an subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No 01-OPEN SPACE 01-POLICE IMPACT - RESID 01-RADON GAS TAX FEE 01-ROAD IMPACT FEES 01-RECOVERY FD/CERT. PGM. 01-SCHOOL IMPACT FEE WD IMPACT:SINGLE FAMILY SD IMPACT:SINGLE FAMILY 11/24/03 279.61 11/24/03 91.93 11/24/03 11.32 11/24/03 847.00 11/24/03 11.32 11/24/03 1384.00 11/24/03 650.00 11/24/03 1700.00 OWNER BUILDIN ICIAL / DATE CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** DATE: PERMIT #: ADDRESS: CONTRACTOR: PHONE #: 3/19/04 04-54 304 APPALOOSA CT BAKERS CROSSING D R HORTON TOM 407-321-2797 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. ngineering is bwbts-P Fire Vzz/o i- Public Works Utilities CONDITIONS: (TO BE COMPLETED Zoning N/A Licensing N/A Y IF APPROV4L IS CQNDITIONAL) 14, kt L AMIL RESIDENCE****gSNipKT " M DATE: 3/19/04 TERMIT • 04=54 APPALOOSA304:`CT BAKERS CROSSING CONTRACTOR: D R HORTW PHONE #: 'TOMA07 321,2797 The ibuilding ,.-division, has. prepared a Certificate of Occupane,, f6rilhe'. 'a loca:tion:aiid""Is:.,r.equestingi,final'in pectionb' y,.,,ygur At, d": epartment, fter,; of ihsoediofi Wase sign off and date,, the C.' 0., 6k, subih'it adde'nd ifumlA a been idehied-dr approved ,mith conditions ., Your prom'!p't-,'atten' gppreciated. 01( KOWZ4164 ngine iof-,Mre N/A-,-, ElPtiblic. Z- oninWbrksg nUtilities 'DLkensing W/A ,l l4,:;,, f0,;;t CONDITIONS: T6 BE60kPLETED ONLY IF• APPROVAL IS CONDITIONAL) tj 0 ive 1 1 '1 Epl 4- 1 Llrll'- W/o 32*1) 00 CERTIFCATE OF OCCUPANCY Ar-P-6UgCt REQUEST FOR FINAL INSPECTION Ila SINGLE FAMILY RESIDENCE'S*** G- DATE: PERMIT #: ADDRESS: CONTRACTOR: PHONE #: 3/19/04 04-54 304 APPALOOSA CT BAKERS CROSSING D R HORTON TOM 407-321-2797 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering Fire V'u'blic Works Zoning Utilities N/A N/A Licensing N/A CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) i N I I.>J CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTI01% Z I I l i l i i I I I 1 I 1 I I I I 1 I I I I I I I I I I 1 1 I I I I I I III1III I I 1 I 1 I SINGLE FAMILY RESIDENCE ., I _ vim, DATE: 3/19/04 I a J a a', v+ C PERMIT #: 04-54 Q ADDRESS: 304 APPALOOSA CT =y BAKERS CROSSING CONTRACTOR: PHONE #: D R HORTON TOM 407-321-2797 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 Itilities, v CONDITIONS: (TO BE Fire N/A Zoning N/A Licensing N/A ONLY IF APPROVAL IS CONDITIONAL) FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077t NATIONAL FLOOD INSURANCE PROGRAM Expires December 31, 200E ELEVATION CERTIFICATE Important: Read the instructions on pages, SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use: BUILDING OWNER'S NAME Policy NumberD.R. HORTON BUILDING STREETADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX N0. Company NAIC Number304APPALOOSACOURT CITY STATE ZIP CODESANFORDFL32773 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 80, 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): N' or ##.##### NAD 1927 NAD 1983 USGS Quad Map Other. btcTION 8 - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION LB1.FIP COMMUNITY NAME & COMMUNITY NUMBER B2, COUNTY NAME B3. STATENOLECOUNTY120294SEMINOLEFLORIDA NUMBER B5. SUFFIX I B6. FIRM INDEX DATE 1202940045 1 E 4/17/95 B7. FIRM PANEL EFFECTIVE/REVISED DATE 4/17195 69. BASE FLOOD ELEVATION(S) B8. FLOOD ZONE(S) (Zone AO, use depth offlooding) A 24.5 B10. Indicate thesource of the Base Flood Elevation (BFE) data or base flood depth entered in B9. FIS Profile FIRM Community Determined E Other (Describe): NEAL HILER ENGINEERING, INC. B11. Indicate the elevation datum used for the BFE in 139: E NGVD 1929 . NAVD 1988 Other (Describe): — B12. Is the building located in a Coastal Barrier Resources System (CBRS) area orOtherwise Protected Area (OPA)? Yes E No Designation Date_ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Construction Drawings* Building Under Construction* E Finished Construction A new Elevation Certificate will be required when construction ofthe building is complete. C2. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch orphotograph.) C3. Elevations — Zones AlA30, AE, AH, A (with BFE), VE, V1430, 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. Ifthe datum is different from the datum used forthe BFE in Section B, convert the datum to that used for the BFE: Show field measurements and datum conversion calculation. Use the space provided or the Comments area ofSectionDorSectionG, as appropriate, to document the datum conversion. Datum NGVD'29 Conversion/Comments NONE Elevation reference mark used _Does the elevation reference mark used appear on the FIRM? Yes E No g o a) Top of bottom floor (including basement or enclosure) o b) Top of nerd higher floor N/A. _ft.(m) c, c) Bottom of lowest horizontal structural member (V zones only) N/A. ft.(m) N o d) Attached garage (top ofslab) 29. 2ft.(m) E00oe) Lowest elevation of machinery and/orequipment W ro servicing the building (Describe in a Comments area) 28. 9ft,(m) a o 0Lowest adjacent (finished) grade (LAG) 28.4 ft.(m) 3 m o g) Highest adjacent (finished) grade (HAG) 28. 8 ft.(m) W ' o, h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0 o i) Total area of all permanent o nin s (flood vet ' C3 h 0 pens) m . 2-sq. in. (sq. an) 0t6I IUN U - bURVEYOR, 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. IcertifythattheinformationinSectionsA, 8, 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 CERTIFIERSNAME: GALEN K.BELL LICENSE NUMBER:4224 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE 320E. SOUTH , STE.J I d ORLANDO FL 32803 SIGNATURE / (KA J/ nATF Iran rnunkir 3/ 23/04 (407) 426-7979 ruvuw rorm w-ji, .ranuary 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company Use: BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/orBldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number 304 APPALOOSA COURT CITY STATE ZIP CODE Company NAIC Number SANFORD FL 32773 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL; MACHINERY DESCRIBED IN C3-E IS AN A/C UNIT Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended foruse as supporting information for a LOMA or LOMR-F, Section C must be completed. El. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed —see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top ofthe bottom floor (including basement or enclosure) ofthe building is _ ft.(m) _in.(crn) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams H with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is _ ft(m) _in.(crn) above the highest adjacent grade. Complete items C3.h and C3.ion frontofform. E4. The top of the platform of machinery and/or equipment servicing the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? Yes No Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.ionly), and Efor Zone A (without a FEMA4ssued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and Eare coned to the best ofmy knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVES NAME ADDRESS SIGNATURE COMMENTS CITY TELEPHONE ZIP CODE Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the oommunity's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. The information in Section Cwas taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certity elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. A community official completed Section E for a building located in ZoneA (without a FEMA issued or community -issued BFE) orZone AO. G3. The following information (Items G4-G9) is provided forcommunity floodplain management purposes. PERMITNUMBER I G5. DATE PERMIT ISSUED I G6. DATE CERTIFICATE OF COMPLIANCEIOCCUPANCY ISSUED G7. This permit has been issued for. New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _ft.(m) Datum: G9. BFE or (in Zone AO) depth offlooding atthe 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 v PLAT OF SURVEY DESCRIPTION: ('AS FURNISHED) LOT 80, BAKERS CROSSING PHASE 2 AS RECORDED IN PLAT BOOK 62, PAGES 97-99 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA CERTIFIED TO AND FOR THE NOTE: EXCLUSIVE USE OF: THE FINISHED FLOOR ELEVATION OF THIS D.R.H. TITLE COMPANY OF FLORIDA INC. STRUCTURE MEETS OR EXCEEDS THE FIDELITY NATIONAL TITLE INSURANCE COMPANY OF PENNSYLVANIA THE REQUIREMENTS SET FORTH IN THE CH MORTGAGE COMPANY, I ,LTD. CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). TRACT "B" OPEN AREA 17.99' S89'27'49"E 33.11' Z8j I S89'35 18 E 2a6 20' ENVIRONMENTAL CONTROL EASEMENT N m 1„ = 30' LLJ I GRAPHIC SCALE QN 9-0, ---LOT 80 ----- 0 15 30 8 5.8' C 5.5' Zg.A n LLJ Ln 40.0, 0 QzD- O 0_ Q Lo LOT 81 Q ONE STORY CONCRETE BLOCK Q '- co RESIDENCE U FINISH FLOOR ELEVATION=29.73 u Y n O N L0 It U N o caw vim: O V) mLd m O N Q Q ~ Q I O 0 COVERED ENTRY. Q] Z 28. 7 4.6' 13.9' A ` . a 21.6' 1g. A 5.8' 5.9' 3' C W. CONCRETE iDRIVEWAY-------------- 10' UTILITY EASEMENT 28,1 WALK IS 1.5' OFF 4; `:$i..., Y:: ;:, ; ,. .: WALK IS I 31 1.5' OFF IN89'3518W ,Io O51. 89' ono 2 } 6 NI 70. 08' I 292.80' POB 569'35'18"E 362:88' PC CENTERLINE OF RIGHT- OF-WAY APPALOOSA COURT TRACT " A" 50' RIGHT OF WAY - NOTE: 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. 2. PROPERTY CORNERS SHOWN HEREON WERE SET/ FOUND ON 03-22-04, UNLESS OTHERWISE SHOWN. 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120294 0120 E DATED 12-6-00 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE A, AREA WITHIN 100 YEAR FLOOD PLAIN. THE SURVEYOR MAKES NO GUARANTEES AS TO THE ABOVE INFORMATION. PLEASE CONTACT THE LOCAL F. E.M.A. AGENT FOR VERIFICATION. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS FURNISHED. BEARINGS SHOWN HEREON ARE BASED ON THE EASTERLY LINE OF LOT 80 AS BEING SOO-00'00"E PER PLAT. FIELD DATE:) 12-8-03 REVISED: SCALE: 1" = 30 FEET APPROVED BY: SJ JOB NO. ASM42596 FOUNDATION FINAL 3-22-04 CKB DRAWN BY: PLOT PLAN 09/11/03 SOO LEGEND BUILDING SETBACK LINE CENTERLINE 0° FND NAIL AND DISC RIGHT OF WAY LINE LB #4671 (03/22/04) 13124 EXISTING ELEVATION f- SET 1/2" IRON ROD AND CAP CONCRETE 0 LB #6393 (03/22/04) CNA CORNER NOT ACCESSIBLE LB LAND SURVEYING BUSINESS A DENOTES DELTA ANGLE LS LAND SURVEYOR L DENOTES ARC LENGTH PRM PERMANENT REFERENCE MONUMENT C.B. DENOTES CHORD BEARING PCPPERMANENTCONTROLPOINTPCDENOTESPOINTOFCURVATUREP) PER PLAT PI DENOTES POINT OF INTERSECTION M) MEASURED PRC DENOTES POINT OF REVERSE CURVATURE FNDFOUNDPTDENOTESPOINTOFTANGENCYC/ W CONCRETE WALK TYP TYPICAL S/W SIDEWALK- - A/C AIR CONDITIONER CPCONCRETEPADCBWCONCRETEBLOCKWALL CSCCONCRETESLABCHORD LENGTH - RP RADIUS POINT PK PARKER KALON OHU OVERHEAD UTILITY LINE R RADIUS ID IDENTIFICATION POC POINT OF CURVE POL POINT ON LINE AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LB#6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO. FLORIDA 32801 ( 407) 426-7979 PCC POINT OF COMPOUND CURVE I HEREBY CERTIFY, THAT THIS BOUNDARY SURVEY, SUBJECT TO THE SURVEYOR'S NOTI CONTAINED HEREON MEETS THE APPLICABLE MINIMUM TECHNICAL STANDARDS" SET FORI BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61G17- 6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027. FLORIDA 4 o FOR FTHE IRMGALEN qKBL PSM #42 4 DATE 5-06-203 7:09AM CITY OF SANFOkD PZRNII-r APPLICATION Datc — Permit Job Address: Description of Work: H . is . 0 . rjC . Di . s 1. t . rI' c , t ' 7,nning: value of Work: S Plumbing-- Fire SphnkJcr/AlaTemPC1T' Ii1Y rm Pool PrUnil TYF; 5ui)djn;, Elomical Mechanical'11— Pole P111111CO N;* S—Prvi4f; — 0 of Ch4ngc Of Smicc __(Duct LlitY I out & Enemy Calc Re-qu;r d) Mechanical: I Residential --. Non-Rcsid;;ntia) Re I placimentNeu j; of&,ts Lines pItInnb( ri;1 New Commercial: is or Fixtures of Water & Sewer Lim— plumblag Repair- Kt$ldej)[laj or CorTvnerci3l OfWaterCIDSC(s Total Square FO(A29C Qc. cupan , Type: R 8,; en tj Corivneicitil Induschal FEMA ( OrTn req%jirod [c,r oihcr in4n m of Stories: is Of Dwelling Units: F tood ZOQC: Construction Type A" Ich Proo(,ul' ownershipr\Q Li.g&I ID t,,cript iun) I I Parcel N: Qwncrb Name & ^ddres,: Phone. C- - C ontractiar Namc & Addres-s: 3 '2-:'? Ljsatc Null'hcr —t:JL YJC ho n,: Co n a c P c ro n: Fax: ()] Dlonci; ng (:ornpsny dcIrc, v 14ortgaUt Lender: Addrtss,: l Phone ArchilvcUEngintM r" ry (hat now(7rkorinSUilit)Or)hgs Omne()C'dPrlo!lo": itiudotheworkandinstallationsasind'Cal"d- 1 ce U Applicationisherebymadetoobtainap— laws rcgulatIng om;Lruciion in this jun jic vndm nl th"t issuance or a permit and that all work, will be pcirforTnod to rnjW $ll Or all 13 K-S permitmustt>c secured for ELECTRICAL WORK PLUMBIN 0, SIGNS, WELLS, POOLS, FURNACES, OOILIRS H-ATE)4,S, TkN 20d AIR CONDITIONERS, clO. --t ich all kpph'Jblt L—i itofticforegoinginformation4accurateanddulallw will be done in curnpls%nc Ov/ NE 'S AFFIDAVIT: I ceftitY that A COMMENCE."FN f MAY RESULI N YOL i con3crucrionandzoning. WARNNO TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF PROPERTYIFYOUINTENDTOQ5TArNFINANCING, CONSULT WITH YOUR LE-NL'EZ OK TWICE FORIMPROVEMENTSTOYOURCOMMENCEMENT. ATTORNEY BEFORERl:CDkDrNO YOUR NOTICE OF CO or thin permit, (hart nuy he additional restrictions applicable to this ploKrTY Uwt R-13Y be fowio in Inc puoii. NOTIC : Inadditiontosherequir"Me"'L3 ,Mi,, Mro qVirod ftnothergOVe;MMMLAICnnnC;i 6 uch as w Lcytutc agencies, of lcoc— Iie-`( ics this county, and there maybe additional p Acccip"mc of perinit is vchricution (hut I will notify the owner Of the Property ur the reqjamc orl ' lori A Dcn L,3-1 F 13 2 Signaturc ufOwncc/ASCr- I Uutc OAV Sioiturt of Conrmctor, C n- . - * - TI -tic. n . n( Cunrr;ICtOr) AgLn(Na c Print O-ricr/Agcn(' s Nona r) _3 Signotuic of NO Si itc n! i 1 '11j4 0 3 U c of N S f Flotilla TiSnvurc Z Known it? Me vi P'rduc o 11) erudkic,!il H) Af1j' Lj(' A AIIIII( OVED Hy 111di,;: /-U ... ill; i)jtcj pci.:i;il C' 111(1111(111s: Marie A. Zettlemoyer Commission OD22130 8 z Expires: Jul15 2007 41311.- Bonded Thrui err 0 1, " Atlantic Bonding Co., Inc 10-03-203 9:52AM FROM P.1 7 „ , s _ I CITY OF SANFORD PERMIT APPLICATION Permit #: Job Description of Work: Historic District; Zoning: 'Value of Work: S DOS OCR Aew V'o ycqq Pcrmit'fype: Building Electrical A,-- Mechanical Plumbing FireSpruWer/A)arm Pool Electrical: New Service — # of AMPS Addidon/Alteradon Change of Service "temporary Pole_ Mechanical; Residential Non-Residcndal Replacement New (Duct Layout & Energy Cale. Required) Plumbing/ New Commercial: # of Fixtures # ofWater & Sewer Linty # ofGras Lines Plumbing/New Residential: # of Water Closets I IPlumbing Repair — Residential or Commercial Occupancy Type; Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: !! ofDwelling Units: Flood Zone: (YEMA form required for onccr than X) Parcel d: Owners Name & Address: Attach Proof of Ownership & Legal Desc pe7 ffo f- G eI 1 —Phone: V;ir;7- Contractor Name &Address: _ ///o YtOn r ii 11 e G % State LicenseNumben E [rPca Phone & fnz: _ - O -f! act Person; fk/, 70Nn V Phone: 4 9.y Bonding Company: _ Address: YlortgaPe Lender: Address: ArchitecUEngineer (hone: Address: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to theissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction, t understand that s sepantcpermitmustbesecuredforELECTRICALWOKK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, andAIRCONDITIONERS, etc. WN 'S AFFIDAVIT: I certify thar all of the foregoing information is accurate and that all work will be dune in compliance with all applicxhlr. I>tw.s rcrulaonsconstructionandtoning. WARNINO'I'U OWNER: YOUR FAILURE TO RECORD A NOTICE OP COMMENCEMENT MAY RESULT IN YO R PAVINtiTWICEFORIMPROVEMENTSTOYOURPROPERTY, IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDP.R OK ANATTORNEYBEFORF, RECORD(NO YOUK NOTICE OF COMMENCEMENT, tjT_ICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records ofthiscounty, and there may be additional permits required from other govemmeaW entities such as water maaagemcnt districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property Of the requirements of Florida Lien Law, FS 713, Sirn;rturc of Contractor/Ap,, pale Print Con clor/Agent's Namc S,Snoturc OV ry-Stalc Of f IOr,4 O•tfit eons Contractor/Agent is-A''vrtionally Known to Me or VAaO c ", Wn Produced ID T A EYp/ ahMi 11> APPLICATION APPROVED BY: Bldg: ` Zoning: Utilities: FD: ^ i Initial & Date) (Initial & Date) (initial & Dutc) (initial & Date) Signature of Owncr/ARernr Print OwnedAgcnt's Name Date Signature of Nolary-State ul'Horida Date Owncr/Agent is -j*sonally Known to Me or Produced I D .,_ SPcc'al Conditions: CQUNTY OF SEMINOL[ YC\, IMPACT FEE STATEMENT I8SU[D BY CITY OF SANFORD STATEMENT NUMBER 103-75724 DATE: r}_^i\ BUILDING PERMIT NUM ^ (CITY) COUNTY NUMBER: UNIT ADDRESS ----- /- - ---- --- TRArric ZONEEZOME: SEC: TWP: RN8: PARCEL: SUBDIVISION: c,-, PLAT BOOK: PLAT BOOK PAGE: BLOCK: : OT OWNER NAME: ADDRESS:: /w L_L__`_` APPLICANT NAME: ADDRESS: LAND USE CATEGORY: 001 - Single Family Detached House TYPE USE: Residential WORK DESCRIPTION: Single Family House: Detached - Construction FEE BENEFIT RATE FEE UNIT RATE PER # & TYPE TOTAL DiyE TYPE DIST SCHEDULE DESC. UNIT OF UNITS RDADS ARTERIALS CO -WIDE O dwl unit $ 705.00 1 $ 705.00 ROADS COLLECTORS NORTH O dwl unit $ 142.00 1 $ 142.00 LIBRARY CO -WIDE O dwl unit $ 54.00 1 $ 54.00 SCHOOLS) CO -WIDE O dwl unit $1,384.00 1 $ 1,384.O0 AMOUN DUE $ 2,285.00 STAT[MENT / RECEIVED BY: __ PLEASE PRINT NAME) DATE: NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NQTIFY 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 DOE AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATIONS OF THE ROAD, LIBRARY SYSTEM AND/OR EDUCATIONAL (SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR ~` OCCUPANCY. TKE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF T>\E 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 SKOULD BE MADE T8: CITY OF SANFORD BOILDING DEPARTMENT 3OO NORTH PARK AVEN(}E 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******************** FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires December 31, 200E 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 304 APPALOOSA COURT CITY STATE ZIP CODE SANFORD FL PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 80, BAKERS CROSSING, PHASE 2 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDEILONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type): N' 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 I FLORIDTESEMINOLECOUNTY120289SEMINOLE B4. MAPAND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX 86. FIRM INDEX DATE EFFECTIVE/REVISED DATE B8. FLOOD ZONE(S) Zone AO, use depth of flooding) 1202890045 E 4117/95 4/17/95 A 24.6 B10, Indicate the source ofthe Base Flood Elevation (BFE) data orbase flood depth entered in B9. AS Profile FIRM Community Determined ® Other (Describe): NEAL HILER ENGINEERING, INC. B11. Indicate the elevation datum used for the BFE in 89: ® NGVD 1929 NAVD 1988 Other (Describe): _ 812, 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 - seepages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones Al-A30, AE, AH, A (with BFE), VE, V1430, 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 dffferent from the datum used for the BFE in Section B, convert the datum tothat used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum Conversion/Comments Elevation reference mark used _Does the elevation reference mark used appear on the FIRM? Yes ®No o a) Top of bottom floor (including basement or enclosure) 29. 1 ft.(m) co o b) Top of next higher floor N/A. ft,(m) o c) Bottom of lowest horizontal structural member (V zones only) WA . ft.(m) a o o d) Attached garage (top of slab) N/A. ft.(m) o e) Lowest elevation of machinery and/or equipment y servicing the building (Describe in a Comments area) N/A , ft.(m) a ro o 0 Lowest adjacent (finished) grade (LAG) N/A. ft.(m) Z o g) Highest adjacent (finished) grade (HAG) WA. ft.(m) o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0 o i) Total area ofall permanent openings (flood vents) in C3.h 0 sq. in. (sq, cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U. S. Code, Section 1001. CERTIFIER'S NAME: DAVID M. DEFILIPPO LICENSE NUMBER: 5038 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE 320 E. SOUTH STREET, S .180 ORLANDO FL 32803 DATE TELEPHONE 11/17103 (407) 426-7979 FEMA Form 81-31, January 2003 1 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces. coav the corresDondina information from Section A. I For Insurance Company Use: I Unk Suite, andfor Bldg. No.) OR P.O. ROUTE AND BOX NO. 304 APPALOOSA COURT CITY STATE ZIP CODE Company NAIL Number SANFORD FL SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agenVoompany, and (3) building owner. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL; MACHINERY DESCRIBED IN C3-E IS AN A/C UNIT Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended foruse as supporting information for a LOMA or LOMR-F, Section C must be completed. El. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(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.(c m) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top of the platform of machinery and/or equipment servicing the building is _ ft.(m) in.(an) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E5. ForZone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? Yes No Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owneror owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and Efor Zone A (without a FEMA-issued orcommunity - issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are coned to the best ofmy knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME • ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community'sfloodplain 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 architect who is authorized by state or local law to certify elevation information. (Indicate the source and date ofthe elevation data in the Comments area below.) G2. A community official completed Section E for a building located in Zone A (without a FEMA4ssued or community4ssued BFE) or Zone AO. G3. The following information (Items G4-G9) is provided forcommunity floodplain management purposes. G5. DATE PERMIT ISSUED G6. DATE ISSUED G7. This permit has been issued for. New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _. _ft.(m) Datum: _ G9. BFE or (in Zone AO) depth of flooding at the building site is: _. _ ft.(m) Datum: _ LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions CITY OF SANFORD PERMIT APPLICATION Permit # : -y A r / Date' Job Address: Description of Work: Historic District: Zoning: Value of Work: S i 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 Caic. 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 T / Commercial Industrial] Total Square Footage: Construction Type: # of Stories: # of Dwelling Units:, Flood Zone: TEMA form required for other than X) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Address; Phone: Bonding Company: T Address: Mortgage Lender: t S _ { : JLF L J t taUJ Address: ry ern ( _ _.; :?rArchitect/Engineer: . Phol Address:al Application is hereby made to obtain a permit to do `tework and installations as indicated. I certify that Yio r or installation has commenced prior to theissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofallllawsregulatingconstructioninthisjurisdiction. I understand that a separatepermitmustbesecuredforELECTRICALWORK, PLUMBING, SIGNS, WEIiLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, andAIRCONDITIONERS, etc. i 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 this county, and there may be additional permits required from other 1 Acceptance of Print of restrictions applicable to this property that may be found in the public records ofalentitiessuchaswatermanagementdistricts, state agencies, or federal agencies. I will notify the owner of the property of the Date PATRICIA CUUL'1"UN NOTARY PUBLIC:STATEsOF FLORIDA Owner/Agent is COMMISSION NO. DD134330 Produced ID 1 6}ilV &M ' Q1LY 26 Contract7/A. l grMeo ProcT 7 n 0 DD734330 APPLICATION APPROVED BY: Bldg Lonin v EXp ULY2g Utilities: Initial & Date) (Initial & Date) (Initial & Date) (Initial & Date) Special Conditions: EM Limited Power Of Attorney hearby name and appoint: Craig Coulton and r CL +on each agent's of D.R. Horton Inc. me and piyTobemylawfulattorneyinfacttoactfor The Building Dept. of: E rt For a residential permit for work to be performed at: Lot # : EO Subdivjision foss I h4 Address: 0 C , And to sign my name and do all things that are necessary to this appointment. Richard B. Ladd OB0055300 Contractor State Registration Number gnature of Cont actor This foregoing instrument wa acknowledged before me this: Date: By: Richard B. Ladd ( Contractor ) Who is personally k own t6 me, State o Florida OpF1Ij, O1AR Coun 1 t'NOT4R ATRICIA COULTON . I PUBLIC STATE OF FLORIDAMISSIONNO. DD134330MISSIONEXPULY26,1006 Notary Seal D. R. HORTON HOMES SFR PERMIT PACKAGE CITY OF SANFORD CHECK LIST LOT # eL ` -Z-SUBDIVISION: BAKERS CROSSING ADDRESS 30+ R-ppAloom, St, BUILDING APPLICATION POWER OF ATTORNEY 2 SETS OF SEALED PLANS 2 PLOT PLANS 3 SETS OF ENERGY CALCS MANUAL J/DUCT LAYOUT ATTACHED TO THE PLANS 2 SETS OF SEALED TRUSS PROFILES AND LAYOUTS ATTACHED TO THE PLANS UTILITY FORM NOTICE OF COMMENCEMENT APPEx CONTRACT J PLOT PLAN DESCRIPTION: (AS FURNISHED) LOT 80, BAKERS CROSSING PHASE 2 AS .RECORDED IN PLAT BOOK 62, PAGES 97-99 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA LOT 80 CONTAINS 5672 SOUARE FEET f THIS STRUCTURE CONTAINS 2160 SQUARE FEET t TOTAL CONCRETE 523 SO. FT. t TOTAL SOD 2969 SO. FT. t TRACT "B" OPEN AREA 17.99' 33.11' S89'27'49"E S89'35'18"E 20' ENVIRONMENTA CONTROL EASEMEN 0) N Lj I O IFQNL( Wn 5.8' W F- O O cn 28.6 OO C Y W n O m O N It wm m Q O p I 5.8 PREPARED FOR: DR HORTON BUILDING SETBACKS FRONT: 25' REAR: 20' SIDE: 5' SIDE STREET: 15' LOT 80 DRAINAGE TYPE 8 40.00, I I PROPOSED i MODEL 1732 FINISHED FLOOR e ELEVATION= 29.1 55.00' I I COVERED ENTRANCE 5 00' 21.33' POB 589'35'I8"E I 311Ialo NlyjOIN01NII 292_80' 362.88' aGHTROFEWAY APPALOOSA COURT TRACT "A" 50' RIGHT OF WAY I1. ELEVATIONS SHOWN ARE PER LOT GRADING PLANS PROVIDED BY THE CLIENT. THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF TI1E PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION LIST FOR CONSTRUCTION. ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES ONLY. THIS IS NOT A SURVEY THIS IS A PLOT PLAN ONLY I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120180 0120 E DATED 12-6-00 AND FOUND_ THE SUBJECT PROPERTY APPEARS TO LIE INS ZONE A, AREA WITHIN 100 YEAR FLOOD PLAIN. BEARINGS SHOWN HEREON ARE BASED ON THE EASTERLY LINE OF LOT 80 AS BEING S00'00'00"E PER PLAT. FIELD DATE:) REVISED: SCALE: 1" = 30 FEET APPROVED BY: SJ JOB NO. ASM42596 DRAWN BY: 1" = 30' GRAPHIC SCALE 0 15 30 PC . PLANS EVIE V9 ITT OF I SANFO'1111 LEGEND BUILDING SETBACK LINE MLW MINIMUM LOT WIDTH CENTERLINE POB POINT ON BOUNDARY POL POINT ON LINERIGHTOFWAYLINEPCCPOINTOFCOMPOUND CURVATURExPROPOSEDELEVATIONPOCPOINTONCURVE OR OFFICIAL RECORD PROPOSED DRAINAGE FLOW PD PLANNED DEVELOPMENT O CONCRETE 0 DENOTES DELTA ANGLE L DENOTES ARC LENGTH LB LAND SURVEYING BUSINESS C.B. DENOTES CHORD BEARING LS LAND SURVEYOR PC DENOTES POINT OF CURVATURE PRM PERMANENT REFERENCE MONUMENT PI DENOTES POINT OF INTERSECTION PCP PERMANENT CONTROL POINT PRC DENOTES POINT OF REVERSE CURVATURE_ P) PER PLAT PT DENOTES POINT OF TANGENCY M) MEASURED TYP TYPICAL CALC) CALCULATED A/C AIR CONDITIONER FND FOUND COW CONCRETE BLOCK WALL C/W CONCRETE WALK RP RADIUS POINT S/W SIDEWALK R RADIUS CP CONCRETE PAD CS CONCRETE SLAB PO PLAT BOOK C CHORD LENGTH PGS PAGES R/W RIGHT-OF-WAY SO. FT. SQUARE FEET I AMERICAN SURVEYING & MAPF CERTIFICATION OF AUTHORIZATION NUMBER L 320 EAST SOUTH STREET, SUITE 180 ORLANDO, FLORIDA PLAN 09/11/03 SDO 32801 (407) 426-7979 1. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 3. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. I I _ FOR THE KV FIRM A R. Mt SCATELLO JR. PSM#4 28 DATE C:3 CITY OF SA.NFORD BUIIDING DIVISIONSUBMITTALREQUIRMENTSFORRESIDENTIALBUILDING PERMIT 1, Two (2) recent boundary and building location surveys showing setbacksfromallstructurestopropertylinesforpermitforstructures (not fences) 0 2. Two (2) complete sets of construction design drawings drawn to scale, Complete sets to include: a. Foundation plan indicating Tooter sizes for all bearing walls. Provide side v{ow details of these footers with reinforcement bar replacement. b. Floor plan Indicating interior wall partitions and room Identification, room dimensions, door, wlndow, and/or opening sizes, smoko detector, location(s), landings, decks and stairs. Bathroom fixtures and distances from walls are to be shown. Note the Stato 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 toIndicatespan, size and species of materials to be used. f. Engineered truss plan with details of bracing. Engineered beams for 3patcing openings to carry and support trusses. g. Stair details with tread and riser dimenslons, stringer size, .methods of attachment, placement of handrails and guardrails. h. Square footage table showing footagess Garnges/Carports S.F. Porch(s)/Entry(s) S.F. ; P atio(s) S.F. Conditioned structure S.F. Total (Gross Area) 3. Three (3) sets of completed Florida Energy Code Forms (Farm 600-A-97) 0 4. Soil analysis and/or soil compaction report. If soilsappear 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: o a. Utility letter or approval when public water supply and/or sewer system connection to be made. b. Septic tank permit to be obtained from Seminole County Health Department at% 400 W. Airport Blvd,Sanford, Fl (407) 665-36.00. c. Arbor permit when trees to be removed from property. Contact the City Engineer for dotails regarding the arbor ordinance and permit. 0 6. Application to be completed thoroughly and signatures provided by a licensed and Insured contractor. OWNER/BUILDER MUST APPEAR IN PERSONS TO SIGN APPLICATION AS PER FLORIDA STATE STATUTE 489. Subcontractor license numbers must be included on the application. If electrical, mechanical or plumbing permits have not been issued, inspections will not be scheduled or made And subcontractors will be subject to penalty under the City Ordinances. REQUIRED INSPECTIONS DURING AND UPON COMPLETION OF CONSTRUCTION I. Footer 21 Underground, electrical, mechanical and plumbing 3. Foundation elevation survey 4. Slab 5. Lintol- tie beams - columns- cells 6. Rough electrical 7. Rough mechanical 8. Rough plumbing 9. Tub Set 10. Framing 11. Tenant Separation / flrowall 12. Insulation, walls and/or ceilings 13. Electrical final, mechanical final and plumbing final 14. Building final . 15. Other DATE SIGNATU By Own or Authorize A ent) F' a TT C UN71RO L_ Sentricon* Colony Elimination System Pretreatment Plan Agreement Date of Install : Contract Number PUCHASERS NAME AND ADDRESS Name Address, City/State/Zip aIA,OT, Phone & Email INSTALLATION ADDRESS: SPECIAL OR ADDITIONAL COMMENTS NOTIFICATION STICKER LOCATED: o, , Quarterly Payment Amount ,. mo;a l First payment due on the Install Anniver; sary Date) Any payment deemed.30 days past due will result in the cancellation of this Warranty and justify removal of the Sentricon System. U ;. i_u Ua La Name Address City/State/Zip Phone & Email DAMAGE REPAIR WARRANTY From the date of installation of the Sentricon* Colony Elimination System, Apex will, warrant the structure(s) against subterranean termite damage. If subterranean termite damage occurs to the describedpropertyduringthewarrantyperiod, Apex will, upon notification and Inspection, arrange for the necessary repairs and paythecostoflaborandmaterialsnottoexceed $1,000,000, Apex may chemically treat the affected area of the property at noadditionalcosttotheCustomer, THE UNDERSIGNED CONSENTS TO AND AUTHORI: AGREES THAT THE TERMS AND CONDITIONS STA GOV"UN ME RELATIONSHIP OF THE PARTIES, Apex Representative Slgnature Date Apex Pest Control Inc., (Apex) will, In substantial compliar all applicable recommendations contained in literature pro1. Install Sentricon* stations (the Stations) In the soil2. monitor those Stations for twelve months from the31duringthoseyears, add Recruit* termite bait and : 4, during those years, Inform the Customer of: a. any new or Increased termite activity noteb. any addition or, removal of Recruit* of ReC. any observed effect of the Sentricon* ColcTheCompanywillextendthisServiceCommitmentPretreatmentPlanmaymaintainedfortheLIFETIMEagreementforiffl.er quarter (3mo period) paythefifthyear, and each year thereafter, Apex reserves thiperyear, The Customer warrants full cooperation with Apex durlbaitedfreefromanyfactorscontributingtoinfestationsu under pier type structure, or as noted in "Special or Addi: eliminate faulty plumbing; leaks; dampness from drains; cthearea(s) baited. At no time will damage caused to andInsectinfestation, be the responsibility of Apex In areas wlofApextoalerttheCustomertoanyoftheaboveconditio: THE WORK CONTEMPLATED HEREIN, AND FURTHERONElSIDEOFTHEAGREEMENTSHALL Customer or Agent Signature Date e with all federal, state, and local laws, rules, and regulations, andIdedbyDowElancot round the outside perimeter of the structure(s), late hereof; move It from the Stations as appropriate; and at the Stations rust* termite bait; and y Elimination System (Sentricon) on termite activity. llowing the original twelve month obligation. The SentriconftheIdentifiedpropertysubjecttothetermsandconditionsofthisbleonorbeforetheendofthepreviousmonitoringperiod, Afterrighttorevisethequarterlypaymentamount, not to exceed 10% g the term of this Agreement, and agrees to maintain the areas) h as wood, trash, lumber, direct wood -soil contact, standing water, )nal Comments". The Customer also agrees to notify Apex of andndensationorleaksfromtherooforotherwiseinto, onto, or underportion(s) .of the Structure(s), even by an active wood destroying. re any of the conditions described In this Paragraph exist. FailuredoesnotaltertheCustomersresponsibilityunderthisparagraph, DISCLAIMER: COMPANY DISCLAIMS ALL OTHER WARRANTIES, INCLUDING STATUTORY WARRANTIES, AND SPECIFICALCIMWSiANY I EXPRESS OR IMPLIED; MERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE, OR W IMPLIED WRAiNTES. OI? FURTHER, COMPANY HAS MADE NO AFFIRMATION OF FACT OR PRO RTYELATWN TOTHELPROSERVICE, SERVICE PROVIDEDHETHATHASCREATEDORAMOUNTEDTOANTOPRODUCT OR Customer expresslywaivesandreleasesanyclaimsinanylawsuit, arbitration or other legal proceedinga ni WARRANTY, negligence, torts, personal Injury, death, violation of any statute, rule, or regulation, loss of use, diminution of value compensatory, incidental, consequential, exemplary, ive, g nst Apex for event shall Apex be liable for any amount greater that amouint paid the Customer to Apex for hle, or sP6cfalese v any kind, forme . service tobeperformed. t SENSITIVITY/PHYSICAL FACTORS: Customer understands an guests, and/or other temporary or permanent occupants to consult may have and (2)lt Is their responsibility to notify Apex In writing sensitivity concerning odors, dust, pollen, respiratory illness, or othe techniques utilized by Apex, agrees that (I)It Is the responsibility of all family members, visitors, physician If necessary regarding any affects the Property treatment of less than two (2) days prior to treatment regarding any,atlergy or, condition that may be activated or exacerbated by the products and or 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. L DOWELANCO OWNERSHIP OF SENTRICON* SYSTEM COMPONENTS; The Customer understands that; All components of the Sentrlcon *System (Components) are and will remain to property of DowElanco. The Customer has no rights to any of the Components, and the Purchaser may not alter, remove, or, modify the components In any way, other than the right to their use ns Installed by Apex on the Customer's premises under this agreement. 2, On expiration or termination of this Agreement, Apex and DowElanco.or.its representative are authorized by the Customer to retrieve from the Customer's premises the Stations and other Components contained therein for appropriate disposition, 3. If Apex, for whatever reason, ceases to represent or to be authorized to represent, the Sentricon* System a. Apex will; (1)so notify the Customer; (2)offer Customer the alternatives of either using a different form of termite protection or discontinuing the relationship(note: Conventional "liquid bawler" method of termite control may not offer an effectivemeansofcontrollingcertaintermiteInfestationsofcrtalnstructures. In such event Apex may not be able to offer a different form of termite protection, and therefore may haveto discontinue the relationship.); (3)lf the Customer and Apex (Parties) agree on use of a different form of termite protection, give the Customer credit for service paid for but not yet received; (4)if the Customer elects to discontinue the relationship, or if Apex cannot offer an effective different.form of termite protection, refund to the Customer an amount equal to the fee paid for services not yet received, and; (5)retrieve, or advise DowElanco'or Its representatives where to retrleve, 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 theComponents; 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) Identlfled herein as of the date of the Initial installation, Prior to; (1)the Structure(s) being structurally modified, altered, or otherwise changed or; (2) to any tertniticide being applied on or close to thelocationofanyStation, or; (3) soli 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 oftheCustomer'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. PAYMENTIDEFAULT. 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 o make payment when due, or any other default by Customer (1) Apex may withoutnotice, terminate this Agreement and pursue all other available remedies, which shall be cumul'ative, and (2) Interest shall accrue at the highest rate allowed by law during the period of any delinquency, and (3) Customer agrees to pay all costs and attorneys fees Incurred by Apex, whether or not suit Is brought. VENUE/ SEVERABILITY. Venue for any and all legal proceedings shall be !n Brevard County, Florida. If any part of this Agreement is held to be Invalid or unenforceable for any reason, the remaining terms and conditions of this Agreement shall remain in full force and. effect. CHANGE IN LAW. In the event of a change In applicable law as It pertains to the services promised herein, Apex reserved the right to revisetheannualextensionchargeorterminatethisAgreement. DISCLAIMER/ CONDUCIVE CONDITIONS Apex's liability under this Agreement will be terminated if Apex Is prevented from fulfilling ItsresponsibilitiesunderthetermsofthisAgreementbyany) reason of delays In transportation, shortages of fueUor materials, stt'lkes, embargoes, fires, floods, hurricanes, storms, quarantine restrictions, or any other act of God or circumstances beyond the control of Apex. Apexdisclaimsanyliabilityforspecial, Incidental, or consequential damages. This Agreement does not cover and Apex will not be responsiblefor; (1)termite damage resulting from water leakage; (2)termlte damage resulting from masonry failure or grade alterations; 3)termite damage resulting from direct wood to soil contact; (4)furniture and contents; (5)areas of existing damage unless areas have been repairedbyCustomer's evidence of receipts. ARBITRATION. Not withstanding any provision contained herein regarding litigation, in the event of any dispute arising hereunder, CustomeragreestosubmitthedisputetotheleastexpensiveprocedureofarbitrationInaccordancewiththerulesandproceduresfotcommercialarbitrationoftheAmericanArbitrationAssociationoranysuccessororganization, and in accordance with and subject to all the provisionsoftheUniformArbitrationActasInforceintheStateofFlorida, or the Federal Arbitration Act, 9 U.S,C. section 1, to sea, The proceedingshallbegovernedbyonearbitrator, and the locati n 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 wli befinalandconclusive, and binding on both parties. Customer agrees that any such arbitration shall be conducted on an individual basis andnotaclasswidebasis. Apex shall recover all fees, costs, sat attorneys fees associated with the arbitration proceeding, ENTIREAGREEEMENT. The service Agreement signed at the time of purchase constitutes the entire Agreement between the parties an( nootherrepresentationsofstatementswillbebindingontheprtles, REFUNDS. Apex at any time on or after 36 (thlrty-six) months from the Initial date of Installation, terminate this Agreement and b rellevedofanyliabilityhereunderIfApexdetermines, In Its sole discretion, that It Is unable to prevent or stop further damage to Propert fromsubterraneantermiteactivity. Partial refunds may be made under the discretion of Apex Pest Control Inc. NOTICEOFCLAIMS, ACCESS TO PROPERTY. Any claims under the terms of this Agreement must be made Immediately In writing t TheApexCorporateOffice. Apex is only obligated to perform under this Agreement If the Customer allows Apex access to the IdentIne PropertyforanypurposecontemplatedbythisAgreement, Including but not limited to re -inspection, whether the Inspec bytheCustomerorconsiderednecessarybyApex. tion was requests LIMITED ASSIGNABILITY. This Agreement is assignable by Customer for a period of 1 (one) year from its effective date, After th Initial12 (twelve) month period, Customer may transfer or assign this Agreement with a = transfe (thirty) days of the transfer of the treated Property, r fee payable to Apex within Trademark of DowElanco Brevard Area Orlando Area Tampa/Sarasota Area 508SPlumosaSt. 7006 Stapolnt Ct, #G $314 FauIkeasota Rd N MerrittIsland, FL 32952 WI terpark, FL 32792 407.459.2847 407.8S8.0540 Tampa, 233 813. 21 510 800. 929. 2847 888.764.2847 .2847 877.4S9. 2847 i iniui ij Ilu 11 w0i li L-v1 UU III W Ilu 11 OUl Ii Wirl IU 111111 Ili Pb lig i liii l THIS INSTRUMENT PREPARED BY: Patricia L. Coulton D.R. Horton, Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 RECORD AND RETURN TO: R. Horton Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINME COUNTY BK 05091 PSG 0381 CLERK'S # 200321,00221 RECORDED 11/06/2003 0E:07:13 PM RECORDING FEES 6.00 RECORDED BY L McKinley NOTICE OF COMMENCEMENT Prepare in duplicate) The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in the Notice of Commencement. Description of pro erty: Lot(s) 76, 77, 78, 80 ;and 83 Bakers Crossing Phase 2 Plat Book 62, Page(s) 97-99, Public Records of Seminole County, Florida General description of improvements: Single Family Dwelling Owner(s): D.R. Horton, Inc., a Delaware Corporation Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Owner's interest in site of the improvements: Fee Simple Fee Simple Title Holder (if other than Owner): Name: Phone #: Address: Fax #: Contractor: D.R. Horton, Inc. Phone #: Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Surety (if any): Address: Phone #: Amount of bond: $0.00 Fax #: Lender: Phone #: Address: Fax #: vr_it l r r 1 LU Gi, FV MARYANNE MORSE CLERK OF CIRCUIT COURT SEPt INOL,E. ADUNTXe FLORM tit ITV ekFR Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7, Florida Statutes: Name: Address: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided inSection713.13(1)(b), Florida Statutes: Name: Address: Expiration date of Notice of Commencement: (the expiration date is one (1) year from the date of recording unless adifferentdateisspecified): D.R. Horton, In . 0 by: Kobert A. Lawson; As tant Secretary Corporate Seal) STATE OF FLORIDA COUNTY OF ORANGE The foregoing instrument was acknowledged before me this day of Oy e row ,2003 by Robert A. Lawson, Assistant Secretary of D.R. Horton, Inc., aDTwareCorporation, on beha oIt' ire corporation. He/She is personally known to me. Notary Public, State and County Aforesaid OFFICI'k S PATRICIA COULTON NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DD134330 MY COMMISSIGI P P. JULY 26,2006 Qotary ignatureNotarySeal CITY OF SANFORD PERMIT APPLICATION v' Permit it: ow -4 Date: Job Address: C+ Description of Work: 1' ..r-, h r.r• historic District: "Loring: Value of Work: S Permit Type: Building Electrical Mechanical Plumbing_ Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Altcration Changc of Scmcc Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required) b-7 Plumbing/ New Commercial: # of fixtures 11 of Water & Sewer Lines 11 of Gas Lines Plumbing/New Residential: # of Water Closets Z— Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: it of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel # nt ( Attach Proof of Ownership & Legal Description) Owners Name & Address: b 1 • Ha-4-, Phone: Contractor Name & Address: ADVANTAGE PLUMBING, ING. -State License Number: Phone -bo/Ptt' P1ofilDA 32769-0097 Contact Person: t ADVANTAGEePLUMBING, INC. Bonding Compa(407) 366-3994 P.O. BOX 620027 nrr n r, n waw nws ,w Address: Mortgage Lender: Address: Architect/Eugincer: Phone: Address: Fax: Application is.hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, ctc. 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 property of the requircmcn o FI n Law, FS 713. Signature of Owncr/Agent Date Signature of Contactor/Agent Print Owncr/Agent's Name Print Contractor/Agent's Name Signature of Notary -State of Florida Date Signature of Notary -State of Florida Date Owner/Agent is _ Personally Known to Me or Produced ID APPLICATION APPROVED BY: Bldg: Special Conditions: comraaor/Agcm is /"Pcrsonal TptARTHA Y. HALL g State of Florida MyProducedID , ex . Feb. 1, 2008' Comm. No. DD 258139 Loninc: Utilities: FD: Initial &- Date) (Initial &- Date) (Initial ,k Date) (Initial & Date) t-p - +' CFTY OF, SANFORD PERMrF APPLICATION Permit tr` ._-`7 ` `y DaEe: . ,.. lob Address (iC Description of NVork- Historic District, Zoning:. Value of N'i=ork; Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alaran Fotai. Electrical: New Service — s of 6WS Addition/Alteration Change of Service Tempoxtt y Pole 141ech2nical' Residential - Non -Residential Replacement New (Duel Layout ,& Energy Cali, Required.) Plumbing/ New Commercial: #,t of Fixtures, P of Water & Sewer Lines k'of Gas Lines Plumbing/New Residential: :Y of W tErClosets Plumbing Repair— Residential or Commercial Occupancy Type: Residential Corunercial Industrial Total Square Footage: Construction Tyne: # of Stories: P of Dwelling Units: Flood Zone: - (FEMA form required- f,or uti:r.(.x (,:linrl. ) Parcel #: Owners Name & Address: Contractor Name & Address: Phone & Fax: Bonding Company: Address: Mortgage Lender: Address: ~ Architect/Engineer: Attach Proof of Ownership Agr Legal Description) Phone: License Nunber Rum i l df i PC 3l Jf'30 46%'AO Phone: Address: -- Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has corrime[wed prior to the ^ issuance of a permit and that all work will be perfonmed to meet standards of ail laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicatle 1aw rcjf,J ting construction and zoning. WARNING TO OWNER • YOUR FAILURE TO RECORD A NOTICE OF COMMENCEM N T MAY RESULT JN YO PP 1 'A `.4UgG TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CO S WITH YOUR LENDER OR /,ll ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be addition/ erequireme.1 applicable to j s p per that y found in the publi records of this county, and there may be additional permits required from other governmuch as watedr gement di cLs state agencies, of f cra.l agencies. Acceptance of permit is verification that I s',ill notify the owner of the propert/tss a L w, F 13. AI\ 2 8 190 Signature ofOwner/Agent Date l Print Owner/Agent's Name Signature of Notary -State of Florda Date Owner/Agent is _ Personally-:no%kn to rVlc or Produced ID xnature of Contactor/Agent Date ROBERT G. DELLO RUSSO PnntjCon1 . A- r tractJAN Signature of No_n-State of Florida Date Contactor/ Age-.::S ' Personal,' Known to Me or ProduCel: . APPLIC A1ION APPROVED BY: Bldg: Zoning: Initial & Date) (Initial & Date) accia! C'nditions' -- FD: - Lhritial & Dat: MIRINDA C. TURPJER c:•' r,.y (1,m4lqi4cin,%j I, Fit') niopo: EXRPES. itnne r',1(10'' V r`' ucrced Thru Nz)tary Fublic Undenvrters F FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 1732 N (! Builder: DR HORTON Address: • Permitting Office: City, State:swis , , -L a77:n3 Permit Number: Owner: Z).Z , lkpvl l Jurisdiction Number: Climate Zone: Central l . New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 36.0 kBtu/hr _ 3. Number of units, if multi -family 1 _ 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 ft2 _ a. Electric Heat Pump Cap: 36.0 kBtu/hr _ c. Tint/other SHGC - single pane 0.0 ft2 _ HSPF: 7.65 _ d. Tint/other SHGC - double pane 0.0 ft2 b. N/A 8. Floor types a. Slab-On-Grade.Edge,.insulation R=0.0, 202.0(p) ft c. N/A b. N/A c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallons _ a. Concrete, Ext Insul, Exterior R=3.0, 1224.0 ft2 _ EF: 0.86 _ b. Frame, Wood, Exterior R=11.0, 56.0 W _ 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. AH: Garage Sup. R=6.0, 170.0 ft _ MZ-C-Multizone cooling, b. N/A MZ-H-Multizone heating) Glass/Floor Area: 0.12 Total as -built points: 26482 PASSTotalbasepoints: 27662 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: -ASP - DATE: g3.02 1 hereby certify that this building, as designed, is in compliance with the Florida Energy Code, OWNER/AGENT: DATE:g- Review of the plans and THE STspecificationscoveredbythistio = 9TFo calculation indicates compliance ywQ`,,,;, with the Florida Energy Code. `o Before construction is completed 9 a this building will be inspected for compliance with Section 553.908 Florida Statutes. o00 M1 BUILDING OFFICIAL: PLANS R1 \' 7i . i J D DATE: My Of SAWIrU11L U EnergyGauge® (Version: FLRCSB v3.2) FORM 60OA-2001 SUMMER CALCULATIONS 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 EnergyGauge® 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 1 34989.3 1.00 1.250 0.283 0.950 11758.5 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/RaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC 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 v3.2 FORM 60OA-2001 WINTER CALCULATIONS J Residential Whole Building Performance Method A - Details I 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 1 7979.2 1.00 1.250 0.446 0.950 4229.0 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2564.00 10256.0 50.0 0.86 4 1.00 2623.63 1.00 10494.5 As -Built Total: 10494.5 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling Points Heating + Hot Water = Total Points Points Points 14024 3382 10256 27662 11759 4229 10495 26482 PASS 04 THESr, y9l O nln 1% Q 1 COD WE a EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details P I 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 regts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MFASURFS fmuct ha mat nr axraarlaei by all rocirionroc 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 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD 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, if multi -family 1 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 ft2 a. Electric Heat Pump Cap: 36.0 kBtu/hr _ c. Tint/other SHGC - single pane 0.0 ft2 HSPF: 7.65 _ d. Tint/other SHGC - double pane 0.0 ft2 b. N/A 8. Floor types a. Slab -On -Grade Edge I4isulation 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. 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) S142" in this home before final inspection. Otherwise, a new EPL Display Card will be completed 1,VI;E based on installed Code compliant features. Builder Signature: Date: rB Address of New Home: 1 t l City/FL Zip: e i A 3 J c0D 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 quay for energy efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec. ucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department ofCommunity Affairs at 8501487-1824. EnergyGauge® (Version: FLRCSB v3.2) 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: i 32 Deg F HEATING SUMMARY Bldg. Heat Loss 29416 Btuh Ventilation Air 0 CFM Vent Air Coss 0 Btuh Design Heat Load 29416 Btuh INFILTRATION Method Simplif ied 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 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 5645 Btuh Total Equip Load 29518 Btuh COOLING EQUIPMENT SUMMARY Make TRANS Make TRANE Model Model Type Type Efficiency / HSPF 6.90 COP/EER/SEER 10.30 Heating Input 0 Btuh Sensible Cooling 35500 Btuh Heating Output 0 Btuh Latent Cooling 0 Btuh Heating Temp Rise 0 Deg F Total Cooling 35500 Btuh Actual Heating Fan 1200 CFM Actual Cooling Fan 1200 CFM Htg Air Flow Factor, 0.041 CFM/Btuh Clg Air Flow Factor 0,052 CFM/Btuh Space Thermostat Load Sens Heat Ratio 85 MANUAL J: 7th Ed. RIGHT-J: V 1 3 . 0 . 12 S/N 10 315 Printout certified by ACCA to meet all requirements of Manual Form J RIGHT-J CALCULATION PROCEDURES A, B, C, D Job #: 1732 File name: 1732 .1old 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 Winter TD = 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 13 8 5 6 Cu.Ft. x 0.0167 = 93 CFM 2. Summer Infiltration Btuh 1.1 x 93 CFM x 18 Summer TD = 1833 Btuh 3. Summer Infiltration HTM 1833 Btuh / 245 Total Window = 7. 5 HTM and Door Area Procedure C - Latent Infiltration Gain 0.68 x 44 gr.diff. x Procedure D - Equipment Sizing Loads 93 CFM = 2769 Btuh 11/16/98 1. Sensible Sizing Load Sensible Ventilation Load 1.1 x 50 Vent.CFM x 18 Summer TD 990 Btuh Sensible Load for Structure (Line 19) 22883 Btuh Sum of Ventilation and Structure Loads 23873 Btuh Rating and Temperature Swing Multiplier x 1.00 RSM Equipment Sizing Load - Sensible 23873 Btuh 2. Latent Sizing Load Latent Ventilation Load 0.68 x 50 Vent.CFM x 44 gr.diff. 1496 Btuh Internal Loads = 230 x 6 No. People 1380 Btuh Infiltration Load From Procedure C 2769 Btuh Equipment Sizing Load - Latent 5645 Btuh Construction Quality is: a No. of Fireplaces is: l 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 0 1732 Job# 1732 Zone: Entire House 11/16/98 I Name of Room Entire House Bk 9 FAM LAUNDRY 2 Running Ft. Exposed Wall 202 . 0 Ft. 29 . 0 Ft. 41 . 0 Ft. 7. 0 Ft. 3 Room Dimensions, Ft. 0. 0 t. 13.5 x 12.0 Ft. 20. 0 .x 20. 0 Ft. 7.0 x 9.0 FI. 9 Cedrigs, Ft Condit. Option 8. 0 heat/cool d 8.0 heat/cool 8. 0 1 heat/cool 8. 0 heat/cool TYPE OF CST HTNI Area Midi Area Btuh Area Btuh Area Btuh EXPOSURE NO. Htg Cig Length Htg Clg Length Htg Clg Length Htg Clg Length Htg CIg 5 Gross a 14C 2.5 1.1 1224 232 112 0 Exposed b 12C 2.9 1.9 56 0 56 0 Walls and c 13C 3.2 1.2 328 0 152 56 Partitions d 0.0 0.0 0 0 0 0 C 0.0 0.0 0 w x«x« 0 w»* w 0 wxxx wx 0 x»« t«w f 0.0 0.0 0 x*wx x»» 0 wrt»» wrt»» 0 rtrtrtx rtwwrt 0 wrtxrt w»» 6 Windows and a 1C 37.0 153 5655 23 850 23 850 0 0 Glass Doors b BC 37.0 54 1996 0 0 0 0 0 0 Heating c 9A 29.9 0 0 0 0 0 0 0 0 d 0.0 0 0 0 0 rt»xx 0 0 rtxwx 0 0 e 0.0 0 0 0 0 0 0 0 0 f 0.0 0 0 0 0 0 0 0 0 7 Windows and North 22.0 19 129 0 0 0 0 0 0 Glass Doors NE/NW 41.0 46 1886 23 943 23 943 0 0 Cooling E/W 0.0 0 0 0 0 0 0 0 0 SE/SW 49.0 142 6934 0 0 0 0 0 0 South 0.0 0 x»»» 0 0 0 0 x»«« 0 0 w 0 Horz 0.0 0 0 Oi 0 0 0 0 0 S Othertloors I a 10D 14.7 9.9 38 559 378 0 0 0 20 294 199 18 265 179 b I 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 89 211 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 44 Partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 1883 3194 4192 112 275 361 400 678 890 63 107 140 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 Il 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 Subtot Mull Loss=6+8..+11+12 26742 3003 4831 1152 19 Duct Btuh Loss 10% 2679 10% 300 10% 983 100/ 115 15 Total Birth Loss = 13+14 29416 3304 5314 1267 16 Int. Gains: People a 300 6 1800 0 0 4 1200 0 0 Appl. a. 1200 2 1800 0 0 0 0 1 600 17 SubtotRSHGain=7+8..+12+l6 20803 w x 1706 3900 1098 IS Duct BtuhGain 10% 2080 100/, 171 10% 390 10% 110 19 Total RSHGa111=(17+IS)*PLF 1.00 22883 1.00 1876 1.00 4290 1.00 1208 I20I CFM Air Required 1200 12001 1351 98 2171 2251 I 52 63 Printout certified by ACCA to meet all requirements of Manual J Form 1732 Job# 1732 Zone: Entire House 11/16/98 o- 1. Z n 11) C/AI 1 n"11 S I Name of Room BR 2 BR 3 M/BR M/BTH 2 Running Ft. Exposed Wall 27.0 Ft. 11.0 Ft. 32. 0 Ft. 10.0 Ft. 3 Room Dimensions, Ft. 13 . 0 x 12 . 0 Ft, 11.0 x 1S.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 FITIvI Area Bath Area Btuh Area Binh Area Bhth EXPOSURE NO. Htg Clg Length Htg Cig Length Htg Clg Lenbgh Htg Clg Len6rth Htg Clg 5 Gross a 14CI 2.5 1.1 96 88 256 80 Exposed b 12C 2.9 1.9 0 wii« 0 i ti 0 w+#t w++w 0 Walls and c 13C 3.2 1.2 120 0 0 0 Partitions d 0,0 0.0 0 0 ti wwi 0 w+ 0 t++t twii e 0.0 0.0 0 O iwi O i+#i ti«i O f 0.0 0.0 0 iit fifiii 0 wwwi w+#« 0 wwww w«t 0 6 Windows and a 1C 37.0 16 591 16 591 32 1183 10 370F** Glass Doors b 8C 37 . 0 0 0 0 0 0 0 0 0** Heating c 9A 29.9 fi 0 0 fififii 0 0 fififiw 0 0 fifiwfi 0 0 d 0.0 0 0 0 0 0 0 0 0 e 0.0 0 0 0 0 0 0 0 0 f 0.0 0 0 0 0 iw# 0 0 wwwi 0 0 ii+ 7 Windowsand North 22.0 2 fifiti 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. O 0 wiii O O iit# O O O O i«ii O Horz 0.0 0 0 0 0 0 0 0 0 8 Other&ors a 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 b I 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 9 Net It 14C 2.5 1.1 80 197 88 72 177 79 224 552 247 70 172 77 Exposed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0 Walls and c 13C 3.2 1,2 120 378 140 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 2.2 156 265 347 165 210 361 221 375 492 150 259 334 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 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 26.6 7.5 16 426 120 16 426 120 32 851 239 10 266 75 13 Subtot Btuh Loss=6+8..+11+12 2556 1759 3790 1322 14 Duct Btuh Loss 10/1 256 10% 176 10/1 379 10/1 132 15 Total Btuh Loss= 13+14 2812 1935 4169 1454 16 Int.Gains: People@ 300 0 0 0 0 1 300 0 0 Appl. « 1200 0+##» 0 0 i+w+ 0 0 i 0 0 0 17 Subtot RSH Gain=7+8..+12+16 1425 1296 2737 933 18 Duct Btuh Gain 10% 142 10% 130 10% 274 10 , 93 19 Total RSH Gain=(17+18)*PLF 1.00 1567 1. 00 1425 1.00 3011 1.00 1027 20 CFM Air Required 115 82 79 75 170 158 59 54 Printout certified by ACCA to meet all requirements of Manual J Form 1732 Job# 1732 Zone: Entire House 11/16%98 NIANUALI 7thEd RIGHT-1 3 0 12 S/N 10315 I Name of Room BTH KICTHEN DINING Running Ft. Exposed Wall 0.0 Ft. I 31 . 0 Ft. 14. 0 Ft. F Ft. Room Dimensions, Ft. 9.0 x 10. 0 Ft. 16 . 0 x 14 . 0 Ft. 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 IITM Area Btuh Area Btuh Area Bath Area Btuh EXPOSURE NO. Htg I Clg Length Htg Clg Length Hig Clg Length Htg Clg Length Htg Clg 5 Gross a 14C 2.5 1.1 0 248 112 Exposed b 12C 2.9 1.9 0 sws« 0 w+«w w+« p w++s www www srw« Walls and c 13C 3.2 1.2 0 0 0 Partitions d 0.0 0.0 0 wwww w++ 0 ww+w p wwww ws+ ww s+ww e 0.0 0.0 0 w+w p w«w« w p w«w+ wwww ww«w f 0.0 0.0 0 swww ww«w 0 w+++ sw+s p www+ www+ ws+« 6 Windows and a 1C 37.0 0 0 10 370 23 850 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 0 0 e 0.0 w+ 0 0 www 0 0 ww+w 0 0 rww www. f 0.0 0 0 wwww 0 0 ws 0 0 ss« wwww 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 w+« p 0 wwww p p ww+ p www 8 Other`doors a 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 b 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 9 Net a 14CT2.51.. 21 0 0 0 184 453 203 89 219 98 Exposed b 12C0 0 0 0 0 0 0 0 0 Walls and c 13C 0 0 0 0 0 0 0 0 0 Partitions d 0.0 0.0 0 0 0 0 0 0 o 0 0 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 90 153 200 224 380 499 252 427 561 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 Il Floors a 22A 25.9 0.0 0 0 0 31 809 0 14 363 0 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 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 w»* s»*+ 5704 2471 14 Duct Btuh Loss 101/1 15 100/1 570 101/1 247 15 Total Mali Loss = 13+14 168 6275 2716 16 Int. Gains: People a 300 0 0 0 0 1 300 Appl. rr 1200 0 0 1 1200 0 0 17 Subtot RSH Gain=7+S..+12+I6 200 5328 2180 IS Duct Btuh Gain 100/( 20 100/1 533 100 s++ 216 0 w+w 19 Total RSH Gain=(17+18)*PLF 1 .00 220 1 . 00 5861 1. 00 2398 20 CFM Air Required 7 12 1 256 307 111 126 Printout certified by ACCA to meet all requirements of Manual J Form MANUAL J: 7th Ed. RIGHT-J: V 3.0.12 S/N 10315 RIGHT-J WINDOW DATA I Job#: 1732 Filename: 1732.b1d 11/16/98 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 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 w•I' 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 4- bath duct rtoroofeapIt it .. PAttQ - - /1 -ont r 8.4 g r f2r12 loved 46 MASTER 310 BEDROOM 4 Kf HE\ 4. d r4 I1 12x8 loved 155 cLc 1zr,z .aa DIN II, 4- AREA 1Or10 Owed 8.4 1 f30 t0 3" bath duct 11 to f cap 1 8- 10.10 4wcd 225 FAMILY 6" R0M_ 6- 4" dryer duct to roof cap 6 loeQQao 10x6 I—d too 14 6 6.8- 66. 1- ah Br13 ptsa FOYER ytz(1467RAD 6tdrOrot, 8 ,OKW 0240V IP GARAGE N 6 AARV 11 lOx6 I—d 75 IOr10 rap 0 rap eDRM. x fOx6 I—d 6. 85 yyb n h vat have a minimum clearance of 4 inches around the air handler per the State Energy code. All duct has an r=6 insulation value. Q O MV MV C Rating o it r In wo z o z 3 J Q O m Q Q (r CO [L J (n l) 0 r M1C MiTek° MiTek Industries Inc. 1*5 North Outer Forty he, Suile 300 Chestefield, MO 63011 USA July 3, 2003 The truss drawings referenced below, have been prepared under my direct supervision based on the parameters provided by Accu Span truss Company using MiTek 20/20 software. Pages or sheets covered by this seal : I5008171 thru I5008189. Total: 19 drawings. Job DR1.7321) Builder D.R. HORTON Location BAKERS CROSSING County S EMINO LE 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 lof the Florida Board of Professional Regulation. This package include: 1) 1.9 Truss drawing. 2) Truss Index. July 3, 2003 Junaidie Budiman, PE The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of building designer, per ANSI/TPI 1-1995 Sec.2. TRUSS INDEX OF JOB DR1732D Trusses included=19 0,"\DR1732D\a.tre" 15008171 1,"\DR1732D\a11Are" 15008172 2,"\DR1732D\a13.1tre" 15008173 3,"\DR1732D\a15Are" 15008174 4,"\DR1732D\a17.tre" 15008175 5,'1DR1732D\a%tre" 15008176 6,"\DR1732D\a7.tre" 15008177 7,"\DR1732D\a9.tre" 15008178 8,'1DR1732D\ag1.tre" 15008179 9,"\DR1732D\ag2.tre" 15008180 10,"\DR1732D\b.tre" 15008181 11,"\DR1732D\bgab.tre" 15008182 12,"\DR1732D\cg.tre" 15008183 13,"\DR1732D\j.tre" 15008184 14,"\DR1732D\k.tre" 15008185 15,"\DR1732D\I.tre" 1 5008186 16,"\DR1732D\nTAre" 15008187 17,"\DR1732D\s.tre" 15008188 0,"\DR1732D\a2.tre" 15008189 No.45161 r 0 '. NEI7'ATE OF June 9, 2003 WARNING - VerVy design parameters and READ NOTES ONTffi3 AND REVERSE SKIN BEFORE USE. Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent brbrcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 M iTek® Handling Instadllnq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. r-- Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise, Dimensions are in inches, Apply plates to both sides of truss and securely seat. T 0 Cl 0 For 4 x 2 orientation, locate plates 1 /8" from outside edge of aotrussandverticalweb, This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40,00 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur, MiTek® FORM018,019 HYDRO -AIR General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties., 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each er joint and embed fully. Avoid knots and wane o at joint locations, a 4. Unless otherwise noted, locate chord splices o at /4 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication, TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator, General practice is to camber for dead load deflection, 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10, Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13, Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job I russ russ ype ty y 15008171 OR1732D A ROOF TRUSS 13 1 Job Reference (o tionall 5.000 sFeb1 e Industries, nc. onJunage it-0-p 7-0-5 13-6-3 20-0.0 26-5-13 32-11-11 40-" T 1-" 7-0-5 6-5-13 6-5-13 6-5-13 6-5.13 7-0-5 1-0-0 5x6 = Scale = 1:75.6 5 6.00 F12 3x4 - 3x4 4 6 5x6 i 5x6 3 7 1 2 8 9 IMV0 3x6 = 14 13 12 11 10 3x6 = 3x4 = 3x6 = 3x8 = 3x6 = 3x4 = 10-3-4 20-0-0 29-8-12 40-" 10-3-4 9-8-12 9-8-12 10-3-4 Plate Offsets MY): -1- LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.70 Vert(LL) -0.21 12 > 999 M1120 249/190 TCDL 7.0 Lumber increase 1.33 BC 0.82 Vert(TL) -0.53 12-14 >890 BCLL 0.0 Rep Stress Incr YES WB 0.95 Horz(TL) 0.14 8 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/deft = 360 Weight: 207 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-11-7 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-3-14 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-12, 6-12 REACTIONS (Ib/size) 2=1952/0-8-0, 8=1952/0-8-0 Max Horz 2=-229(load case 5) Max Uplift2 =-801 (load case 4), 8=-801(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=17, 2-3=-3208, 3-4=-2881, 4-5=-2025, 5-6=-2025, 6-7=-2881, 7-8=-3208, 8-9=17 BOT CHORD 2-14=2833, 13-14=2353, 12-13=2353, 11-12=2353, 10-11 =2353, 8-10=2833 WEBS 3-14=-374, 4-14=520, 4-12=-786, 5-12=1331, 6-12=-786, 6-10=520, 7-10=-374 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 801 lb uplift at joint 2 and 801 lb uplift at joint 8. LOAD CASE(S) Standard Junaidie Budiman, FL Lic #45 61 MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.#6634 I. .1 Iti WARNING - VerVy design parameters and READ NOTES ON TMS AND REVERSE SIDE BEFORE USE. Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and boded vertically. Appllcoblllty of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and. HIB-91 MiTek® Handling Instgllinq and Bracing Recommendation avallable from Truss Plate Institute, 583 D'Onofrb Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 13/. * Center plate on joint unless dimensions indicate otherwise, Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 cc 0 For 4 x 2 orientation, locate plates 1/8" from outside edge of a truss and vertical web. o0 This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. FORM018,019 Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA HUD/FHA ICBO SBCCI WISC/DILHR 86-93, 85-75, 91-28 TCB 17.08 1591, 1329, 4922 87206, 86217, 9190 870040-N, 930013-N, 910080-N ad! 0, MiTeko HYDRO -AIR General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties_ 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane o at joint locations, a 4. Unless otherwise noted, locate chord splices 0 at /4 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication, TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13, Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job I russ truss lype ty y 15008172 Di1732D A11 ROOF TRUSS 1 1 Job Reference (o tionaq s e I eInd,stries, nc. on un age 11-0-0 5-9-4 11-0-0 i 17-M I 23-" 29-0-0 34-2-12 40-0-0 41-0-p 1.0-0 5-9-4 5-2-12 6-0-0 6-M 6-0-0 5-2-12 5.9-4 1-0-0 Scale = 1:70.3 5x6 = 5x6 = 3x4 = 5x6 = 4 5 6 7 6.00 12 2x4 2x4 i 3 8 no_ y 9 1 10Ic? o vo 3x8 = 15 14 13 12 11 3x8 = 3x8 = 3x6 = 3x4 = 3x6 = 3x8 = 11-0-0 20-0-0 29-M 40-M 11-M 9-0-0 9-M 11-0-0 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.71 Vert(LL) -0.26 13 > 999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.87 Vert(TL) -0.52 11-13 >908 BCLL 0.0 Rep Stress Incr YES WB 0.89 Horz(TL) 0.16 9 n/a BCDL 10.0 Code FBC2001 1 st LC ILL Min I/defl = 360 Weight: 201 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-10-13 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-5-10 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5-15, 6-11 REACTIONS (lb/size) 2=1952/0-8-0, 9=1952/0-8-0 Max Horz 2=-137(load case 5) Max Uplift 2 = -706(load case 4), 9=-706(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-3258, 3-4=-2891, 4-5=-2607, 5-6=-3212, 6-7=-2607, 7-8=-2891, 8-9=-3258, 9-10=17 BOT CHORD 2-15=2868, 14-15=3165, 13-14=3165, 12-13=3165, 11-12=3165, 9-11 =2868 WEBS 3-15=-319, 4-15=871, 5-15=-768, 5-13=101, 6-13=101, 6-11 =-768, 7-11 =871, 8-11 =-319 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 706 lb uplift at joint 2 and 706 lb uplift at joint 9. LOAD CASE(S) Standard Junaidie Budiman, FL Lic W 161 MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.#6634 Ver(jy design parameters and READ NOTES ON TMS AND REVERSE SWE BEFORE USE. WARNING Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss - designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent br'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 QST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI53719. MiTek® Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t-1/. * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise, Dimensions are in inches, Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. Ye J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each ca other, o WEBS J5 a:3. Place plates on each face of truss at each For 4 x 2 orientation, locate o , ; 3 joint and embed fully. Avoid knots and wane plates/a" from outside edge of 0 o_ a4, at joint locations, truss and vertical web. a o Unless otherwise noted, locate chords lacesp at /4 length(+ 6" frompanel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5, Unless otherwise noted, moisture content of required direction of slots in Ji J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, For tabular plating format 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 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12, Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur, stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional M iTek® engineer. 15. Care should be exercised in handling, TM PA NEL erection and installation of trusses. 1993 Mitek Holdings, Inc. IP FORM018,019 oANo n+.oi ® HYDRMA/RO , Job I russ Truss Type ty y 15008173 Or"732D A13 ROOF TRUSS 1 1t Job Reference to tionoaq sFebt e n ustries, nc. n un age 11-0-0 6-9-4 13-0-0 20-0-0 27-0-0 33-2-12 40-0-0 41-0-011 1-0-0 6-9.4 6-2-12 7-" 7-M 6-2-12 6-9-4 1-0-0 Scale = 1:70.3 5x6 = 2x4 11 Sx6 = 4 5 6 6.00 F12 2x4 2x4 i 3 7 m6 m 2 4 1 8 9 o Imvo 3x8 = 14 13 12 11 10 3x8 = 3x4 = 3x6 = 3x8 = 3x6 = 3x4 = 10-3-4 20-0-0 29-8-12 40-0-0 10-3-4 9-8-12 9-8-12 10-3-4 Plate Offsets -1 -1- LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.98 Vert(LL) -0.22 12 >999 M1120 249/190 TCDL 7.0 Lumber, Increase 1.33 BC 0.82 Vert(TL) -0.54 12-14 > 880 BCLL 0.0 Rep Stress Incr YES WB 0.42 Horz(TL) 0.14 8 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/defl = 360 Weight: 199 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D *Except* TOP CHORD Sheathed. 4-6 2 X 4 SYP No.1 D BOT CHORD Rigid ceiling directly applied or 5-10-1 1 oc bracing. BOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=1952/0-8-0, 8 = 1952/0-8-0 Max Horz 2=-157(load case 5) Max Uplift 2 = -732(load case 4), 8=-732(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2 =17, 2-3 =-3225, 3-4 = -2887, 4-5 =-2773, 5-6 =-2773, 6-7 =-2887, 7-8 =-3225, 8-9 =17 BOT CHORD 2-14=2847, 13-14=2396, 12-13=2396, 11-12=2396, 10-11 =2396, 8-10=2847 WEBS 3-14=-363, 4-14=481, 4-12=517, 5-12=-511, 6-12=517, 6-10=481, 7-10=-363 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.6psf; 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 732 lb uplift at joint 2 and 732 lb uplift at joint 8. LOAD CASE(S) Standard Junaidie Budiman, FL Lic #45 f MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.#6634 up I, WARNING - Verm design parameters and READ NOTES ON THIS AND REVERSE SIDE BzmRE USE. — Design valid for use only with Mtfek connectors. This design is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent br icing of the overall structure is the responsibility of the building designer. For general guidance regarding labrlcotion, quality control, storage, delivery, erection and bracing, consull OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, W153719. Symbols PLATE LOCATION AND ORIENTATION t'/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 1A„ 0 Q 0 For 4 x 2 orientation, locate X plates 1/8" from outside edge of otrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots, Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17,08 Indicates location of required 4000 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur, QD MiTek® General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1, Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at 114 panel length(* 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator., General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018,019 HYDRO -AIR Job I russ truss type ty y 15008174 D1732D A15 ROOF TRUSS 1 1 Job Reference (o tiona) sFebi e n ustrles, nc. on un age 11- 0-Q 7-9.4 15-0-0 20-0-0 25-0-0 32-2-12 40-0-0 41-0-p 1I1-" 7-9-4 7-2-12 5-0-0 5-0-0 7-2-12 7-9.4 Scale = 1:70.4 5x6 = 3x4 = 5x6 = 6. 00 12 4 5 6 5x6 i 5x6 3 7 M o_ r 2 8 9 11Y 0 3x6 = 13 12 11 10 3x6 = 2x4 I I5x8 = 5x8 = 2x4 11 7- 9-4 15-0-0 25-0-0 32-2-12 40-" 7- 9-4 7-2-12 10-" 7-2-12 7-9-4 Plate Offsets -1 LOADING ( psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.98 Vert(LL) -0.20 12 >999 M1120 249/190 TCDL 7.0 Lumbet Increase 1.33 BC 0.77 Vert(TL) -0.56 11-12 >845 BCLL 0.0 Rep Stress Incr YES WB 0.34 Horz(TL) 0.14 8 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/deft = 360 Weight: 210 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-1-9 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 3-12, 5-12, 5-11, 7-11 REACTIONS ( lb/size) 2=1952/0-8-0, 8=1952/0-8-0 Max Horz 2=-178(load case 5) Max Uplift2 = -755(load case 4), 8=-755(load case 5) FORCES 0b) - First Load Case Only TOP CHORD 1-2=17, 2-3=-3208, 3-4=-2520, 4-5=-2253, 5-6=-2253, 6-7=-2520, 7-8=-3208, 8-9=17 BOT CHORD 2-13 = 2838, 12-13 = 2835, 11-12 = 2373, 10-11 = 2835, 8-10 = 2838 WEBS 3-13=147, 3-12=-665, 4-12=676, 5-12=-217, 5-11 =-217, 6-11 =676, 7-11 =-665, 7-10=147 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially;OWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 755 Ib uplift at joint 2 and 755 Ib uplift at joint 8. LOAD CASE(S) Standard Junaidie Budiman, FL Lic #45 E MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.#6634 wAmm - v rvy assign pamnwiters and Re6U NOTEs ONTHls AND 1ZeveRSe sane BewoRK use. Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and is for an individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Speolflcatlon, and HIB-91 MiTek® HandlingInstallingandBracingRscommsndatlonavailablefromTrussPlateInstitute, 683 D'Onofrlo Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches, Apply plates to both sides of truss and securely seat, 0 Q 0 For 4 x 2 orientation, locate plates 1/8" from outside edge of otrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots, BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING nA Indicates location of joints at which bearings (supports) occur. MiTek® FORM018,019 GANG -NAIL® . i1YDRO.AIRO General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1, Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each a: joint and embed fully, Avoid knots and wane of at joint locations, a 4. Unless otherwise noted, locate chord splices 0 at /4 panel length(' 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication, PANEL TM CLIP 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. 1 Job I russ russ ype ty y 15008175 DR1732D A17 ROOF TRUSS 1 IT Job Reference (o al) s e I e n ustrles, nc. tionon un age 24 6-0-5 11-6-3 17-0-0 23-" 28-5-13 l 33-11-11 40-0-0 11-0-0 1-" 6-0-5 5-5-13 5-6-13 6-0-0 5513 5.5.13 6-0-5 1.0.0 Scale = 1:70.3 5x6 = 5x8 = 5 6 6. 00 F12 3x4 i 3x4 4 7 5x6 5x6 Cl) 63 8 2 9 n 0 0 3x8 = 16 15 14 13 12 11 3x8 = 3x4 = 3x6 = 3x4 = 3x4 = 3x8 = 3x6 = 8- 9-4 17-" 23-0-0 31-2-12 40-0-0 8- 9-4 8-2-12 6-0-0 8-2-12 8-9-4 Plate Offsets -1 LOADING ( psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.71 Vert(LL) -0.20 13 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.73 Vert(TL) -0.41 11-13 >999 BCLL 0.0 Rep Stress Incr YES WB 0.76 Horz(TL) 0.14 9 n/a BCDL 10.0 Code FBC2001 1 st LC ILL Min I/deft = 360 Weight: 221 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2,DTOP CHORD Sheathed or 3-3-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-8-14 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 6-14 REACTIONS ( lb/size) 2=1952/0-8-0, 9=1952/0-8-0 Max Horz 2=198(load case 4) Max Uplift 2 = -775(load case 4), 9=-775(load case 5) FORCES ( Ib) - First Load Case Only TOP CHORD 1-2=17, 2-3=-3292, 3-4=-3025, 4-5=-2314, 5-6=-2078, 6-7=-2314, 7-8=-3025, 8-9=-3292, 9-10=17 BOT CHORD 2-16=2901, 15-16=2526, 14-15=2526, 13-14=2078, 12-13=2526, 11-12=2526, 9-11 =2901 WEBS 3-16=-287, 4-16=419, 4-14=-657, 5-14=612, 6-14=-0, 6-13=612, 7-13=-657, 7-11 =419, 8-11 =-287 NOTES 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 775 lb uplift at joint 2 and 775 lb uplift at joint 9. LOAD CASE(S) Standard Junaidie Budiman, FL Lic #45 61 MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.#6634 WARNING - Ver{ jy design parameters and READ NOTES ONTMS AND REVERSE SWE BEFORE USE. Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss - 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, election and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Instollinq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI 53719. MiTek® Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/1 * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. Ye J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachC7 other. o WEBS J5 cr 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/a" from outside edge of 0 o_ a u at joint locations, truss and vertical web. a 4. Unless otherwise noted, locate chords lacesP o at /4 panel length(+ 6" from adjacent joint.) c4B C, 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 transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. Indicates location of joints at 13, Do not overload roof or floor trusses withwhichbearings (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 FORM018,019- nAN- ® HYDRO -AM O Job truss russ type ty y 15008176D"l'732D A19 ROOF TRUSS 1 1q Job Reference (o tional) sFebI e n ustnes, nc. on un age 1-0-0 6-8-5 1 12-10-3 19-0-0 21-0-0I 27-1-13 33-3-11 40-0-011-0-Q 11- 0-0 6-8-5 6-1-13 6-1-13 2-" 6-1-13. 6-1-13 6-8-5 1.0-0Scale = 1:78.7 5x6 = 5x6 = 5 6. 00 12 It 6 3x4 i 3x4 4 7 5x6 5x6 M 6 3 8 m 2 9 1 10 Irno3x8 = 16 15 14 13 12 11 3x8 = 3x4 = 3x6 = 3x4 = 3x4 = 3x6 = 3x4 = 9- 9-4 19-" 21-0-0 30-2-12 40-M 9- 9-4 9-2-12 2-0-0 9-2-12 9-9-4 Plate Offsets - LOADING ( psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.46 Vert(LL) -0.29 11-13 >999 MI120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.73 Vert(TL) -0.50 11-13 >950 BCLL 0.0 Rep Stress Incr YES WB 0.49 Horz(TL) 0.14 9 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/defl = 360 Weight: 216 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-2-4 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-8-11 oc bracing. WEBS2X4SYPNo.3 WEBS 1 Row at midpt 4-14, 7-13 REACTIONS ( lb/size) 2=1952/0-8-0, 9=1952/0-8-0 Max Horz 2=-2180oad case 5) Max Uplift2 = -794(load case 4), 9=-794(load case 5) FORCES ( Ib) - First Load Case Only TOP CHORD 1-2=35, 2-3=-3433, 3-4=-3113, 4-5=-2244, 5-6=-1921, 6-7=-2244, 7-8=-3113, 8-9=-3433, 9-10=35 BOT CHORD 2-16=2946, 15-16=2459, 14-15=2459, 13-14=1921, 12-13=2459, 11-12=2459, 9-11 =2946 WEBS 3-16=-373, 4-16=539, 4-14=-787, 5-14=667, 6-13=667, 7-13=-787, 7-11 =539, 8-11 =-373 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure Bs partially; MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 794 lb uplift at joint 2 and 794 lb uplift at joint 9. LOAD CASE(S) Standard Junaidie Budiman, FL Lic #45 ( MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.#6634 1,- WARNING - VerW design pammetem and READ NOTES ON TWS AND REVERSE SIDE BEFORE USE. Design valid for use only with MlTek connectors. This design is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss - ---- designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent brIscing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult CST-88 Quality Standard, DSB-89 Bracing Specification, and HIR-91 MiTek® HandlingInstallingandBracingRecommendationavailablefromTrussPlateInstitute, 583 D'Onofrb Drive, Madison, WI 53719. Symbols PLATE LOCATION AND ORIENTATION 13/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 cc 0 For 4 x 2 orientation, locate plates 1/8" from outside edge of aotrussandverticalweb. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWESTJOINT MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dim-ension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTeke O PANEL TM CLIP FORM018,019 a,N6' fy0R0,A/RO 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. T Job russ I russ I ype ty Ply Ci 732D A7 ROOF TRUSS 1 2 15008177 Job Reference to tionap s e I e Industries, nc. on un age 1i-O-Q 3-9-4 7-0-0 13-6-14 20-0-0 26-5-2 + 33-0-0 36-2-12 40-0-0 11-0-Q1 1-0.0 3-9.4 3-2-12 6-6-14 6-5-2 6-5.2 6.6-14 3-2-12 3-9-4 1-" Scale = 1:70.3 5x8 = 5x8 = 4x6 = 7x8 = 46 = 6.00 12 4 5 6 7 8 2x4 2x4 i 3 9 m0 c; 2 10 MitIo 3x8 = 16 15 14 13 12 3x8 = 3x4 = 5x6 = 3x8 = 5x6 = 3x4 = 7-0-0 13-6-14 20-" 26-5-2 33-04) 40-" 7-" 6-6-14 6-5-2 6-5-2 6-6-14 7-" Plate Offsets -4-1 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.37 Vert(LL) 0.49 14 >958 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.83 Vert(TL) -0.68 14-15 >691 BCLL 0.0 Rep Stress Incr NO WB 0.37 Horz(TL) 0.20 10 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/defl = 360 Weight: 444 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D 'Except' TOP CHORD Sheathed or 5-1-10 oc purlins. 4-6 2 X 6 SYP SS, 6-8 2 X 6 SYP SS BOT CHORD Rigid ceiling directly applied or 6-0-3 oc bracing. BOT CHORD 2 X 4 SYP No.2D *Except* 13-15 2 X 4 SYP No.1 D WEBS 2 X 4 SYP No.2D REACTIONS (lb/size) 2 = 3876/0-8-0, 10 = 3876/0-8-0 Max Horz 2=-95(load case 5) Max Uplift2 =-1 941 (load case 3), 10=-1941(load case 2) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-7309, 3-4=-7330, 4-5=-10269, 5-6=-11434, 6-7=-11434, 7-8=-10269, 8-9=-7330, 9-10=-7309, 10-11=17 BOT CHORD 2-16=6370, 15- 16=6610, 14-15=10269, 13-14=10269, 12-13=6610, 10-12=6370 WEBS 3-16=238, 4-16=696, 4-15=4146, 5-15=-1683, 5-14=1324, 6-14=-991, 7-14=1324, 7-13=-1683, 8-13=4146, 8-12=696, 9-12=238 NOTES 1) 2-ply truss to be connected together with 1Od Common(. 1 48"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 II; 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 1941 lbuplift at joint 2 and 1941 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 (plf) Vert: 1-4=-74.0, 4-8=-154. 2, 8-11=- 74.0, 2-16=-20.0, 12-16=-41.7, 10-12=-20.0 Concentrated Loads (lb) Junaidie Budiman, FL Lic #45 61 Vert: 16=- 603.2 12=-603.2 MiTek Industries, Inc. 14515NorthOuterFortyDriveSuite300Chesterfield, MO, 63017 FL Cert.#6634 WAmNO - Vervy design parameters and READ NOTES ONTHIS AND REVERSE SIDE BEFORE USE. Design valid for use only with Mliek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss - designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the _ responsibility of the erector. Additional permanent brhrcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST- 88 Quality Standard, DSB-69 Bracing Specification, and HIB-91 Handling Installina and Bracing Recommendation available from Truss Plate Institute, $83 D'Onofrla Drive, Madison, Wl53719. MiTek® Symbols Numbering system General safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/1. * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise, Dimensions are in inches. Apply 1, Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties,. B' TOP CHORDS 2. Cut members to bear tightly against eachc2c other, WEBS 3. Place plates on each face of truss at each oFor4x2orientation, locate NJ joint and embed fully. Avoid knots and wane plates I/8" from outside edge of O a _ at joint locations, truss and vertical web. o a o 4. Unless otherwise noted, locate chord splices at /4 length(+ 6" fromC, C 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-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, 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, ET4 PANEL TM O erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP 7,. ,. FORM018,019 GHIVG-FUAiL. ® HYDRO-MRO •- - - Job. russ russ type ty y 15008178 D q 732D A9 ROOF TRUSS 1 1 Job Reference (o tionaq sFebt e Industries, nc. on un age t-0-0 4-9-4 9-0-0 14-6-0 20-" 25-6-0 31-0-0 35-2-12 40-0-0 41-0-p1t1 1-" 4-9.4 4-2-12 5-8-0 5-6-0 5-6-0 5-6-0 4-2-12 4-9-4 1-041 Scale = 1:70.3 5x6 = 5x6 = 3x4 = 5x6 = 3x4 = 6.00 F12 4 5 6 7 8 2x4 2x4 i 3 9 m0 2 ti 10 t it o? Io 3x8 = 17 16 15 14 13 12 3x8 = 3x8 = 3x6 = 3x4 = 3x8 = 3x4 = 3x6 = 9-" 16-4-0 23-8-0 31-" 40-0-0 9-" 7-4-0 7-4-0 7-4-0 9-0-0 Plate Offsets -1 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.65 Vert(LL) -0.32 15 > 999 M1120 249/190 TCDL 7.0 Lumbe*r Increase 1.33 BC 0.85 Vert(TL) -0.57 14-15 >827 BCLL 0.0 Rep Stress Incr YES WB 0.46 Horz(TL) 0.18 10 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/defl = 360 Weight: 203 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-9-9 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-0-7 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5-17, 7-12 REACTIONS (Ib/size) 2=1952/0-8-0, 10=1952/0-8-0 Max Horz 2=-1160oad case 5) Max Uplift 2 = -689(load case 3), 10=-689(load case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=17, 2-3=-3335, 3-4=-3068, 4-5=-2774, 5-6=-3797, 6-7=-3797, 7-8=-2774, 8-9=-3068, 9-10=-3335, 10-11=17 BOT CHORD 2-17=2925, 16-17=3657, 15-16=3657, 14-15=3961, 13-14=3657, 12-13=3657, 10-12=2925 WEBS 3-17=-206, 4-17=1006, 5-17=-1160, 5-15=376, 6-15=-261, 6-14=-261, 7-14=376, 7-12=-1160, 8-12=1006, 9-12=-206 NOTES 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 689 lb uplift at joint 2 and 689 lb uplift at joint 10. LOAD CASE(S) Standard Junaidie Budiman, FL Lic #45 1 MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.#6634 r.- AWARNINO - VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be e"!® Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bNcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult CST-88 Quality Standard, DS11-89 Bracing Specification, and HIB-91 Handling Installlnq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. MiTek® Symbols PLATE LOCATION AND ORIENTATION 13/. * Center plate on joint unless dimensions indicate otherwise, Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 For 4 x 2 orientation, locate 0 plates 1/8" from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. FORM018,019 Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FA RTH EST TO TH E LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at 14 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication, MiTeko JVI PANEL TM CLIP RANG p . HY0R0.A1rR 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. 1W I. Job, russ I russ I ype ty y Dig 732D AG1 ROOF TRUSS 1 1 15008179 Job Reference (o tional) sFebI e n ustries, nc. on un age 7-1-5 13-6-0 20-0-0 ,21-6-0i 27-5-13 i 33-5-11 i 40-M gt-0.011-0f? 1-04) 7-1-5 6-4-11 6-6-0 1-6-0 5-11-13 5-11-13 6-6-5 1-0-0 Scale = 1:71.6 5x12 II 5 4x6 6.00 12 6 4x6 3x44 7 5x6 i 3 I 5x6 3 II 3 8 5x12 = 16 7x8 — 6x8 = 4 v v 2M 1 9 10 c? IoSx10 = 3x6 = 1s 14 13 12 11 3X6 = Sx8 = 2.50 12 6-11-0 13-6-0 19-" 21-6-0 27-5-13 33-5-11 40-" 6-11-0 6-7-0 5.6-0 2-6-0 5-11-13 5-11-13 6-6-5 Plate Offsets e , LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.50 Vert(LL) 0.12 2-20 >999 MII20 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.38 Vert(TL) -0.18 2-20 >999 BCLL 0.0 Rep Stress Incr YES WB 0.79 Horz(TL) 0.03 16 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/dell = 360 Weight: 326 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-3-4 oc purlins. BOT CHORD 2 X 4 SYP No.2D 'Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 15-17 2 X 6 SYP No.2ND WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 686/0-8-0, 16 = 2444/0-4-0, 9 = 817/0-8-0 Max Horz 2=2280oad case 4) Max Uplift2 = -345(load case 4), 16=-848(load case 4), 9=-533(load case 5) Max Grav 2=721(load case 6), 16=2444(load case 1), 9=956(load case 7) FORCES (lb) - First Load Case Only TOP CHORD 1-2=30, 2-3=-1130, 3-4=256, 4-5=1365, 5-6=1019, 6-7=684, 7-8=-440, 8-9=-1082, 9-10=34 BOT CHORD 2-20=932, 19-20=823, 18-19=21, 17-18=41, 4-17=367, 16-17=-128, 15-16=-568, 13-15=103, 6-15=461, 13-14=0, 12-13=4, 11-12=862, 9-11 =865 WEBS 3-19=-211, 17-19=1058, 3-17=-1069, 4-16=-1067, 5-16=-1383, 6-16=-5811 12-15=393, 7-15=-853, 7-12=173, 8-12=-642, 8-11 =151 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail" 4) All plates are 2x4 M1120 unless otherwise indicated. 5) Gable studs spaced at 2-0-0 oc. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 345 lb uplift at joint 2, 848 Ib uplift at joint 16 and 533 lb uplift at joint 9. LOAD CASE(S) Standard Junaidie Budiman, FL Lic #45 F MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.#6634 1 WARNING - VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. s Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss - - designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® Handling Installlnq and Bracing Recommendation available from Truss Plate Institute. 5a3 D'Onofrlo Drive, Madison, WI53719. Symbols Numbering System 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, propertysecurely'seat, Ye J2 J3 J4 owner and all other interested parties.. fie„ TOP CHORDS 2. Cut members to bear tightly against eachcac other. oNWEBSQ J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate c Q O joint and embed fully, Avoid knots and wane at joint locations, plates 1/8" from outside edge of a ti truss and vertical web, o a o 4. Unless otherwise noted, locate chord splices at I/4 length(+ 6" fromCpanel adjacent joint,) This symbol indicates the BOTTOM CHORDS 5, Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MRek/Gang-Nail Joint/Plate Placement Chart. FA RTH EST TO TH E LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTeko MM TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses, 1993 Mitek Holdings, Inc. FORM018,019 MYDRD,A/R Job I russ I russ I ype ty y 15008180 DR1732D AG2 ROOF TRUSS 1 1 Job Reference (o tional) e n nc. on JunsFebIustrres, age 6-11-0 13-0-0 114-11-0 1 20-6-0 221Fi-M 1-M 6-11-0 6-7-0 1-5-0 5.7-0 1-0-0 4x8 II Scale = 1:50.5 2x4 11 6.00 12 2x4 11 5 2x4 I I 4 2x4 11 5x6 i Ll 6 7 Iv 3 5x12 = 2x4 II 3x4 4x12 11 a I 2x4 II Jxa II o 2x4 II vx42II0 2 ` 0 1502x4 11 3x4 g 2. 50 12 2x4 11 2x4 II 6- 11-0 13-5-4 1316-019-2-0 , 20-6-0 6- 11-0 6-6-4 0-0-12 5-8-0 1-4-0 Plate Offsets -4, - - LOADING ( psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.56 Vert(LL) 0.05 10 >999 - M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.48 Vert(TL) -0.12 2-10 >999 BCLL 0.0 Rep Stress Incr NO WB 0.83 Horz(TL) 0.04 9 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/defl = 360 Weight: 137 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-6-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 6- 8 2 X 6 SYP No.2ND WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 WEDGE Right: 2 X 8 SYP No.2ND REACTIONS ( lb/size) 2=689/0-8-0, 9 = 1011 /0-8-0, 6=372/0-8-0 Max Horz 2=369(load case 4) Max Uplift2=- 278(load case 4), 9=-482(load case 4), 6=-214(load case 5) Max Grav 2=689(load case 1), 9=1011(load case 1), 6=396(load case 7) FORCES (lb) - First Load Case Only TOP CHORD 1-2=15, 2-3=-933, 3-4=214, 4-5=214, 5-6=-14, 6-7=20 BOT CHORD 2-10=838, 9-10=0, 8-9=-946, 4-8=-293, 6-8=13 WEBS 3- 10=-158, 8-'(0=945, 3-8=-1040, 5-8=-397 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail" 4) Gable studs spaced at 2-0-0 oc. 5) Bearing at joint(s) 2, 9 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 278 lb uplift at joint 2, 482 lb uplift at joint 9 and 214 lb uplift at joint 6. 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 6. LOAD CASE( S) Standard Junaidie Budiman, FL Lic #45 MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.# 6634 r WARNING - Verify design parameters and READ NOTES ONTWS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design is based only upon parameters shown, and Is for on Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss - designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 iTek® Handling InstallinqandBracingRecommendationavailablefromTrussPlateInstitute, 593 D'Onofrlo Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 11/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat, 0 Q 0 For 4 x 2 orientation, locate Xplates1/8" from outside edge of otrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MiTek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing, BEARING Indicates location of joints at which bearings (supports) occur. FORM018,019 Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA HUD/FHA ICBO SBCCI WISC/DILHR GANG -NAIL 86-93, 85-75, 91-28 TCB 17.08 1591, 1329, 4922 87206, 86217, 9190 870040-N, 930013-N, 910080-N MiTek General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1, Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane o at joint locations, a 4. Unless otherwise noted, locate chord splices 0 at I14 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. TM PANEL CLIP HYOROWR 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13, Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15, Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job russ truss type ty y 15008181 C-4732D B ROOF TRUSS 1 1 Job Reference (o tional) sFebt e n ustries, nc. on un age 5-2-12 10-4-0 15-5.4 21-1-0 22-1-011_ 1 1 5.2-12 5-1-4 5-1-4 5.7-12 1-" Scale = 1:39.0 4x6 = 3 6.00 Fl2 2x4 \\ 2x4 2 4 1 5 6 Iocf 3x8 11 3x4 = 8 7 3x4 = 3x4 = 5x6 = 6-11-3 13-8-13 21-1-0 6-11-3 6-9-11 7-4-3 Plate Offsets e, - - -1 Edge],17:0-3-0,0-3-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.37 Vert(LL) -0.05 8 > 999 M1120 249/190 TCDL 7.0 Lumber,lncrease 1.33 BC 0.39 Vert(TL) -0.13 7-8 > 999 BCLL 0.0 Rep Stress Incr YES WB 0.16 Horz(TU 0.03 5 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/deft = 360 Weight: 97 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-8 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 8-10-8 oc bracing. WEBS 2 X 4 SYP No.3 WEDGE Left: 2 X 4 SYP No.3 REACTIONS (lb/size) 1=972/0-1-8,5=1076/0-8-0 Max Horz 1=-144(load case 5) Max Uplift =-377(load case 4), 5=-460(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=-1475, 2-3=-1276, 3-4=-1290, 4-5=-1493, 5-6=17 BOT CHORD 1-8 =1290, 7-8 = 908, 5-7 =1314 WEBS 2-8=-278, 3-8=439, 3-7=463, 4-7=-300 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide mechanical connection (by others) of truss to bearing plate atjoint(s) 1. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 377 lb uplift at joint 1 and 460 lb uplift at joint 5. LOAD CASE(S) Standard Junaidie Budiman, FL Lic #45 E MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.#6634 A WARNING - Ve jfy design parramsters and READ NOTES ON TB7S AND REVERSE SIDE BEFORE USE. ® Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicabilityof 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 bibcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult CST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 13/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches, Apply plates to both sides of truss and securely seat, 14 ^ F 'A" For 4 x 2 orientation, locate plates 1 /8" from outside edge of truss and vertical web, This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 x 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required 4011, continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur, FORM018,019 Numbering System J2 J3 J4 TOP CHORDS C2 c3 0 WEBS IJ50dOaUC7C BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N M MiTeke TM PANEL CLIP ciwo ® HYDRO -AIR O General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this,truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully, Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft, spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job Iruss russ type ty y 15008182 DR1732D BGAB ROOF TRUSS 1 1 Job Reference (o tionall s e l e n ustrres, nc. on un age 10-9-0 21 s-0 22-6-0I I 1-" 10-9-0 10-9-0 1-0-0 Scale = 1:39.2 4x6 = 7 2x4 I I 2x4 11 6 8 6.00 FIT 2x4 2x4 II 5 9 2x4 11 2x4 II 4 10 2x4 11 2x4 11 3 11 2 12 Yl 13Ioo, 3x4 = 22 21 20 19 - 18 17 16 15 14 3x4 - 2x4 11 2x4 11 2x4 11 2x4 I 5x6 = 2x4 I I 2x4 I 2x4 11 2x4 II 21-" 216-0 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.08 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.05 Vert(TL) 0.00 13 > 999 BCLL 0.0 Rep Stress Incr NO WB 0.07 Horz(TL) 0.00 12 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/defl = 360 Weight: 111 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.ZD 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. OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 212/21-6-0, 18 = 172/21-6-0, 19=187/21-6-0, 20=192/21-6-0, 21 = 171/21-6-0, 22 = 241 /21-6-0, 17=187/21-6-0, 16=192/21-6-0, 15 =171 /21-6-0, 14 = 241 /21-6-0, 12 = 212/21-6-0 Max Horz 2=-134(load case 5) Max Uplift2 = -65(load case 4), 19=-111(load case 4), 20=-121(load case 4), 21=-109(load case 4), 22=-143(load case 4), 17=-108(load case 5), 16=-122(load case 5), 15=-109(load case 5), 14=-142(load case 5), 12=-90(load case 5) Max Grav 2 = 212(load case 1), 18=172(load case 1), 19=193(load case 6), 20=192(load case 1), 21 = 171(load case 6), 22 = 241(load case 6), 17=193(load case 7), 16=192(load case 1), 15=171(load case 7), 14 = 241(load case 7), 12 = 212(load case 1) FORCES (lb) - First Load Case Only TOP CHORD 1-2=33, 2-3=28, 3-4=-56, 4-5=-51, 5-6=-52, 6-7=-52, 7-8=-52, 8-9=-52, 9-10=-51, 10-11 =-56, 11-12=-65, 12-13=33 BOT CHORD 2-22 =17, 21-22 =17, 20-21 =17, 19-20 =17, 18-19 =17, 17-18 =17, 16-17 =17, 15-16 =17, 14-15 =17, 12-14=17 WEBS 7-18=-132, 6-19=-147, 5-20=-151, 4-21 =-137, 3-22=-184, 8-17=-147, 9-16=-151, 10-15=-137, 11-14=-184 NOTES 11 Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail" 4) Gable requires continuous bottom chord bearing. - 5) Gable studs spaced at 2-0-0 oc. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 65 lb uplift at joint 2, 111 lb uplift at joint 19, 121 lb uplift at joint 20, 109 lb uplift at joint 21, 143 lb uplift at joint 22, 108 lb uplift at joint 17, 122 lb uplift at joint 16, 109 lb uplift at joint 15, 142 lb uplift at joint 14 and 90 lb uplift at joint 12. LOAD CASE(S) Standard Junaidie Budiman, FL Lic #45 61 MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.#6634 i it. AWARNING - VerVy design parameters and READ NOTES ONTMS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for on Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss - -- - rdesgner. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the respon siblllty 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, DSB-89 Bracing Speclflcatlon, and HIB-91 Handling Installinq and Bracing Recommondatlon available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, W 163719. MiTek® r; Symbols PLATE LOCATION AND ORIENTATION 1 3/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. All For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang=Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. FORM018,019 Indicates location of joints at which bearings (supports) occur, Numbering System J2 J3 J4 TOP CHORDS c2 c3 WEBS J5 o 0 U O a dti u VO a ca c7 C6 BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTH EST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA HUD/FHA ICBO SBCCI WISC/DILHR 86-93, 85-75, 91-28 TCB 17.08 1591, 1329, 4922 87206, 86217, 9190 870040-N, 930013-N, 910080-N No[ MiTek" OM TM PANEL CLIP a--L ® HYDRO,AIR O General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at I14 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13, Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised In handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job Truss Truss ype ty y r 15008183 DRU732D CG ROOF TRUSS 1 1 1%5 Job Reference (o tionaq C sFebi e n ustries, nc. on un age r -1-0-0 6-11-0 13-10-0 14-10-0 1-0-0 6-11-0 6-11-0 1-0-0 Scale = 1:26.7 4x6 = 3 2x4 I 2x4 11 6.00 Fl2 2x4 11 zxa II 6 0 2 2x4 I 5x6 = 2x4 II 4 M 2x4 II 2x4 II o? 5 Io 2.50 12 3x4 = 3x4 = 6-11-0 13-10-0 6-11-0 6-11-0 Plate Offsets ): 1 1 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.70 Vert(LL) -0.04 6 > 999 M1120 249/190 TCDL 7.0 Lumber, Increase 1.33 BC 0.34 Vert(TL) -0.12 2-6 > 999 BCLL 0.0 Rep Stress Incr NO WB 0.16 Horz(TL) 0.04 4 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/deft = 360 Weight: 57 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-8-7 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 722/0-8-0, 4 = 722/0-8-0 Max Horz 2=-93(load case 5) Max Uplift2 = -321 (load case 4), 4=-321(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=15, 2-3=-1057, 3-4=-1057, 4-5=15 BOT CHORD 2-6=950, 4-6=950 WEBS 3-6=519 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail" 4) Gable studs spaced at 2-0-0 oc. 5) Bearing at joint(s) 2, 4 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 321 lb uplift at joint 2 and 321 lb uplift at joint 4. LOAD CASE(S) Standard Junaidie Budiman, FL Lie #45 f MiTek Industries, Inc. 14515 North Outer Forty D6v Suite 300 Chesterfield, MO, 63017 FL Cert.#6634 wARNINO - Verm design panarneters and READ NOTES ON TBIS AND REVERSE SIDE BEFORE USE. nowvow ® 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 literal support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility at the erector. Additional permanent bilacing of the overall structure Is the responsibility of the building designer. For general guidance regarding labrlaation, quality control, storage, delivery, erection and bracing, consu8 OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® Handling Installinq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrb Drive, Madison, WI53719. Symbols Numbering System 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 the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. Ye J2 J3 J4 owner and all other interested parties.. 8 TOP CHORDS 2. Cut members to bear tightly against eachcsother, cc WEBS J5 3. Place plates on each face of truss at each ForFor 4 x 2 orientation, locate Q joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of c O X at joint locations, truss and vertical web. o a o 4. Unless otherwise noted, locate chord splices at I /4 length(+ 6" fromC8C, C6 panel 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, 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection, PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 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" unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur, stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer, 15. Care should be exercised in handling, PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORMO1B4O79 onroo-Hain HYDRMAIRO o russ russ ype ty y 15008184 DFj,1732D J ROOF TRUSS 14 1 Job Reference to tional) s e I e n ustnes, nc. onJun age 1- 0-0 7-0-0 1- 0-0 7-M 3 Scale = 1:20.5 6. 00 12 2 1 4 2x4 = 7- 0-0 7- 0-0 LOADING ( psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.58 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.16 Vert(TL) -0.24 1 >69 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code - FBC2001 Matrix) 1 st LC LL Min I/defl = 360 Weight: 24 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS ( lb/size) 3 = 233/Mechanical, 2=425/0-8-0, 4 = 66/Mechanical Max Horz 2=225(load case 5) - Max Uplift 3=-230(load case 5), 2=-127(load case 4) FORCES ( lb) - First Load Case Only TOP CHORD 1-2=35,2-3=87 BOT CHORD 2-4=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 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 230 lb uplift at joint 3 and 127 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, FL Lic #45 61 MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.#6634 AWARNING - VerW design parameters and READ NOTES ON IBIS AND REVERSE SIDE BEFORE USE. Design valid for use only with Maek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss -- designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bibcing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consulf CST-88 Quality Standard, DSB-89 Bracing Spect icatlon, and HIS-91 MiTek® HandlingInstallingandBracingRecommendationavailablefromTrussPlateInstitute, 583 D'Onofrlo Drive, Madison, WI53719. Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure t0 FOIIOW Could Cause Property t'/. * Center plate on joint unless Damage Or Personal Injury dimensions indicate otherwise. Dimensions are in inches, Apply 1, Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties,. 4 TOP CHORDS 2. Cut members to bear tightly against eachcsc other, O Q WEBS J5 3, Place plates on each face of truss at each For 4 x 2 orientation, locate o Q joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of c a y is_ o at joint locations. truss and vertical web. a o 4, Unless otherwise noted, locate chords lacesp at I14 length(+ 6" frompanel adjacent joint,) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication, JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. Mi! MiTeke FORM018,019 TM PANEL CLIPHYDRO- AIR 0 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection, 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13, Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses, 1993 Mitek Holdings, Inc. Job russ I russ Type ty y 15008185 D 1732D K ROOF TRUSS 4 1 Job Reference (o tional) sFebf e Industries, nc. on un age 1 0 0 5-0-0 3 Scale: 3/4"=1' 6.00 12 A N 2 1 4 2x4 = 5-0-0 5-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.28 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.08 Vert(TL) -0.08 1 > 210 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 360 Weight: 18 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.ZD BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3=155/Mechanical, 2=336/0-8-0, 4 = 46/Mechanical Max Horz 2=164(load case 5) Max Uplift 3 = - 161 (load case 5), 2=-119(load case 4) FORCES IV - First Load Case Only TOP CHORD 1-2=35, 2-3=58 BOT CHORD 2-4=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.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 161 lb uplift at joint 3 and 119 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, FL Lic #45 61 MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.#6634 e WARMNO - VerVy design parameters and READ DOTES ONTMS AND REVERSE SIDE BEFORE USE. — Design valid to, use only with MITek connector:. This deslan Is based only upon Darameters shown, and Is lot an Individual building component to be Instoma and 109909 YeIl"lly, ARR1199PIMY 91 doogn Fiawmetels and proper Incorporation of component Is responsibility of ounaing aesrgner - not truss designer. Bracing shown Is for lateral support of Individual web members only. Addltional temporary bracing 10 Insure s1o61111y &ilna 866111ULr1!1811 k 1h@ responsibility of the erector. Additional permanent bating 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-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'onofrla Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 13/' *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. A„ 'A" 0 For 4 x 2 orientation, locate 0 plates 1/8" from outside edge of otrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MiTek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. 401ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/ DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur, MiTek® fie® FORM018, 019 vtk7p® HYDRO - AIR Genera! Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at I14 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. o russ Truss Type ty y HORTON 15008186 DR1732D L ROOF TRUSS 4 1 Job Reference (o tiona) sFebI e Industries, nc. on un age 1-0-0 3-" Scale = 1:10.3 6.00 12 2 1 4 r 2x4 _ 3-" 3-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.11 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.21) TOP CHORD Sheathed or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3 = 69/Mechanical, 2=254/0-8-0, 4 = 26/Mechanical Max Horz 2=103(load case 5) Max Uplift3=-91(load case 5), 2=-118(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=35, 2-3=-62 BOT CHORD 2-4=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL= 1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 91 lb uplift at joint 3 and 118 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, FL Lic #45 61 MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.#6634 AWARMNO - V*Wy design parameters and READ NOTES ON THIS AND REVERSE SWE BEFORE USE. Design void for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss ITSdesigner. 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 brbrcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DS11-89 Bracing Specification, and HIB-91 MiTek® Handling Installing and Bracing Recommendation availablefrom Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI 53719. Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3 4 * Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise, Dimensions are in inches. Apply 1, Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2, Cut members to bear tightly against each ca c other, a:3, WEBS JS Place plates on each face of truss at each For 4 x 2 orientation, locate o Q joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of c a o at joint locations, truss and vertical web. a o 4. Unless otherwise noted, locate chord splices at /4 length(+ 6" fromC8C, panel adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWEST JOINT MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40 11 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTeko FORM018,019 O MYDRD,A/R O 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. ob Truss Truss Type ty y 15008187DF777321) M ROOF TRUSS 4 1 Job Reference (o tionaq s e i e n ustries, nc. on Jun age 3 1-M 1-M Scale = 1:5.9 6.00 12 2 T 0 4 1-0-0 2x4 = 1-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.08 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(TL) -0.01 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 360 Weight: 5 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3 = - 1 7/Mechanical, 2=179/0-8-0, 4 = 9/Mechanical Max Horz 2 = 55(load case 4) Max Uplift3=-23(load case 5, 2=-119(load case 4) Max Grav 3=28(load case 4), 2=179(load case 1), 4=9(load case 1) FORCES (lb) - First Load Case Only TOP CHORD 1-2=34, 2-3=-43 BOT CHORD 2-4=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h = 18ft; TCDL = 4.2psf; BCDL = 5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 23 lb uplift at joint 3 and 119 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, FL Lic #45 61 MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.96634 WARNING - VerVy design parameters and READ NOTES ON TBTS AND REVERSE SIDE BEFORE USE. Design valid for use only with MI1ek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be IMM Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not puss 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 brbrcing of the overall structure Is the responsibility of the building designer. For general guidance regarding lobrkation, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® Handling Installing and Bracing Recommendationavailablefrom Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI 53719. Symbols PLATE LOCATION AND ORIENTATION 13/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 1/ 1, 0 a"'*For 0 4 x 2 orientation, locate L) plates/e" from outside edge of otrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required Irwele continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTek® FORM0i18,019 ""`^16 ^""'-0 . HYORO,A/R® General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Er joint and embed fully. Avoid knots and wane o at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at I/4 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication, IllIIIIII PANEL TM CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator, General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses, 1993 Mitek Holdings, Inc. Job Truss Truss Type Qty Ply D R HORTON 3 15008188 DR " 32D S ROOF TRUSS 2 1 Job Reference (optional) ACCU-SPAN-DH, LONGWOOD, FL 5.000 s Feb 6 2003 MiTek Industries, Inc. Mon Jun 09 14:34:14 2003 Page 1-5-0 5-2-5 9-10-13i 1-5-0 5-2-5 4-8-7 4 1:20.2I.,Scale d 4.24 12 3x4 3 2 8 1 2x4 II 7 6 5 3x4 = 2x4 = 5-2-5 9-10-13 5-2-5 4-8-7 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.49 Vert(LL) 0.04 6-7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.42 Vert(TL) -0.08 6-7 >999 BCLL 0.0 Rep Stress Incr NO WB 0.38 Horz(TL) 0.01 5 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 360 Weight: 42 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D' TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 9-7-15 oc bracing. WEBS 2 X 4 SYP. No.3 REACTIONS (lb/size) 4=312/Mechanical, 2=515/0-11-5, 5=426/Mechanical Max Horz2=280(load case 2) Max Uplif14=-277(load case 5), 2=-192(load case 2), 5=-138(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-8=29, 2-8=29, 2-3=-935, 3-4=76 BOT CHORD 2-7=854, 6-7=854, 5-6=0 WEBS 3-7=167, 3-6=-931 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 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 277 lb uplift at joint 4, 192 lb uplift at joint 2 and 138 lb uplift at joint 5. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-8=-74.0 Trapezoidal Loads (plf) Vert: 8=0.04o-4=-183.1, 2=-1.7-to-5=-49.5 Junaidie Budiman, FL Lic #45 61 MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 FL Cert.#6634 AWARNINO - Ver(jy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design void for use only with MITek connectors. This design is based only upon parameters shown, and Is for an Individual building component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Addtional temporary bracing to Insure stability during construction Is the responsiblllty of the erector. Additional permanent brmcing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, election and bracing, consult CST-88 Quality Standard, DSB-159 Bracing Specification, and HIB-91 MiTek® Handling Installinq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 13/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 Q 0 For 4 x 2 orientation, locate Xplates1/8" from outside edge of otrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 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 dirrrension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. 400" ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. El MiTek® FORM018,019 General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1, Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully, Avoid knots and wane o at joint locations, a 4. Unless otherwise noted, locate chord splices 0 at 1/4 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. TM PANEL CLIP I HYDRO -AIR 0 ' 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. W /; 1 A Jo* Truss Truss Type Qty Ply D R HORTON 15008189 DF*32D A2 ROOF TRUSS 2 1 TT Job Reference (optional) ACCU-SPAN-DH, LONGWOOD, FL, TIM 5.100 s May 30 2003 MiTek Industries, Inc. Mon Jun 09 10:53:11 2003 Page i1-0-o 7-1-5 13-2-0 20-M 121-6-0, 27-5-13 33-5-11 40-" 41-0-0 1-M 7-1-5 6-0-11 6-10-0 1.6-0 5-11-13 5-11-13 6-6-5 Scale = 1:71.5 5x6 = 5 4x6 -- 6. 00 Fl2 6 4x6 i 3x4 4 7 5x6 5x6 3 8 5xl2 = 16 5xl2 — 6x8 = O Te 0 o i t 2 9 10 IT a o 3x6 = 19 18 14 13 12 11 3x6 = 3x4 = 2x4 11 2x4 I I 5x8 = 2x4 11 6-11-0 13-2-0 19-M 21-6-0 27-5-13 33-5-11 40-M 6-11-0 6-3-0 5-10-0 2-6-0 5-11-13 5-11-13 6-6-5 Plate Offsets X,Y : 3:0-3-0,0-3-0 , 8:0-3-0,0-3-0 , 12:0-4-0,0-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.52 Vert(LL) 0.08 2-19 >999 360 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.34 Vert(TL) -0.06 1 >299 180 BCLL 0.0 Rep Stress Incr YES WB 0.94 Horz(TL) 0.03 16 n/a n/a BCDL 10.0 Code FBC2001/ANS195 Matrix) Weight: 253lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-3-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 15-17 2 X 6 SYP No.2ND WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 16=2432/0-4-0, 9=823/0-8-0, 2=693/0-8-0 Max Horz2=-229(load case 5) Max Upliftl 6=-841 (load case 4), 9=-540(load case 5), 2=-349(load case 4) Max Grav16=2432(load case 1), 9=961(load case 7), 2=724(load case 6) FORCES (lb) - First Load Case Only TOP CHORD 1-2=35, 2-3=-781, 3-4=-115, 4-5=1338, 5-6=993, 6-7=657, 7-8=-452, 8-9=-1094, 9-10=34 BOT CHORD 17-18=45, 4-17=440, 16-17=77, 15-16=-547, 13-15=103, 6-15=463, 13-14=0, 12-13=4, 11-12=873, 9-11=877, 2-19=592, 18-19=10 WEBS 3-19=-346, 3-17=-608, 4-16=-1225, 5-16=-1392, 6-16=-560,12-15=408, 7-15=-841, 7-12=164, 8-12=-641, 8-11 =1 51, 17-19=784 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; Category 11; Exp B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide mechanical connection (by others) of truss to bearing plate capable ofwithstanding 841 lb uplift at joint 16, 540 lb uplift at joint 9 and 349 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, FL Lic #45 l61 MiTek Industries, Inc. 14515 North Outer Forty Drive Suite 900 Ghestefeld, MO, b3017 FL Cert.#6634 0001=" INIIIIIIIIIIII Ver{jy design parameters and READ NOTES ON TIM AND REVERSE SIDE BEFORE USE. WARNING Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown is lot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction H 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, DSB-89 Bracing Specification, and HIS-91 MiTek® Handling Installlnq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI $3719. Symbols PLATE LOCATION AND ORIENTATION 13/. *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches, Apply plates to both sides of truss and securely seat. 0 0 For 4 x 2 orientation, locate plates/8" from outside edge of otrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. Numbering system J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE Fop tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur, MiTek® General safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties., 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each cr joint and embed fully. Avoid knots and wane o at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at I14 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. TM 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. v•" FORM018,019 —G ^'°'-L ® HYORO,A'rR CONCRETE OP CAULK BETWEEN ONE BY WOOD CANONRY QPENING WOOD BUCK 6 BUCK BY OTHERS f BY OTHEPS S. OTHERS OPENING I BY OTHEP.; CAULK BETWEEN IWINDOWFLANGE L V000 BUCK \ a C' 1 / 1-(/4" MIN. EMBEDMENT INSTALLATION ANCMQR. 3/16' Dla. TAPCON STUCCO / OTHERS SHIM RE0'D. BY 1/4' MAX. SEE NOTES) PERINETCR CAULK BY. OTHERS FLANGE TYPE WINDOW FRAME. HEADER RIGID VINYL GLAZING BEAD—/ TTP.) GLASS DW h , ,—(TYP.) (SEE NOTES) B.V. I-I/a• MIN. BUCK WIDTH) EN BE Dt,ENT INSTALLATION ANCHOR —I QNE BY WOOD 3/16' DIA. TAPCON tlJl` D BUCK BY OTHERS — SHIM AS REO'. RIGID VINYL t/4" MAX. ScGLAZINGBEAD 'E NOTES) TYP.) GLASS TYPJ(SEE NOTES) FLANGE TYPE WINDOW FRAME JAMB CAULK BETWEEN WINDOW FLANGE PERIMETERaWOODBUCK, CAULK BY OTHERS V.V. WINDOW WIDTH) E.H. SUCK CAULK BETWEEN CAULK BETWEEN WINDOW HEIGHT) WOOD BUCK 8 HAS'T..OPENINGFLANGELPRECASTSILL V/ VULKEM 116 ADHESIVE BY OTHERS CAULK, OR APRV•°. _ SECTION B-8 FLANGE TYPE PERIMETER WINDOW FRAME CAULK SILL BY OTHERS T 9 W.W. ECA$T SILL — a c /( _ BY OTHERS A /'- B CNOTES: SECTION A -A I) SHIM AS P.EO'O, AT EACH INSTALLATION ANCHOR. MAX. ALLC`N.:eLE 1— SHIM STACK TO BE 1/4-. D 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. / 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO ACHIEVE / MIN. EMBEDMENT OF 1-1/4- INTO MASONRY OR CONCRETE. 4) USE SILICOTZED ACRYLIC CAULK BEHIND WINDOW FLANGE A: 1E.0 V JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH `I VULKEM 116 ADHESIVE CAULK OR APPROVED ECual. 5) USE SiUCONI ZED ACRYLIC CAULK FOP, PERIMETER SEAL ARCUNG \•I HExTER:GR OF WINDOW FL .NGE. Y (— — 6) IF EXACT w1N00w SIZE IS NOT LISTED IN ANCHOR CHART, u<_-: ANCHOR QUANTITY USTED WITH NEXT LARGER SIZE. FOP APPROPRATE DESIGN PRE_:URE REO'0. / 7) GLASS THICKNESS MAY VARY PER THE PEOUIREMENTS OF ASim /A E1300 GLASS CHARTS. 8) LETTER CESIGNATIONS ON THE TAPCON LOrAiION CHART INOIC. , WHERE iA=CON ANCHORS ARE TO BE 'N TAL WHEN U-,.M: EXTERIO.. ELEVATION AS A KEY 9) ALL FAC PY a PLIEO '-.OLES NOT CESIGNA OR TA=CCN ANCHOR SHOULD BF FIL-ED wITM S'- Sr P„W_ C_ S)"=.CE, _ TO PROW!'_ MIN / IN MPE M. N' N Nr00 6UCF. 10) FLORIDA ZXTRVD ..,J S I. _N<, PRINi A_iC >= IE OP. n,:, /1^1) SCFIE3 S,NG'__ HUNG I.. /; `\ I 10 / I` SiPJr _ r - . I — X `i CONCRETE OR MASONRY OPENING BY OTHERS HERS c O v TAPCON LOCATION CHART CALL BUCK ILOCATIONS IN HEAD LOCATIONS IN JAMB SIZE SIZE 30P5% TO 40P;; 41 Pv TO 70PSF 130PV TO 40PSr 41 Ps TO 70P9X 12 18 1/e X 25 8 e F,G F.G 13 18 1/3 x 37 3/8 6 e F,0 F,G 14 18 1/a X 49 5/1 8 e F.G FG 145 18 1/6 x 55 1/4 6 B F.G F,G 15 18 1/2 X 62 6 e F,G F,G la X 718BBt7181/8 x 83 FG FG.JK I1-12 15 1/2 X 25 8 e F,C 1M3 25 1/2 x 37 3/8 8 8 F.G F,C IHa 25 1/2 X 49 5/e 8 8 Fr F,C,H) 1H45 25 1/2 x 55 1/4 6 E F,C FC,nJ IH5 25 1/2 X 62 8 e F.G F,C,HJ IH6 25 1/2 x 71 B B F,0 F,GHJ IH7 25 1/2 X 83 6 B F,G,J,K F,G.J k 70 1/2 . 25 29 1/2 x 25 6 6 30 1/2 < 38 ]/8 29 1/2 x 37 3/8 8 B F.G F.G 30 1/2 4 50 S/E 29 I/2 X 49 5/a e B F,C F,G.HI 30 12 56 1/4 29 1/7 X 55 1/4 6 6 F.G F,G.HJ 30 1/; 63 29 1/2 X 62 8 6 F.G F,G,HI 30 1/2 < 72 29 1/2 X 71 8 6 FG,M.1 F•G HI 30 1/284 29 1/2 X 83 e B F,G.J,K F.G,J,K 22 36 X2S 23 36 x n 3/6 B 9 F.0 F,G 24 36 x 49 5/6 e E F,G F•G.HI 245 36 x 55 1/4 8 e F.G F.G,H.I 25 36 x 62 6 B F,GJI.1 F,G.HI 26 36 X 71 8 F,G.M,1 O.E.F,OHI 27 36 X 83 B B F.G,J.K F,G.H,I,JK 42 x 25 41 x 25 c t• 42 . )E 3/e 41 x 37 3/e B e F.G F,GHI 42 50 5/8 a1 x 49 5/8 B 9 F.G F,G.nI 42 . S6 1/4 41 X 55 ./. e F,G.M.I F,G,M,1 42 . 63 u x 62 B 8 FG,M.I O.E.F,GH.1 42 . 72 41 x 71 8 F,G.M.1 O.E,F,GH,1 42 . 84 4I X 83 8 8 F.G.JK F,G,nI,J.K 4a 47` x 25 B of 0 nb 3/3 37 3/S A,C F,C F,GHI 49 . 50 5/5 7 X 49 5/3 E AC F.G F,G.HJ 15 56 I/4 47 z 55 1/a 6 A,C F.G,HJ FC HI 43 63 u X 62 B AC FG•H,I O.E,F.G.MI 4a x 72 a7 X 7i 6 A,C F.CHI O.E.F.GHI 48 _ 7 X 83 p 4 r F K 0 F C!! l ! 32 5241/8 X 25 a A,C F.G F,G 33 51 1/e x 37 3/8 E A. F.c FG.HI 34 51 7/8 X 49 5/H a AC f,G,MI F,G.MI 3;5 52 Ve X 55 1/4 B AC F.GH,I G:HI 5 52 I/8 X 62 52. t/e x 7, aa A,CA.0 F,G,M,I FG. I 3637 i3 t/3 K 63 A,C F.G.J.K I 37 SIZE N07 AIAILaBLE IN 1000 CR 1500 SERIES. O.E.f.r, MI O.E,F,GM,I aO.E.F,f.,J.F. J.K..g m t $^" 0— FLORIDA EXTRUDERSI:ROF F oia TITLE .1NS7 4 7 1 _N 1 DP ',vv 3Y.APPROVED BY. SHEATHING BY OTHERS 8 (NSTAILATION ANCHOR SCREW (TYP.) EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS FIN FRAME HEADER VINIOV HE EXTERIOR PERIMETER CAULK BY OTHERS EXTERIOR FINISH — BY OTHEPS B INSTALLATION ANCHOR SCREW (TYP.) SHEATHING BY OTHERS I' MINBIGHT 1 11A;. 48 INSTALLATION CAULK BEHIND FIN f SHIn SAAC( ANCHOR SCREW (TrP.) SHIH qS REO'D. I TWO BY FRAMING BY OTHERSTWOBYBUILD DOWN BY OTHERS SEE NOTES) CAULK BEHIND FIN FIN FRAME JAMB NOTES: SHIM AS REO'D. 1) SHIM AS REO-D. ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD BEARING SEE NOTES) SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4-. GLAZING (TYP. 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. SEE NOTES) 1/P MAX. 3) USE SILICONIZED ACRYLIC CAUL( BEHIND WINDOW FIN AT HEAD. SILL & JAMBS. 1' MIN SPACE 4) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF O(BC9ENISMIH WINDOW FRAME. 5) CLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 CLASS CHARTS. SINGLE GLA2ING 5 SHOWN. INSULATING CLASS IS ALSO OUAlIF1ED. SHEATHING 6) SCREW ANCHORS AT HEAD. SILL & JAM13S SHOULD BE /8 SCREWS OF SUFFICIENT BY OTHERS LTH. TO PROVIDE MIN. 1 IN. MIN. EMBEDMENT INTO WOOD FRAME. PLACE /8 SCREW ANCHORS 6- FROM CORNERS AND 24' O.C. MAX. EXTERIOR 7) BUILD DOWN AROUND CURVED PRTION OF WINDOW FRAME TO BE ENGINEERED BY EXTCR10R FINISHOTHERS. BUILD DOWN MUST BE OF SUFFICIENT STRENGTH TO AOEOUATELY BY OTHERSTRANSFERLOADFROMWINDOWTOTHESTRUCTURE. 8) FLORIDA EXTRUDERS 1000 SERIES DESIGNER WINDOW SHOWN. THIS PRINT ALSO APPLIES TO FLORIDA EXTRUDERS 1750 SERIES &, 2000 SERIES. PERIMETER CAULKVIBiM 9) ELEVATIONS SHOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO LIMIT USE OF— WIHrov BY OTHERS THIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE WOO. 1750. & 2000 SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS. SECTION B'B10) WINDOW UNIT CAN ALSO BE MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR REOUIREMENTS. GLAZING <TYP. SEE NOTES) FIN FRAME SILL SHIM AS REO'D. — SEE NOTES) / i L lir ux. SHIN SPACE EXTERIOR ELEVATION 91 ETHERS CAULK BCH;ND FIN :l' I(i•llwV • I' MIN. ,. xJ n9EDr4Nt— Q9u'' SEC I i(ON A -A r wT w IT EXTERIOR ELEVATION RNATINAL. INCFLORIDAEXTRUDERSISAFORDOFLORIDA TITLE: FIN INSTALLATION DETAIL DESIGNER FIXED wINDOw 1000, 1750, & 2000 SERIES DRAWN BY: B B , APPROVED BY: DATE:02/14/02 ISC.ALE INTS IDWC: FLEX0037 ONE BY BUCK BY OTHERS CAULKLANGEi iSHEATING OV - pLyVCCD (TYP.) .'. BY OTHERS EXTERIOR FINISH j BY OTHERS tJ 7ffPERIMETERCAULK BY OTHERS SHIM AS REO'D -- SEE NOTES) VINDOV FRAME HEAD EXTERIOR WINDOW FRAME - SILL PERIMETER CAULK BY OTHERS IEXTERIORFINISH BY OTHERS GLAZING (TYP. SEE NOTES) SHIM AS REO'D SEE NOTES) CAULK BETWEEN WINDOW FLANGE QLONEBYWOOD BUCK CAULK EETVCEN WOOD BUCK I. MASONRY OPENING BY OTHERS CONCRETE OR MASONRY Sr CIION A. —A BY OTHCRS INSTALLATION ANCHOR 1-3/8MIN. IIID SCREW fuBEOMfNT BUCK WIDTH 1/4 MAX. SHIM SPACE BUILD . DOWN CAULK BETWEEN BY OTHERS ALSOAPPLIESNOTES. TO SILL) 1) SHIM AS REO'O. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. TWO BY FRAMING BY OTHERS - TWO BY BUCK t : CI7HCRETE . BY OTHERS 1 ALLOWABLE SHIM STACK TO BE 1/4". 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3 8- MN 3) TAPCON INSTALLATION ANCHORS AT SILL MUST BE OF SUFFICIENT LTH. TO ACHIEVE 1- / I SHIM AS REO D EMBEDMENT MIN. EMBEDMENT OF 1-1/4" INTO MASONRY OR CONCRETE. .flO INSTALLATION ' (SEE NOTES) INSTALLATION ANCHOR a SCREW SCREWSATHEADkJAMBSMUSTBEOFSUFFICIENTLENGTHTOACHIEVE11/8" - 1N- -BU MIN. EMBEDMENT INTO WOOD FRAMING AND BUILD DOWN WHERE REQUIRED. e s$ INSTALLATION ANCHORS &-SCREWS TO BE PLACED 6 IN. FROM CORNERS & 21 IN, a d s O. C.-MAX WINDOW FRAME ' {ALN..K <BETWEEN ? 4) USE SILICONCED ACRYLIC CAULK BEHIND WINOOw FLANGE AT HEAD, SILL Q[ JAN85 JAMB / s VINDOV,fI.ANGE a 5) USE SK.ICONQEDACRYLIC CAULK fOR-PERIMETER SEAL AROUND. EXTERIOR Of x ,,as i 1UDODaBUCKE WINDOW FLANGE. 1/ 4" MAX. 6) CLASS THICKNESS MAY VARY PER THE REOUIREHIEMS OF ASTM E7300 GLA55 SE£ NOTES) SHIM SPACE CHARTS.SINGLE GLAZING IS SHOWN, INSULATING GLASS IS M-50 QUAJFLEO:. 7) BUILD DOWN AROUND CURVED PORTION OF WINDOW LnWAE'TO: BE ENGINEERED OTHERS. BUILD DOWN MUST BE OF SUFFICIENT STRENGTH TOADEOUATELY- TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. 8) FLORIDA EXTRUDERS 1000 SERIES DESIGNER WINDOW SHOWN. THIS PRIM ALSO APPLES TO FLORIDA EXTRUDERS 1750 -SERIES k 2000 SERIES. :CONCRETE sOR .`'. 9) ELEVATIONS SHOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO LIMIT USE OF - - ;;MASONRYirii THISPRODUCTTOTHESETWOCONFIGURATIONS. THIS SHEET APPLIES TO ALL PERIMETER CAULK,BY QTHCRS '..h CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1000. 1750. h 2000 BY OTHERS _ f SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS. 10) WINDOW UNIT CAN ALSO BE MULLED TO OTHER UNITS USING ALUMINUM TUBE WINDOW WIDTH MULLION. SEE MULLION INSTALLATION SHEETS FOR REOUIREMENTS. EXTERIOR FINISH Y: SECTION B-B : BY OTHERS WINDOW WIDTH BUCK WINDOW WIOTH HEIGHT - A A SHIM MAXSEXTERIOR ELEVATION v I I- I /<- MIfJ411NTR. L j` f7.ORI1.3A B. O. A. F. EMBEDMENT ONEBY W Qj7' AAC TMERC'- NAM: N 1 Y-1i( r X f < BUCK ETGTHItiTHCR<_ +.. 1 (., 1MASTERFHE IIJS iAll4i1=•` AAlC:1GP. ;-r. ,• 1/Io' DIA 14eCON HEIGHT B A EXTERIOR ELEVATION FLORIDA EXTRUDERS'" SANE INTERNATIONAL, FLORIDATITLE: FLANGE INSTALLATION DETAIL V/ FRAME BUILD DOVN DESIGNER. FIXED WINDOW 1000, 1750, 8 2000 SERIES. DRAWN BY: BB APPROVED BY: DATE:02/ 12/02 SCALE:NTS IDWG.: FLEX0036 I SHIM AS RE'O'D SHEATHING cSEE NOTES) BY OTHERS CAULK BETWEEN DOOR. FLANGE B. SHEATHING STUCCO _J OR SIDING BY OTHERS PERIMETER CAULK BY OTHERS o /off nTYAZEA5 SLIDING GLASS DOOR FRAME SILL INSTALLATION ANCHOR r8 SCREW TWO BY WOOD BY OTHERS VI 1/4' MAX, SHIM SPACE 1-1/8' MIN. EMBEDMENT SLIDING GLASS DOOR FRAME HEAD TEMPERED GLASS (TYP.) DOOR HEIGHT D DOOR WIDTH /4' MAX. SHIM SHALL TWO By WOOD 1-1/8 MIN, BY OTHERS EMBEDMENT SLIDING GLASS ppOP. FRAME JAMB SLIDING GLASS DOOR HOOK STRIPSHIMASREO'D. SEE NOTES) INSTALLATION ANCHOR a8 SCREW TEMPERED GLASS CAULK BETWEENcTYP.) DOOR, FLANGE a SHEATHING PERIMETER --- SHEATHING \ CAULK BY BY OTHERS TEMPERED GLASS — OTHERS STUCCO (T YP.) OR SIDING BY OTHERS SLIDING GLASS DOOR INTERLOCK SECTION B—B A 11 A •t- I ,I EMBEDMENT EXTERIQR) LFVA i ION d - 1-I/4' MIN. 2 PANEL DCGP S-10'-N LTHE RALLT APPLY ) CAULKING UNDER SILL OR SET SILL IN BED — !NSIALLAT:CN ANCHOR OF CONrRri_ ?/:5' [= TaFCON I //b _. S C T F3 ? 2002 INSTALLATION ANCHOR c2 SCREW TWO By WOOD BY OTHERS CAULK BETWEEN HOOK STRIP L SHEATHING I-I/B' MIK EMBEDMENT SHEATHING — BY OTHERS STUCCO OR SIDING BY OTHERS HOOK STRIP DETAIL Ili DOOR MATERIAL ALUMINUM ALLOT 6063, 21 99 INSTALLATION SCRCVS MJST 3£ OF SUFFICIENT LENGTH TO ACHIEVE MIT. EMBEDMENTOF1-I/6' INTO W00l), TAPCON TYPC INSTALLATION ANCHORS AT SILL MUST BE OF SUFFICIENT LENGTH TO ACHIEVE MIN. CMBCDMEMT OF 1-1/4' INTO MASONRY OR CONCRETE. INSTALLATION ANCHOR CHART ON BACK OF THIS SHEET. USE SILICONIZED ACRYLIC CAULK BEHIND DOOR FLANGE AT HCAD L JAMBS. 5) USE SLCON TLZEDACR IC CAIAK FOR PERIMETER SZAL ARUYI D EXTERIOR OF DOOR,. 6) IF EXACT DOOR SIZE IS HOT LISTED IN ANCHOR. CHART. USE ANCHOR OUANTItT LISTED WITH NEXT LARGER SIZE. FOR TNC APPRC RIATE DESIGN PRESSURE REO'0. 7) FOR POCKET 000'<' SIZES USE CLOSEST BYPASS DOOR SIZE L CONFIGURATION TO FINSHED O'EMING PLACE INSTALLATION ANCHORS. IN FRONT OF HOOK. STRIP AS SHOWN. 0) GLASS THICKNESS MAY VARY PER REQUIREMENTS OF ASTM C1300 GLASS CHARTS. 9) DOOR UNIT IS APPROVED USING TEMPERED GLASS IN SINGLE GLAZED OR INSULATING GLASS. 10) JAMB / SILL COPMCRS ARE TO 9E SCALED WITH A SMALL JOINT SEAM $EALEP. SHIM AS REO'D. A EA. SET OF INSTALLATION ANCHORS. MAX. ALLOWABLE SHIM STAG[ TO BE I/ . 12) ALL 1 STALLATICN ;MCMORS MUST BE MADE OF CORROSION RESISTANT MATEP!ALS- 1)) WNCRE 'X• REPRESENIS MOVING PANEL AND 9' REPRESENTS FIXED PANEL APPROVED CONFIGURATION: ARE AS LISTED ON ANCHOR C—RI ON BACK OF TNIS SHEET. 1.) HOT ALL CONFIGURATIONS LISTED ABOVE ARE SNOW- ON tMIS DRAWING. HOWEVER INSTALLATIONSECTIONS 'A -A'. '9-9' L HOOK Si RIP DETA!L APPLY TO INSTALLATION OF ALL APPROVED CONE GUP.ATIONS. 15) FLORIDA EX TRUDCRS 1000 SERIES SLIDING CO ASS DOOR IS SNOVN. THIS PRINT ALSO APPLIES TO 2000 SERIES a D 500 SERIES. P.EVI DESCRIPTION DATE i ICII L O P, I PS sar, FoR;', FL. DAENiEXTRUDERS TITLE: SLIDING, GLASS DOOR INSTALLATION WITH PQ SCREWS DRAWN BY: BB APPROVED BY: j DATE: 12/17/01, SCALE: NTS ID'IrG ,='i=:(7S?i ;i_I •CF r 1000 r,W./cESEG!I_4SILL (TYP.) e X VA SELF TAFPiNG SMS TUS= MU_LiGh SEALANT EETVEEN WINDOW FL.4VGES- 1 S MULLI`UN SEAL ANT BZ:TWEFJil u \-42 X 3/4 SELF WINDOW FLANGES . TAPPINGG SMSLMULLIONF00SY,. SEALANT ECTVEEY WINDOW FLANGES SECTION A -A 11 i i FPJLLION rLOGO F.V./DESIGNER 1 SILL. (TYF.) i 42 X -3/4 SELF TAPPING SMS l-; X 2 7/15 X 1/E TUBE MULLION SEALANT EETV£EN WIN:2V FLANGES- S MULLION k0 X 3/4 SELF TAPPING SMS SEALANT SETVEEN T CTiOi'•! L -~, (31 WINDOW FLAAYC£S - 6 MULLION I - '^GO F,W.i DES!GNEr SEALANT 5'cTVEEN SELL (TYP., `: G+CGJ FLANGES E APPiN;] S`.S nnl-=--l(if7 uDL r.:iv_ELiN IOu2 'JDE iGNE.. SILL (TYP.i tiR X 3/a SEi.F TAPPING SMS i X G X 3.1E TUEEMULLI_N I7 TYPICAL MULLION TO CONCREE C JAM° HT APPLIESTOJAMSWHERE1 ` X 4" 4. 2" X 4" TUSE !.!ULLICNS ARE USED; Q ! CONCRETE CR MASDNR': \ ;t L BY OTHERS II 1 ONE BY WOOD —,- I BUCK( PY OTY.EP,SQ CENTRAL vg y' 7I7.ORIDA pB$. 0. A F. s9 X 3/4 SELF M A ATUFA .l S CJYd.ER1\jUfE 1 . lODCS.P. TAPPING SMS 1pit9li l/a HEAL MO.) 62:L,?jL,4 >X iRvDERS SECTK); d A —A i2; MAST.FUR FH..I—wI000 P.V./DESIG;iER 1 7NSTA_ AT, IOPiANC - 3/16' DdA TAPCON SC<E`J ANCHCP CT7F.• EaERNAL MULLION INSTALLATION CLIP SILL ( TYP.) 1 02 X 3/4 SELF 1000 P.W./DESIG`i ,cz I QI — TAPPING SMS I SILL MP.) 1Xci. i- X 3/0 TU? E MULLiO` 1 1/4' ENT T -!2 X 3/4 S i EM3Eci EI T i APPiNGSN,$ iA\ j 17_ SEALANT BET`«EEN FLANCE - K0 X 3/4 SELF 100C S.H. TAPPING SMS MEAD ( TYP.) SECT! 0N A. -A L` r-- 1CG0 F.'•'./DESIGNER j SI'_L (TYP.) X 3/4 S'cLFTAPPING M`, X 4 X 3/C r n : — 1i'JLL ri*,,_'_iG:` X 4 X 3/8 TUBE MULLION' AFF: NE 4SE S NTERNATIONA. L, INC FLORIDA EXTRUDERSISANFORD, FLORIDA W.-__iON ELEV.A i i\ ViE'IIED FROM EX7c=1GR 4 TITLE: ^ i nnc, _ JTl`•J.- fi crr- _,Jr\iic. HL E I aWNC EY:. AP?RO'rED 9Y DR r.sTc SC,1fF: D'NG. h J.. 3CL SH G4L <I Yf.) X c X 1/P 10p0 S.H. TUBE MU-1-i MN X ?/2 SELF A. NG SNs SEALANT EET'r_EN d1NTW FLANGES . L MULL±GN c X 1-±J2 SELF TAPPINC SMS SECTION A —A; 1 r-I X27/15X1/2 TUBE MULLION C7G S H ±^OS.H. JAMB < TYPJ JAMB <TYP.) RS x 1/2 SELF TAPE: SMS SEALANT FETW£EN WINDOV FLANGES i kLLLI N ti- K2 X 1-I/2 SELF TAPPING SNS SECTIO\ A —A (,5) i x 4 X i/C TUBE M'JLLIL'NJGF. 1a.n`-vv; 1 Ii= S _ L 4 - i x. 2 x 2/2 TUH YLi1 + TP.NTE X Ii2 SE' TAPPING SMS T S£ALA:IT'BETWE Y:. Nt VF_4N ES XULL174 2 X 4 X 3/E i: 2 Y. 1-1/2 SELF TUBE 1iJLLi': TAPPINSMS . S- CTMN' A —A (2; X 2 7/15 x. 3/a 100i S . 1 , C TUEE NUi_LiUN JAMB <TYPJ E ' X 1/2 SELF TAPPING SMS Ir G: VE BY idaoQ D TAI_ Euci< Ey OTHEiS 1 c 1 1/4' NIN, BY OTk.ES EMBEDMENTI S X 112 SELF TAPPING _.- S SEALANT EETVEEN aEXi-1/2 SEL= VINDOW FLANGES ISSLANT22ETWcENTAPriNGSMSVINr G`d FLANGES a MULLION G - 1 / AEI t_\.. i ! f'1 / -- TAPPING SMS i. Sr :,nr _h f i mot x •/ ' --; ——.— INSTALLATION AN! !uR 3/I6' Z.:!A TAPCON SCREW ANCi;'GR (TY=: EXTERNAL MU'lLION j INS Ta LA.Ti:3N CLIP 1 TYPi<AL MU+LION TO CONCRETE 6 HW, APY- iJESTO H AO & SILL .WHERE 1" X 4 LL= 2' X ?USE MULLIONS ARE USEC) DETAIL 1 r-INSTALL-ATIGN AND-IOR 3/ IE' _-IA. TAPCGN SCREV AN*,UR <TYFJ SILL CLIP Q 7 I/d' Mid. BY CTHERS f X; 1 fa4Y GI i:T n A 1 R A'L•EITI,n,NALa=.1i.. . .[sr'S=NRGi.i)IFEL) TUK MULLID` i p ? ,SJ'. trfii roll J I Ste' I y't.... tX1=R Crc TA.•,.ter FLORIDA EXTRUDERS INTERNATIONALI DA U SA7` iFORD, FLONC RIDA TITLE: 101r, 1 c: u- ') FOR 6 :, f7r. r. - ! nRAw- N F P?P20VED BY: 5 1 iI M 1 OAt E PRODUCT CONTROL NOTICE Or Al Prenidor Entry Systems 911 E. Jeferson, P.O. Box 76 Pitt burgh ,KS 66762 NIIAKI-DADE COUNTY. FLORI' METRO-DADE FLAGLER BUILDI: BIJILDINC CODE COMPLIANCE OFF] METRO-DADE FI.AGI.rR 13UILDI 140 wrm, ri-Ac nt s-rum r, surd's I MIAMI, I-LORIDA 33130.1 EPTANCE (305)375-2901 FAX (305)375 CIONTILVICOR LICENSING SECCI 303) 373.2527 FAX (305) 373-: 303) 373.2966 VAN (303) 373-. Pltouut: r CONTHO I. DIVIS 305) 375-2902 VAX (305) 372a Your application for Notice of Acceptance (NOA) of: Enti rgy 6-8 S-W/E Inswing GIaze-d Double w/sidelites Residential Steal DoorunderChapterdoftheCodeofMiami -Dade County governing the use of Alternate Materials and Types Construction, and completely described herein, leas been recommended for acceptance by the Miami -Da( County Building Code Compliance OFtice (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure I product or material at any time from a jobsite or manufacturer's plant for quality control testing. If I product or material fails to perform in the approved manner, BCCO may revoke; modify, or suspend use of such product or material inimediately. BCCO reserves the right to revoke this approval, if i, determined by BCCO that this product or material fails to meet the requirements of the South Flor Buildin, Ccde. The expense of such testing will b:: incurred by the manufacturer, c" ACCEPTANCE NO.: 01-0314.2i EXPIRES: 04102/2006 Raul twanguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW cotmti mr.,C Th Co s application for Product Approval has been reviewed by the BCCO and approved by the Buildi le and Product Review Committee to be used in Miami -Dade County, Florida under the conditions h above. APPROVED: 06I05/200i Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Coil) I)liance Oi'IiC 2. 2, dor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED : JUN 0 5 2001 EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE: Sl'F,CIFIC CONDITIONS SCOPE 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. PRODUCT DESCRIPTION The Series Entergy 6-8 S-W!E Insiving Clazed Double Residential Insulated Steel Doors Sidelites- and its components shallbe constructed in strict compliance with the folio% documents: Drawing No 31-1028-EW-I, Sheets 1 through 6 of 6, titled "Premdor (Entergy Br. Double Door with Sidelites in Wood Frames with Bumper Threshold (Inswing)," preoarec manufacturer, dated 7/29/97 with revision C dated 01/11/00, bearing the Miami -Dade Co, Product Control approval stamp with the Notice of Acceptance number and approval date by Miami - Dade County Product Control Division, These documents shall hereinafter be referred t the approved drawings. LIMITATIONS 1 This approval applies to single unit applications of pair of doors and single door only, as shown i approved drawings. Sir.-(c door units shall include all components described in the active leaf o this approval. 2 Unit shall be installed only at locations protected by a canopy or overhang such that the angle between the edge of canopy or overhang to sill is'lcss than 45 degrees. Unless unit is installed.ir non - habitable areas where the unit and the area are designed to accept water infiltration. INSTALLATION The residential insulated steel door and its components shall be installed in strict compliance wit the approved drawings. Hurricane protection system (shutters): the installation of this unit will require a hur6 Diotection systcrr,. LABELING 1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved BUILDING PERMIT.REQUIREINIENTS 1 Application for building per shall be accompanied by copies of the following: 6. 1.1 This Notice of Acceptance 6. 1,2 Duplicate copies of tllc approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installatio 6. 1.3 Any other documents required by the Building Official or the South Florida Building Co, SFBC) in order to properly cvaluatc the installation of this system. Manu Pcrcz, P.E. Product C loro Exam: Product Control Division 2. 3. 4. 5. 0 7. S 9. dor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED • JUN 0 5 ZQG EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS Renewal of this Acceptance (approval) shall be considered after a renewal application has been fi and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 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. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. C. If the Acceptance holder has not; complied with all the requirements of this acceptar including the correct installation of'the product. d. The engineer who originally prepared, signed and sealed the required documentation initi; submitted, is no longer practicing the engineering profession. Any revision or change in the materials, use, and/or manufacture of the proddct or process shall automatically because for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fce)and granted by this office. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. - Misuse of this Acceptance as an dndorscmcnt of any product, for sales, advertising or other purposes. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. if any portion of the Notice of Acceptance is displayed-, then it shall be done in its entirety. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. Failure to comply with any section of this Acceptance shall be cause for terinination and removal Acceptance. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEP"'ANCL: Manu Perez, P.E.; Product Contr scam Produ 'ntrol Division Glazed Units COP-WL-MAOIOO.02 IBERGLASS DOORS nasonile Internalion, 6'8" Height — Inswing 2'0" TV X 2'8" COP-WL-MA0141-02 02-0419.08 52.0 NO 2'10" (Application Filed) 3'0" 316" Not Listed Not Listed — JJWJ t t t r.t t r t 2'8" + 1'0" 2'8" + 1'2" 2'10" + 1'0" 02-0419,08 2'10" + 1'2" COP-WL-MA0143-02 (Application Filed) 52.0 NO TO" + 1'0" 3'0" + 1'2" 1'0" + 2'8" + IT 1'0" + 2'10" + 17 0, OX, NO 17 + 2'8" + 1'2" I j 1'0"+2'8"+IT i'G" - 3'0" + 1'0" 02-0419.08 1'2" + 2'10" + 1'2" COP-WL-MA0144-02 (Application Filed) 52.0 NO 17' + 3'0" + 12" 2'6" + 2'6" + TV 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 37 + 3'0" + 3'0" 2'8" + 2'8" i2'8" + 2'8" 02-0419.08 2'10" + 2'10" COP-WL-MA0142-02 (Application Filed) 52.0 NO ` X , OXXO 3'0" + 3'0" I 2'6" + 2'8" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" + 2'8" 02-0419.08 2'l0" + 2-10" + 2'10" + 2'1 W COP-WL-MA0145-02 (Application Filed) 52.0 NO 3'0" + 3'0" + TO" + 3'0" Not s. 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.masonile.com) or from the technical center. 1Installation 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 buiildings and other structures). National, state or local bui'ding codes specify the edition required. Masonite In:erna:ional structural, cyclic, air, water, forced entry/or impact testing Is done in accordance with Miami -Dade BCCO protocol PA201, A-02 & PA2!3:. O akcraff ARiEK" n,A. .nTNY 000AS h.q.,.+N fe rb"GvrD" tCi9.>002 Ow Masonite International CorporationOtononu^p pnpla,n of p;v[I nlprorM[nl m11ts fpcotiol ns, Cespn )nU D•aCucl aclarl: ul,jcp 10 eh]nge Wrortut notice. COP-WL•MA0100.07 FIBERGLASS DOORS Glazed Units 6'8" Height — Outswing TV _ 02-0418.03 2'8" COP-WL-MA0161-02 (Application Filed) 55.0 NO 2'10" TO" 3'6" Not Listed Not Listed - = Multiplesr.[ r DIP Rating impact 2'8" + 1'0" 2'8" + IT" i_ t —21—J' + 1'0" 02-0418.03 I 2'10" + 1'2" COP-WL-MA0163-02 Application Filed) 55.0 NO J.C. 3'0" + 17 IT + 2'8" + 1'0" 1'0" + 2'10" + 1'0" X0, OX. OXO 17 + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 02-0418.03 1'2" + 2'10" + 17 COP-WL-MA0164-02 Application filed) 55.0 NO 1'2" + 3'0" + 1'2" 26'r26 -26i Illli 2'8" + 2'8" + 2'2- i2:1C" + .' 10" + 2' 1G" 3'0" + 3'0" + 3'0" 2'8" + 2'8" 2'8" + 2'8" 02-0418.03 2'10" + 2'10" COP-WL-MA0162-C2 Application Filed) 55.0 NO 3'0" + 3'0" OXXO TV + 2'8" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" + 2'8" 02-0418,03 2'10" + 2'10" + 2'10" + 2'10" COP-WL-MAO165-02 Application Filed) 55.0 NO TO" + TO" + 3'0" + TO" i 1. Dcicr a, rangements using fewer panels than wh2! is shot^ n in the above chart also comply under the product approvals shown. 2. Agembly details are available from the Masoni;s Warnstional website (www.masonite.com) or from the technical center. 3. In! tallation 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 Ioc2tion is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. MaIsonite International structural, cyclic, air, water, forced entry/or impact testing is done In accordance with Miaml-Dade BCCO protocol PA201, PA202 & PA203. Oak ra t AR K,. 1 .I1 ...:: AI I., I AY•UO OHS N"n-T.u.•tFOr[4n Fnv U.::: dy r K 2002 Oat :awnu-:q O.oglain of prOC4d }oDIWWIC,d mi4s soecSCCHrons. arvOn ana prg9.a d'U' t0 Ching, v,ithOpt I`JI,cr. Masonite International Corporatior. Units COP-WL-MA0100-02° I B I= RC LASS DOORS 8'0" Height — Inswing 2'0" 2'6" 02-0423.01 2'8" COP-WL-MA0146-02 (Application Filed) 40.0 NO 2.10„ 3'0" 3'6" Not Listed Not Listed — Arrangement r , r I I.1• i U• Rating III. • 2'8" + 17 2'8" + 1'2" 210" + 1'0" 02-0423.01 2'10" + 1'2" COP-WL-MA0148-02 (Application Filed) 40.0 NO To" +1T t or + 1'2" r 2'10" + 1'0" OX, E111XO 17 + 2'8" + 17' 1'O" + 2'8" + 1'D" 1'0" + TO" + IV' 02-0423.01 17' + 2'10" + 1'2" COP-WL-MAD149-02 (Application Filed) 40.0 NO 17'+TO" +1'2" TV + 2V + 2'6" 2'8" + TV + 2'8" 210" + 2'10' + 210" j5'u' + TO" + 3'0" 2'8" + 2:8" 02-0423.01 210" + 2:10" _ COP-WL-MA0147-02 (Application Filed) 40.0 NO X , DUO 3'0" + TO" 2'6" + 2'8" + 2'6" + 2'6" TV + 2'8" + TV + 2'8" 02-0423.01 2'10" + 2'10" + 210" + 210" COP-WL-MA0150-02 (Application Filed) 40.0 NO TO" + TO" + TO" + TO" Notts: 1. Door arrangements us;rg fewer panels thar. what is shown in the above chart also comply under the product approvals shown. 2. As3embly detai!5 are available from. the Masonite frternalional website (www.masonite.com) or from the technical center. s. In iaaation instructions are available from the tv'asonre International website (www-masonite.com) or from the technical center. iAc Lai cesion pressure requirement for a spaci9c cuild!ng design & geographlc location is determined by ASCE 7 (Minimum design loads forbul!dings and other structures). National, state or local builaing codes specify the edition required. 5. Masonite International structural, cyclic, air, waver, Iorced entry/or impact testing is done In accordance with Miami -Dade BCCO protocol PA201, PA202 & PAM. O ,kcraff ARTEK" f C..tvf•r.r, tea." IIhI-M 1..\<.S I: N'1'hY f>CI[lt.S Ne..-i.. e...J.O..C.., E^vl Dons. rov 1a..,' I arc; ;n ct ora,lct m.porcnrmr:v co,r,e pules spc:F::::a•s, usq.:: s ;t>;:a Mason ite International Corporation t i Units OX, OXO OXXO 2'0" 2'6" 2'8" 2'10" 3'0" 3'6" 1 1 2'8" + 1'0" 2'8" + 17 2'10" + 1'0" 2'10" + 1'2" 3'0" + 17 3'0" + 17 1'0" + 2'8" + 17 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 17 + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 17 + 2'10" + 17 17 + 37 + 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" 2'8" + 2'8" 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" + 3'0" Gur-WL-IVIHUIUU-uc : FIBERGLASS DOORS 8'0" Height — Outswing 02-0423.03 COP-WL-MA0166-02 (Application Filed) 47.0 Not Listed Not Listed — 02-0423.03 COP-WL-MA0168-02 (Application Filed) 47.0 NO NO 02-0423.03 COP-WL-MA0169-02 I (Application Fled) 47.0 NO 02-0423.03 COP-WL-MA0167-02 (Application Filed) 47.0 NO 02-0423.03 COP-WL-MA0170-02 I (Application Filed) 47.0 NO Notes: 1. Doior arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. As details are available from the Masonite International website (www.mason ite.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. Ac{ual 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. Malsonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201 • PA202 & PA203. Oakcraff AR EK'" F 1111:"(:I.AS<FW'I ItY D00— i..w..d F_"." Envy Deer Anti I9, i001 I oonhnyinp program of Dtodua menl makes SD Kica ions, design and DrM tt7DrDetaiSg10changewdhoutnote. m o.. Masonite International Corporation ue Units COP-WL-MA0100.02 _; <. FIBERGLASS DOORS 6'8" Height — Inswing X 20" COP-WL-MA0101-02 01-1031.01 76.0 NO 2'6" 2'8" 2'10" 3'0" 3'6" Not Listed Not Listed X0, OX, OXO uIliples r 2'8" + 17 r r COP-WL-MA0103-02 r.r• • i 02-0109.10 Application Filed) i r 55.0 r. NO 2'8" + 1'2" 210" + 1'D" 2'10" + 17 3'0" + 17 37 + 17 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" + 17 1'2" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" X, OXXO 2'8" + 2'8" COP-WL-MA0102-02 02-0109.10 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0105-02 02-0109.10 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" + 3'0" Not s: 1. Dgor 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. Adtual 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 k raft AR EK" T poi+ I9. 7,001 ow comp a n oo am o o oe n movrmm makes specdinians, aes gn "a o1oo1a Masonite International Corporation oma suoiea m cnanp< w mw nmat ue Units IBERGLASS DOORS 6'8" Height — Outswing X 2'0" COP-WL-MA0121-02 01-1031.02 76.0 NO 2'6" 2'8" 2'10" TO" 3'6" Not Listed Not Listed IMIM I.t• i 02-0109.09 Application Filed) DP Baling 55.0 Impact Rated NO T OX, OXO i Multiples (width) 2'8" + 1'0" Masonite International COP-WL-MA0123-02 2'8" + 1'2" 2'10" + 17 2'10" + 17 3'0" + 1'0" 3'0" + 1'2" 17 + 2'8" + 1'0" COP-WL-MA0124-02 02-0109.09 Application Filed) 55.0 NO 1'0" + 2'10" + 17 12" + 2'8" + 1'2" 1'0" + 2'8" + 17 1'0" + 37 + 1'0" 1'2" + 2'10" + 17 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" + 37 + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0122-02 02-0109.09 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0125-02 02-0109.09 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" + 3'0" Notes: 1. DiDr 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 bu IIdings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade 8CCO protocol PA201, PA202 & PA203. Oak aft AR k EK" "m F'.—Gti-s' F;N"1'NVFDooki r" T- Fa e.. furry Dow, PRC.l / Ou• Ap,W 29. 2002 our Cdln0 program of woduC+ immurement makes S"C&Egeons. desrynn andoroauMasoniteInternationalCorporationma-1 S'Dim 10 CnanW wanom 001KC COP-WL-MA0100-02 IBERGLASS DOORS que Units 8'0" Height — Inswing 2'0" COP-WL-MA0106-02 02-0109.08 Application Filed) 70.0 NO 2'6" 2'8" 2'10" TO" 3'6" Not Listed Not Listed — 1' r• 1 02-0109.08 Application Filed) 55.0 1 1 NO 0, OX, OXO 1 1 2'8" + 1'0" 1 1 COP-WL-MA0108-02 2'8" + 1'2" 2'10" + 1'0" 2'10" + 17 TO" + 1'0" TO" + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0109-02 02-0109.08 Application Filed) 55.0 NO 1'0" + 2' 10" + 1'0" 17 + 2'8" + 1.2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 1'2" + 2'10" + 17 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" + TO" + 3'0" X OXXO 2'8" + 2'8" i COP-WL-MA0107-02 02-0109.08 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" TO" + TO" 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" + 210" 37 + TO" + 37 + TO" Notes: 1. Donor arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. As$embly details are available from the Masonite International website (www.mason ite.com) or from the technical center. 3. InsItallation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Ac;ual 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, PAk2 & PA203. Ok I. •r.in raff Ee. <I f:NfNV nOONC AR 4 EK'" Nu,-T••uM F;..l,u Envy Oao•, r.' IAUYIVn.Ir./i. r. luf.rly I NFtI11:N(i}.A1ti Apra 29.2002 iVt d 5 0ni te I n t er n a t io n a l C o r p o r a I 1 000,, COnnnu-n0 program 01 pr00uC1 unD, Menl makes spfCil talgns. oes.gn an0 U,00uC1 d'U, subjed 10 Change w11h0U1 n012e. FIBERGLASS DOORS ue Units 8'0" Height — Outswing X 2'0" COP-WL-MA0126-02 02-0109.07 Application Filed) 70.0 NO 2.6" 2'8" 2'10" 3'0" 3'6" Not Listed Not Listed Arrangement Multiples t 2'8" + 1'0" rMiami-Dade COP-WL-MA0128-02 r 02-0109.07 Application Filed) r 55.0 NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 17 3'0" + 1'0" 37 + 17 0, OX, OXO 1'0" + 2'8" + 1'0" COP-WL-MA0129-02 02-0109.07 Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 17' 17 + 2'8" + IT IT + 3'0" + IT" 12" + 2'10" + 1'2" 1'2" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 37 X OXXO 2'8" + 2'8" COP-WL-MA0127-02 02-0109.07 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0130-02 02-0109.07 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for bulildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. Oak raff AR 0 EW ht Nl_N(i II .:N I'.V 0=S IawFT..v,W F.-,.. tour Donn Apra 29. 2b02 Our comm—g program of prod,ct impror mt mAn specifications. dtsign and productdetailSuptecltpgungewnfttnnotice. Masonite international Corporation 6 TYR. 1 TYR 6'8" UNIT 8r0" UNIT 13-15/16' 17-1/8' MAXIMUM ON CENTER T;YP. CountMinimumFastener 6 per vertical framing member 2 per horizontal framing member Hinge and strike plates require two 2-1/2" longi screws per location. i Rough Opening 1 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 (ANSUBHMA At 56.2) cylindrical and deadlock hardware be installed. UNITS COVERED BY COP DOCUMENT 3146 or 3166 Compliance requires that 8" GRADE 1 (ANSI/BHMA At56.16) surface bolts: be installed on latch side of active door panel — (1) at topand (1) at bottom. Notes: 1. AnFhor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include #8 and #10 wood screws or 3/16" Tapcons. 2. ThI 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-/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and EICO Dade Country ap rovals respectively, each with minimum 1-1/4" embedment. 3. Wiod bucks by others, must be anchored properly to transfer loads to the structure. April 29, 2002 0...,e o•". . Our conhnum9 program of Drodun -drovcmcnt makes soecercaians, Des'gn and:D'OduC1 delad suDlect to change wift.j notice. XO or OX ' ' "' Unit ' r SINGLE DOOR WITH 1 SIDELITE 3- I HP 6- CL TYP.:•- TYP. TYP. l / 1 1 1 6'8" UNIT 8'0" UNIT 13-15/16- 17-1/8' MAXIMUM ON CENTER TYP. t 6 per vertical framing member 7 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. outAoughOpening I Width of door unit plus 1/2" Height of door unit plus 1/4" Latcf ing Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. Note 1. An cor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners anatljzed for this unit include #8 and #10 wood screws or 3/16''Tapcons. 2. The,Wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NDS for southern pine lumber with a side member thickness of 1- 1/ " 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. Wogd bucks by others, must be anchored properly to transfer loads to the structure. Awd 29 .32 Masonite International Corporation Ow com: ,.:; „o,an, u n,woo ,a•e.e,reor moves suent,cm,aa. oespn Ane x, xuoOetml sugiect 10 cNnge .nnom nonce. Unit SINGLE DOOR WITH 2 SIDELITES 6' 3 6' TYP. TYP. CL TYP. TYP. 1 11 11 1 11 Il 1 TYP. 6'8" UNIT 87 UNIT 13-15/16' 17-1/8' MAXIMUM ON CENTER TYP- L I li li 1 li II I~ f I t f t f f f f t t r 6 per vertical framing member 11 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. Rough 1 1 1 Width of door unit plus 1/2" Height of door unit plus 1/4" i Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. Note 1. An hor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include #8 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NDS for southern pine lumber with a side member thickness of 1.1I/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. Wo d bucks by others, must be anchored properly to transfer loads to the structure. Apr1129.2002 Masonite International Corporation Pa co.....w,.u1 ',Wm V , +cmem macs <un:.uC"'m I I I ac>.Ua a.C'l,uVaucl oel].i sublccl 10 w.iboulr0cc. ox, o r 1 1 1 1 Unit ' DOUBLE DOOR WITH 2 SIDELITES Tyt 3' 6. CL P. TYP. ( TYP. TYP. i l i TYR r6'r UNIT 8'0' UNIT 13-15/16' 17-1/8" MAXIMUM ON CENTER TYP. Z rZ= oZs t i t t t t i t i t t t t t t t i wiliffarrmll r RoughOpening (RO 6 per vertical framing member Width of door unit plus 1/2" 16 perllhorizontal framing member Height of door unit plus 1/4" Hinge andistrike plates require two 2-1/2" long screws per location. Latching Hardware: CorTlpliance requires that GRADE 3 or better (ANSI/BHMA At56.2) cylindrical and deadlock hardware be installed. UNITS COVERED BY COP DOCUMENT 3147 or 3167 Compliance requires that 8" GRADE 1 (ANSI/BHMA At56.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Noted: 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 k8 and #10 wood screws or 3/16" Tapcons. 2. The ood 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 app lovals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. E.rlu lr rly Iron April 29. 202 Masonite International CorporaEion Ow continuni0 poglam of dloducl nndlovemml makeS Somf-Wl. desron anddiod,o detail Suble(I to (nanQe 10011 noble X Glaz d Inswing Unit r FIBERGLASS DOORS APPROVED ARRANGEMENT: 71" 111 ao0 # '' i j r Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Double Door Maximum unit size = 6T x 6'8' Design Pressure 52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national, state or local building codes specify the edition required. MINI UM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0002-02 and MAD-WL-MA0041-02. MINI UM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 G ASS: 1 /2 00 00 00 00 00 D00 00 100 Series 133, 135 Series 136 Series 822 Series HJJ: i 00 00 00 004 00 00 05 Series 106. 160 Series' 129 Series' 12 R/L, 23 RILi 24 R/L 107 Series' 108 Series 304 Series Series' This glais kit may also be useb In the following dbbr style: Eyebrow5-panel with scroll. ARTraffAR' EW 1'c. r u r c.l Na' DOOM Nun-i..mr.a fa,..Na. Erwi D—n, April 29, 2002 Our Conllnulno Oroggm of orodutl eno—e.enl makes Spn,fiCa gnS. deS,gn and Droducl deUil SUDIecl 1. change w.Ihovi nonce RC.I / E.<lu.relr Iroin Masonite International Corporation Gla$ed Inswing Unit cor•wA•ma0142•02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 LASS: FULL GLASS: 0 0 y} 4D4 Series 410 Series 109 Series 114, 120. 122 152 Series 149 Series 300 Series Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, 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. PROS UCT 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 O k raft AR EW W —1 la a .l F-1.1 "I'S 1: t I"1',I)IrIN No,.T,.wrea i-0e.r•u c.", Do April 29. 2002 O"I conun Ong pfng of prpdua mprolement makes spmifiOtbnS. despn and productdetail5,Dect to change without nonce. Masonite International Corporation XQ or OX Gla ed Inswing Unit APPI;OVED ARRANGEMENT: IBERGLASS DOORS Note: i 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 61" 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 tqr a specific building design and geographic location is determined by ASCE 7-national, state or local building codes specify the edition required. MINI UM 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. APP OVED DOOR STYLES: 1/4 GLASS: tom ® 000000 00 00 00 00 100 series 133. 135 Series 136 Series 822 Series 1/2 GLASS: n F1 UH N 00 00 00 00 00 00 05 Series 106. 160 Series' 129 Series' 12 R0.. 23 R/L'. 24 R/L 107 Series' 108 Series 304 Series Series' This gla. s So may also be used in the following door style: Eyebrow 5-01nel with scroll O . k raft AR k EK" .. PREM Apnl 29, Z002 Mason ite International Corporation ov' Conlm in;, aroy'on' of D,m.ci m,a,o em nl notes soecalcirNn$, O,S.gn d'+o Y0, 1 ac s woiea m cn,ue -now noire 0 or • COP-WL-MA0143-02 d Inswing Unit FIBERGLASS DOORS APP OVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 00 00 404 Seriesri 410 Series 109 Series 114, 120. 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: o a D 0 1 9 Series 200 Series 12R, 12L. 23R, 23L. 450 Series 152 Series 149 Series 109 Series 120. 122 Series 300 Series 24R. 24L Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed. of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab:, filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRO )UCT 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 ARk EW April 29) 2002 Our C ,,1 . g Dr00rim 01 DlOOutl D10-1 makes SriwtiUlions, acs,On and Drn0uci j",ia S',:,ien l0 cnanpe w hw m.ce _ Masonite International Corporation OX0 Gla ed Inswing Unit APPI ARRANGEMENT: COP•WL•MA0194.02 IBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Single Door with 2 Sidelites Maximum unit size = 97 x 6'8' Design Pressure 52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national, state or local building codes specify the edition required - M O i kr 0 1n 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. MINI UM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0004-02. APP OVED DOOR STYLES: 1/4 LASS: ao 00 00 00 00 00 100 Series 133, 135 Series 136 Series 822 Series 1/2 LASS: qa o0 n ° C 00 00 00 00 00 105 Series 106, 160 Series' 129 Series' 12 R/L. 23 Rh, 24 RrL 107 Series' 108 Series 304 Series Series' Thls glass kit may also be used in the following door style: Eyebrow 5-panel with scroll. U Ok raft AR EW 1 `IULNI:L A.\1 LN1'Nl' U()<)It.l Wen-T..urtE rpwruu Envr Oao.. M Y f wrnVGr./rii..e Apnl 29.20,02 Om connnll., no w.tr om of woaoa mrvo emem mpkcz sbecnaal ons. arson mo rorl., M as o n i t e I n t e r n a t i o n a l C or p or a ti o n IM., suoito io cNnoe wnhout notice. COP-WL•MA0144.02 _' d Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 LASS: FULL GLASS: I ' 00 00 404 Series 410 Series 109 Series 114, 120. 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: iv i 9 Series 200 Series 12R, 12L, 23R, 23L. 450 Series 152 Series 149 Series 109 Series 120, 122 Series 300 Series 24R, 24L Series CERI IFIED TEST REPORTS: CTLA-805*2 1 Certifying Engineer and License Number: Ramesh Patel, P.EJ20224 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 slabi 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 k q.l AR EK" IIUIN .L•\11 LN'E 121'U()IJNS Non-T...—Env, Dow+ April 29120D2 Out Co-li nwng program of MOW imorovernenl makes soCCifiCalions, design and oroducl devil suo{eo to change .anon nonce. Masonite International Corporation OXx0 G1 ed Inswing Unit APP IBERGLASS DOORS ARRANGEMENT: 1 i Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8"- Double Door with 2 Sidelites Maximum unit size = 12'0' x 68' Design Pressure 52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements (for a specific building design and geographic location Is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0005-02 or MAD-WL-MA0008-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0005-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 ao 00 00 00 00 100 Series 133, 135 Series 136 Series 822 Series 1/2 GLASS: n 0 00 00 00 00 00 00 00 105 Series 106. 160 Series' 129 Series' 12 R/L, 23 R/L. 24 R/L 107 Series' 108 Series 304 Series Series' This gl ss it may also De used in the following door style: Eyebrow 5-panel will, scroll. 0 k"W AR-k EK'" (.(1_......oT L111 Lx(L A\\ Lr.N"I"KY Doo N\ Nonte.w..eE4wN+1.EnvyD— Ap.i129. 2002 roasonite International Corporation Ouf 6uniif wing oiogNm ul plow implpycmcnl malts Sgw%11 g05, OcAn A V199 l 6e11,1 1uh,1111. Ch 91 -h0ut COP-WL-MA0145-02 d Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: el 0 404 Series 410 Series 109 Series 114. 120, 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: 77 a o a o 19 Series 200 Series 12R, 12L, 23R, 23L, 450 Series 152 Series 149 Series 109 Series 120, 122 Series 300 Series 24R, 24L Series CER IFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite'surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 01k raff AR EK'- nu. x,:Cn s CI IMI'U n>K, rao...h.w.a re.•p.,. bw, Doo., ADril 2912002 Ou, conenwnp o,ogram or nrooun morovemem mates Wcit arrons. design and 010ouC1 oeUd 5,61eCl 10 Change without notice. i F..I•,,. e,y Iron Masonite International Corporation Glared Inswing Unit j l APF ED ARRANGEMENT: 8'0" FIBERGLASS DOORS i Vote: Jnits of other sizes are covered by this eport as long as the panels used do not xceed 3'0" x 8'0". Double Door Maximum unit size = 6T 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 aspecific building design and geographic location is determined by ASCE 7-national. state or local buildingcodes 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: am o0 00 822 Series 1/2 1 LASS: O.ak raft AREK" 111{LN 1,AN1 LN'1'M \'•UUUNs T..fur.a fa.rEl... Envr Donn April 29, ow conl.hwng 2002 Di Dgtam DI DtOd-11 MDrdrPrnent W%Cs WCiliCA'Ons. design and D'Oducl detail sugieu to Change wonom nonce. a 108 Series simi.el, t,nm Masonite International Corporation Glared Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULLGLASS: i. 0 870 Series 852 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miarni-bade 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 litelsurround. 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). af 5 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak nil PREMva::(.// ;., ° Masonite International Corporation raft 1. al AR k EW r.,..Y..r...erc. ..E..,,,0 April29.2002 Our ConllnY,ngpUgram of prDdutl anDrovemeol makes Spnilitilgns. design and Droducl Mail wDlect to change withal polite X or OX tl r: l Gla ed Inswing Unit r 810" FIBERGLASS DOORS ED ARRANGEMENT: Note: Units of other sizes are covered by this report as long as the panels used do not exceed',3'0" x 8'0". Single Door with 1 Sidelite Maximum unit size = 6'0" x 8T Design Pressure 40.0/-40.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national. state or local building codes specify the edition required. i MI IMUM 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. MI IMUM INSTALLATION DETAIL: j Compliance requires that minimum installation details have been followed — see MID-WL-MA0003-02. APPROVED DOOR STYLES: 1/4 GLASS: 1 /2 DAD oa o'a 822 Series i LLJ as 404 Series 108 Series Oak raff ARk EK'' I'I11 I'A lN.4CS li N'1'MY,"n, 3 N T..e...aF.p e—Ee Donn Apot29.2002 Out co>'unu^o oloelam of moaua mmo.emfm mates soecnrcma^s. ocvo^ am monuu oe1n.1 s,olco m cnanot -now woc, f ..Ivfir ely I.om Maionite International Corporation XQ or OX t f t Gla ed Inswing Unit r 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 810 Series 300 Series APPROVED SIDELITE STYLES: 450 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -'Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite'Isurround. Frame constructed of wood with an extruded aluminum threshold. PRO DUCT 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' I'IULN ;LASS LH-I'N t'`Vt)()NS—.T..e,..e rp..r.n E—y bow+ April 2. 2002 Our com hang program D1 Dropun -D—e-1 mAk,S SptD12a1gn5, designand p,.ft I Dead su ieb to change wn W nW-, M aconite International Corporation i ou O 0 ' t t t Gla ed Inswing Unit r 810" FIBERGLASS DOORS APPROVED ARRANGEMENT: O O LW x 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 = 97 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 reguirements'd1or a specific building design and geographic location is determined by ASCE 7-national, state or local building codes specify the edition.required. MIN MUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0004-02 or MAD-WL-MA0007-02 and MAD-WL-M'A0041-02. MIN MUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0004-02. APPROVED DOOR STYLES: 1/4 GLASS: i Om ao 00 822 Series 1/2 LASS: El 00 404 Series 108 Series U O a k raft AR q EK'- I IUVK(l;LA\S LY'i'N\' U66( IJa:rk.W.:aWgitahyi;DWI, April 29 2002 Our connmmrg Drogam DI prooua -prNemenr makes SDeuMalgns, de9g) and prDdun dead subject to change wnbour nonce Masonite International Corporation O OCOP-WL-MA0149-02 olj GI zed Inswing Unit 890" FIBERGLASS DOORS IAPROVEDDOORSTYLES: FU L GLASS: Y` tia 810 Series 300 Series iAP . ROVED SIDELITE STYLES: d 450 Series 852 Series 810 Series 300 Series CEF TIFIED 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 liter surround. Frame constructed of wood with an extruded aluminum threshold. PR( DUCT COMPLIANCE LABELING: I 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 ik raft AR k EW LAMS LN"I'Kl' UOOKS I+on.T..e,nEfA.•y1.++Envy Dow+ April 21, 2002 Om mnnnuing program of piodutl Imorovemenl makes specitaalions. design and producl dr1V SuDjeCl to mange -iftul nOti(e. F. clurirely Irom t Ors M asonite International Corporation 0XX0 Gla ed Inswing Unit 8'0" FIBERGLASS DOORS ARRANGEMENT: i t411A O 0 Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door with 2 Sidelites Maximum unit size =127 x 8'0- Design Pressure 40.0/-40.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements) for a specific building design and geographic location Is determined by ASCE 7-national, state or local building codes specify the edition required. j MIN MUM 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. MIN MUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0005-02. APP OVED DOOR STYLES: 1/4LASS: 1 /2 ( LASS: 822 Series 00 404 Series 108 Series lak raft — e O AR EK" N'.....1-•r:rrn -I .-slur cal I InI:N L.\1\ LI'r'1'Ie 1' UUr)N.l--T..ur.d I —,—Envy Door April 2% 2002 Om com ihang Mogram of grodntl .noro•emem makes saKd2aKons. dessgn and prmd ldefalsugen10change .nhour noece_ E.ar,n.•elr E,om n O. Masonite International Corporation ZXX0 COP-WL-Mp0150-02 Mied Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 810 Series 300 Series APPROVED SIDELITE STYLES: E 4 sr 450 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, PE./20224 Unit Tested in Accordance with Miami ,Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slat, 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 04k raft AR' EW 1-•in '1. V.11 l:H •L.\1ti L IHI'`D.)I)Nti NOM1T..unC fa".rau E—T Donn Ap,d 29 2002 Ou com wnp pro013m of p10duci ID—emeol makes specit-i-s. design and product devil sudjecf fo change wifnoui nonce Masonite International Corporation Gla ed Outswing Unit ROVED ARRANGEMENT 0 o i' Y CONWL-MA0162 02. IBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Double Door Maximum unit size = 6'0" x 6'8" Design Pressure 55.0/-55.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national, state or local building codes specify the edition required: MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0012-02 and MAD-WL-MA0041-02. MIN MUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 LASS: 000 n 00 00 on 00 n0 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 LASS: 0[1 0n 00 00 00 00 no 105 Series 106, 160 Series- 129 Series' 12 R/L, 23 f & 24 R/L 107 Series' 108 Series 304 Series - Series* This 9 ass kit may also be used in the following door style: Eyebrow 5-panel with scroll. Oakraff AR EK" i`uu_e Ines ec:rx urroxs w,..r..a..aeA..y,,,e,nrroeo,. PREM^^n( T Du.IY Dae.. Apii12 2002 Masonite International Corporation nun comllInu,no Drooram Dt Dloaun -wo—em makes soec r¢aimns, aevp ago wou— aera1i s Sieci io cnanoe w,U.1 MPi - Glazed Outswing Unit ROVED DOOR STYLES: GLASS: 1177-1 on 404 Series x e CORM-MA0162.02, IBERGL.ASS DOORS FULL GLASS: t, a o 410 Series 109 Series 114, 120. 122 Series 0 152 Series 149 Series 300 Series TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami; Dade BCCO PA202. i 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. PR DUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE i i 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 (Structual Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 ak raff AR k EK'" r.....: T I LALN'— D00— Non-T..wreA IA , E.-Dm,. 9 I1IfLApril 2?SS 2002 Masonite International Corporation Om' onlmmng program Of Dr O010fro Droemem makes speof4 60.5. d-p and DrodDDI Oefa' f'64" i'.'range r,01- Glazed Outswing Unit r FIBERGLASS DOORS APi D ARRANGEMENT. ff 1 Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door Maximum unit size = 6'0' x ST Design Pressure 47.0/-47.0 Limited water unless special threshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national state orlocal building codes specify the edition required. MI IMUM 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. APROVED DOOR STYLES: 1/4 LASS: 00 822 Series 1 /2 3LASS: 00 404 Series 6akQraff AR k EW 11IFL 12f(: LA SS L-1 DOO-S U.—F4 r,— En" Dow. Apnl 29. 2002 Our Cpnl nyinp Or09 rn pl pr0o c1 nlp.gverllenl TdEeS SpfCd e]I OnS. ae gn end plpd.0 dead SDI12C1 Ig C nge wilh.w npl- 108 Series C,' F.alo...Ny Irom M)C I r/ r. a. . • d n o.. r..r o.e.. M aconite International Corporation 3/4" X 1-1/2" X 13GAGE MIN. 2" GALV. STEEL GALV_ STEEL HORIZONTAL ANGLE: HORIZONTAL TRACK 16 GAGE OR 13 GAGE BASED ON THE WEIGHT OF THE DOOR.- 13 GAGE MIN. GALV. STEEL TRACK SPLICE OR FLAG BRACKET. FASTEN TO WOOD JAMB WITH 5/16" X 1-1/2"LAG SCREWS.--- OPENING HEIGHT NOT OVER DOOR HEIGHT) 16'X7' (4 BRACKETS) L 9'X7' (3 BRACKETS) 5" 1 FOR 16' X 7' USE C 1/4" X 3/4' HEX HEAD SELF A DRILLING SCREW DETAIL D 2" 16 GAGE GALV. STEEL VERTICAL TRACK BOLTED TO TRACK BRACKETS WITH 1/4"-20 X 5/8" TRACK BOLTS. 63" (16' X 7') 42"(16' X 7') 54"(9' X 7') 16' X 7' 9' X 7') 20 GAGE END STILES - FASTENED WITH TOG-L-LOCS TO PANEL USE END CAP OVER END STILES. SEE DETAIL C) 18 GAGE GALV. STEEL CENTER HINGE-1 `20 GAGE GALV. STEEL CENTER STILE 10 GAGE GALV. STEEL TRACK BRACKETS. SEE ABOVE FOR SPACING. FASTEN TO WOOD JAMBS WITH 5/16' X 1-1/2- LAG SCREWS. PREPARATION OF JAMBS BY OTHERS. SECTION B-B P.S.F. TABLE DOOR SIZE DESIGN PRESSURE TEST PRESSURE WIDTH HEIGHT POSITIVE I NEGATNE POSITIVENEGATIVE8'-0" 7'-0" 32.8 37.4 49.2 1 -56.1 9'-0" 1 7'-0" 29.1 1 -33.3 43.7 1 -49.916--0" 7'-0- 23.6 1 -26.3 r 35.4 1 -39.5 d 3/4" POLYSTYRENE INSULATION STANDARD FOR MODEL 73,5--% 19-1/2", 21"OR 24" HIGH PANEL. GALV. AND PREPAINTED STEEL 26 GAGE FOR ALL MODELS EXCEPT 24 GAGE MODEL 750 1 2' r X 1/2" LONG 16GA. GALV. STEEL CENTER STILES4GEBOLTkNUTTOPBRACKETWITHOPTIONALSSBGLASSLIGHTS (5 COLUMNS) ALTERNATE CONSTRUCTION HOLDER WITH R CENTER HINGES USING (2) STRUTS 2 FASTENERS. 5 STRUTS (3 COLUMNS) 3" 18GA WIJA), 71 1/4'X 3/4" LONG ,HEX HEAD SELF (SEE DETAIL DRILLING SCREWS. 2 PER VERTICAL STILE) r 7, 16' X 7' DOOR 2" ROLLER WITH 7/16" DIA. LONG STEM. P1111 B TIRE: STEEL 10 BALL 8' AND 9' WIDE DOORS 2" ROLLER WITH 7/16" DIA. SHORT STEM. TIRE: STEEL 7 BALL1655 rll 1 :4 0 6J I LJ SEE DETAIL CJ A 4`X 16" AIR VENTS (DOUBLE CAR) ALTERNATE CONSTRUCTION 4 GAGE GALV. HINGE ATTACHED TEEWITEN OR ( 4) REQ'D. OPTIONAL SSB GLASS LIGHTS USING (2) STRUTS. 1120 SQ. IN. MIN. 5) SCREWS. SEE DETAIL C. TOTAL OPEN AREA) 4 STRUTS A OPTIONAL, 3" 20GA WIDE SEE DETAIL A) 4" X 16" AIR VENTS 2) REQ'D. 60 SQ. IN. MIN. B B TOTALOPENAREA) OPTIONAL. rGALVANIZED STEEL STRUT. ATTACHED WITH 1/4' X 3/4" ILONG HEX HEAD SELF DRILLING SCREWS. 2 PER VERTICAL STILE) V- 20 GAGE END CAP (SINGLE CAR) 20 GAGE END STILES 2' 1- 3/8" POLYSTYRENE INSULATION G 0 c OPTIONAL FOR MOD. 724 AND 7300 C) 06 13 GAGE GALV. STEEL BOTTOM BRACKET O ATTACHED WITH 2 FASTENERS BOTTOM SCREW CAN BE ABOVE OR BELOW ROLLER. L. H. FOR A 16' X 7' DOOR USE ONE DETAIL C SECTION A -A EXTRA SELF DRILLING SCREW THROUGH TOP LEAF OF HING DOORS SHOWN ON THIS DRAWING HAVE BEEN DEMONSTRATED TO WITHSTAND THE PRESSURES LISTED IN THE TABLE ABOVE. SBC ASSUMPTIONS: 100 MPH, 15' ROOF HEIGHT, ROOF PITCH > 19, DOOR FULLY IN END ZONE. FBC ASSUMPTIONS: 120 MPH, EXPOSURE 'B 30' ROOF HEIGHT, ROOF PITCH > 10% 2' OF DOOR IN END ZONE. AN ARCHITECT OR STRUCTURAL ENGINEER MUST DETERMINE IF THE DOOR IS SUITABLE FOR OTHER LOCATIONS. DOORS SMALLER THAN THOSE SHOWN WILL WITHSTAND THE INCREASED SBC PRESSURE LOADS, GIVEN THE SAME CONDITIONS. THE INCREASE IN DOOR STRENGTH IS GREATER THAN THE INCREASE IN PRESSURE AS THE DOOR SIZE IS MADE NARROWER OR SHORTER. o STILE, CAP AND RAIL TYP, 6 PLACES, AND USE LONG STEM ROLLERS. VL_ NOTE: ALL NON -DESCRIPTIVE FASTENERS SHOWN TO BE 1/ 4"-20 X 5/8' HEX BOLTS k NUTS OR 1/ 4' X 1/2" LONG HEX HEAD SHEET METAL SCREWS. 4 0 A, G 2422 3/5/02 KDD F 2413 1/25/02 WILLIAM T. OEiNANN P.- f'` ' E 2137 2/9/00 Consulting Structural EngrneeT '. D 1724 6/24/97 1140 Anderson Street C 1549A Clermont, FL 34711 % ' B 1549 352) 242 - 0100 A 1449 NOTE: GLAZING DOES NOT SATISFY IMPACT 1366 1 1-01-94) SCATES; DEBRIS REQUIREMENTS IN FBC REV. E.C.N. DATE APPROV CENTER STILES do CENTER HINGES ( 1 COLUMN) I 1-- 1.25" 3' 1 2. 75" ----I DETAIL A 3' 20GA WIDE STRUT 3" 18GA WIDE STRUT LOCK P. O. BOX 13858 r 7 MAUMELLE, AR. V ENDS®R DOOR 72113 501) 562-1872 MODELS: 724, 426, 730, 735, 750, 550 DWG. WAS PART NAME: G 101993- 81 9 WINDLOAD RESIDENTIAL STEEL DOORO TOLERANCE FOR SBC 100^0150% MPH, FBC FRAC. f 1/64 DEC. f .015 NEXT LEVEL 1 DATE DWG. Wt ANG. t V 9/14/94 gg_B-033 SCALEPLOTSCALEDRN. BY NONE1=1 I GDR SHEET 1 OF 3 OPENING HEIGHT NOT OVER DOOR HEIGHT) 13 GAGE MIN. GALV. STEEL - 1/4" X 1/2" LONG USE VWX TRACK SPLICE OR FLAG BRACKET. CARRIAGE BOLT & NUT FOR 16'X8' FASTENERS16GA. GALV. STEEL RAILSFASTENTOWOODJAMBWITHON9'X8'. 5/16" X 1-1/2" LAG SCREWS. 6 TOP BRACKET WITH 8 STRUTS - 14GA. ROLLER FOR 18' X 7' HOLDER WITH 3" 18GA WIDE 2' GALV. STEEL & 18' X 8' USE TT 2 FASTENERS. 0 (SEE DETAIL A) VERTICAL TRACK 1/4' X 3/4" FOR OP B & 18'X8' 16GA 16'X8') HEX HEAD SELF SEE TOP BRACKET LOCK OPTIONAL 13GA. (18'X7', DRILLING SCREW DETAIL D ON PAGE 3 USE TWO EXTRA 18'X8') 1r-16' X 8' & 10' X 8' DOOR SELF DRILLING 0 1 63" (18' X 7') 72" (18' X 8) 72" (16' X 8' 72' (10' X 8') 54" 18' X 7' 3" 18' X B' T63-(9' X 8') 42" (18' X 7') 48" (18' X 8') 48" (16' X 8') 10' X 8') 33' (1148" X 7 ) 18' X 8') 39" 39" (9' X 8') 3/4" POLYSTYRENI 21" (18' X 7') 24" 18' X 8' INSULATION STANDARD FOR 24" (16' X B') 24" (10' X 8') MODEL 735 15"(18'X7') 15" (18' X 8') 19-1/2", 21' OR 24' HIGH PANEL GALV. 2" ROLLER WITH 7/16" SCREWS THROUGH TOP AND BOTTOM SEE DETAIL DIA LONG STEM. LEAF OF HINGE USE ONE EXTRATIRE: STEEL 10 BALL 18' X 7' & 18' X 8' DOOR AND END STILE, SELF DRILLING 2' HURRICANE ROLLER ON 16 X8, 18'X7' L.H. SCREW THROUGH TOP LEAF OF WITH 7/16" DIA. 18 X8'• HINGE ON 10'X8'. LONG STEM. TIRE: STEEL 10 BALL 9' X 8': 1O'X 8' 20GA END CAP, NO RNETS. 9'X8' 2' ROLLER WITH 16' X 8': 16GA- END CAP & RIVETS. 7/16' DIA. SHORT STEM. 18' X 7' & 18' X 8'. 13GA. END CAP' & RIVETS. 14 GAGE GALV. STEEL END HINGE ATTACHED RAIL WITH 4, 5, OR 6 SCREWS. SEE DETAIL C. 16'XB' & 1e'x8DETAIL C POP RIVET TOP AND BOTTOM OF ENDCAP TO END STILE 20 GAGE END STILES X 8:(( )) AND PRE- 2" GALVANIZED STEEL STRUT. OPTIONAL SSB GLASS 5" 10 X 8' 4 BRACKETS3 18' X T (7 BRACKETS3 26 GAPAINTEDALL EL ATTACHED WITH 1/4' X 3/4' LONG HEX HEAD SELF 18' X 8' 7 BRACKETS MODELS EXCEPT DRILLING SCREWS.vF 20GAGEENDSTILES - FASTENED 750 MODEL (2 PER VERTICAL STILE) 4 STRUTS / WITH TOG-L-LOCS TO PANEL USE END CAP OVER END STILES. 1-3/8' POLYSTYRENE 3" 20GA WIDE SEE DETAIL C) INSULATION OPTIONAL (SEE DETAIL A) FOR MOD. 724 & 730. 4"X 16' AIR VENTS 1 13GAGALV. STEEL (2) REQ'D. B BOTTOMBRACKETATTACHED SQ. IN. MIN. ATTACHEDWITH3TOTALOPENAREA2" FASTENERS (16'XB'). ) T 18 GAGE GALV. STEEL CENTER HINGE SECTION B-B 4 FASTENERS (18'X7' C 18' X8'). 2 FASTENERS (9'XB') AND ( 10'X8'). ATTACHED WITH 4 FASTENERS. 20 GAGE GALV. STEEL CENTER STILE SECTION A -A ATTACHED WITH TOG-L-LOC OR POP RIVETS -{ TO PANELS. 1 f- 1.25" 10 GAGE GALV. STEEL TRACK BRACKETS, SEE ABOVE FOR QUANTITY AND SPACING. FASTEN TO WOOD JAMBS WITH 5/16" X 1-1/2- LAG SCREWS. PREPARATION OF JAMBS BY OTHERS. P. S.F. TABLE 3' DOOR SIZE DESIGN PRESSURE TEST PRESSURE WIDTH HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE 9'- 0" 8'-0" 25.5 29.1 38.2 43.7 10'- 0" 8'-0" 33.0 36.9 49:6 55.3 16'- 0" 8'-0' 24.3 27.3 36.6 41.1 18'- 0' 8'-0. 27.3 30.7 41.0 46.0 18'- 0' 7'-0" 27.3 30.7 41.0 4 .0 CENTER STILES & HINGES ( 1 COLUN 6 STRUTS - 3" 18GA WIDE SEE DETAIL A) LOCK OPTIONAL - SEE DETAIL C- 4" X 16" AIR VENTS 4) REQ'D. 120 SQ. IN. MIN. TOTAL OPEN AREA) OPTIONAL. ALTERNA CONSTRUCTION USING (2) STRUTS./- 8 8, 9' y SINGLE CAR) OPTIONAL LOCK OPTIONAL SSB GLASS B 18' ( DOUBLE CAR) 4" X 16' AIR VENTS 4) REQ'D. OPTIONAL CENTER STILE (7 COLUMNS CENTER HINGES 5) COLUMNS 120SQ. IN. MIN. TOTAL OPEN AREA) ALTERNATE CONSTRUCTION OPTIONAL SSB GLASS LIGHTS-\ USING (2) STRUTS7 9 B 16' ( DOUBLE CAR) COLUMNS COLUMNS OPTIONAL SSB GLASS LIGHTS ALTERNA USING (2 5 STRUTS I rsrunr t rf f 11 r r 1 I 4' X 16" AIR VENTS Isn l l lnll l l i(TOTAL OPEN AREA) CENTER STILES & C (SINGLE CAR) HINGES ( 1 COLUMN) OPTIONAL LOCK NOTE: ALL NON -DESCRIPTIVE FASTENERS SHOWN TO BE P.O. BOX 13858 1/ 4"-20 X 5/8" HEX BOLTS & NUTS OR 7 7 MAUMELLE, AR. 1/4" X 1/2" LONG HEX HEAD SHEET METAL SCREWS. ® VV1LL 1 SOD MOR 72113 2. 75" -{ 3 p/v `L G 2422 3/5/02 KDD DETAIL A F 2413 1/25/02 3" 18GA WIDE STRUT WILLIAM T. LINIDEMANN•. rt DOORS SHOWN ON THIS DRAWING HAVE BEEN DEMONSTRATED TO WITHSTAND THE PRESSURES LISTED IN THE TABLE ABOVE. SBC ASSUMPTIONS: 100 MPH, 15' ROOF HEIGHT, ROOF PITCH > 10'. DOOR FULLY IN END ZONE. FBC ASSUMPTIONS: 120 MPH, EXPOSURE 'B", 30' ROOF HEIGHT, ROOF PITCH > 19. 2' OF DOOR IN END ZONE. AN ARCHITECT OR STRUCTURAL ENGINEER MUST DETERMINE IF THE DOOR IS SUITABLE FOR OTHER LOCATIONS. DOORS SMALLER THAN THOSE SHOWN WILL WITHSTAND THE INCREASED SBC PRESSURE LOADS, GIVEN THE SAME CONDITIONS. THE INCREASE IN DOOR STRENGTH IS GREATER THAN THE INCREASE IN PRESSURE AS THE DOOR SIZE IS MADE NARROWER OR SHORTER. Consulting Structural Engllleer 1140 Anderson Street Clermont, FL 34711 . -` 352) 242 - 0100 E 2137 2/9/00 p 1724 6/24/97 C 1549A B 1549 GLAZING DOES NOT SATISFY IMPACT NOTEDEBRISREQUIREMENTSINFBC1366 11-01-94) SCATES, REV. E.C.N. DATE APPROV 501) 562-1872 MODELS: - 724, 426, 730, 735, 750, 550 DWG. WAS PART NAME: G 101993- 8. s WINDLOAD RESIDENTIAL STEEL DOOR O FOR SBC 100 @150% MPH. FBC NEXT LEVEL DATE: DWG. NO. 9/ 14/94 99-B-033 PLOTSCALEDRN. BY 1= 1 GDR I SHEET 2 OF 3 007mRipmij OPENING HEIGHT NOTT OVER DOOR HEIGHT) 5" 13 GAGE MIN. GALV. STEEL TRACK SPLICE OR FLAG BRACKET. FASTEN TO WOOD JAMB WITH 5/16- X 1-1/2- LAG SCREWS. a U 2" GALV. STEEL VERTICAL TRACK FOR 18' X 8' USE16GA16'XS' 13GA. 18'X8' 1/4' X 3 /4" HEX HEAD SELF DRILLING SCREW DETAIL D 63" 63" 48" (18' X 48" (16' X 48" (10' X 39' (18' X 8') 39' (9' X 8') . 24" (18' X 8 324" 16' X 8' 24'.(10'X8') 15' 18' X 8') 20 GAGE END STILES - FASTENED WITH TOG-L-LOCS TO PANEL USE END CAP OVER END STILES. SEE DETAIL C) 72"(18'X8') 72" (16' X 8') 72" (10' X 8') X 8•) X 8') 13 GAGE GALV. STEEL TOP BRACKET WITH 10 GAGE ROLLER HOLDER. NOTE THAT ROLLER HOLDER IS TURNED DOWN. DDNOTE: 16' X 8' USES TOP BRACKET ON SHEET 2. 16'X8'& 10'X8'DOOR 2" ROLLER WITH 7/16" DIA. LONG STEM. TIRE: STEEL 10 BALL 18' X 8' DOOR 2" HURRICANE ROLLER WITH 7/16" DIA. LONG STEM. TIRE: STEEL 10 BALL r 9'X8' 2' ROLLER WITH I7/16" DIA. SHORT STEM. 14 GAGE GALV. STFFI END HINGE ATTAC WITH 4, 5, OR 6 SCREWS. SEE DE 16'X8' & 18 POP RIVET T BOTTOM OF TO END STIL_ 2" GALVANIZED STEEL STRUT. ATTACHED WITH 1/4- X 3/4' LONG HEX HEAD SELF DRIWNG * SCREWS. 2 PER VERTICAL STILE) POLYSTYRENE INSULATION OPTIONAL FOR MOD. 724 & 730. 73GA. GALV. STEEL BOTTOM BRACKET ATTACHED WITH 3 FASTENERS (16'XW). 4 FASTENERS 18 X8 ). 2 FASTENERS 9'X8') oruIIUIV T3-CS A r AND (10'Xa'). 3/4' POLYSTYRENE INSULATION STANDARD FOR MODEL 735 19-1/2•1 21' OR 24' HIGH PANEL GALV. AND PRE - PAINTED STEEL - 26 GA. ALL MODELS EXCEPT 24 GA. MODEL 750 1 2' T 18 GAGE GALV. STEEL CENTER HINGEATTACHEDWrfF14FASTENERS. SECTION A -A20GAGEGALV. STEEL CENTER STILE ATTACHED WITH TOG-L-LOC OR POP RIVETS -1 -- 1.25" TO PANELS. 10 GAGE GALV. STEEL TRACK BRACKETS, SEE ABOVE FOR OUANTITY AND SPACING. FASTEN TO WOOD JAMBS WITH 5/16' X 1-1/2" LAG SCREWS. PREPARATION OF JAMBS BY OTHERS. P.S.F. TABLE DOOR SIZE DESIGN PRESSURE I TEST PRESSURE WIDTH HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE 9'-0' 8'-0" 25.5 29.1 38.Z 43.7 10'-0' 8'-0' 33.0 36.9 49.6 55.3 1 16'-0' 8'-0" t24.3 27.3 36.6 41.1 11B'-0' 8'-0" 27.3 30.7 41.0 46.0 USE FOUR FASTENERS ON 9'X8'.- RAILS USE TWO EXTRA SELF DRILLING SCREWS THROUGH 00 TOP AND BOTTOM USE ONE EXTRALEAF N HINGE SELF DRILLINGANDENDSTILE, SCREW THROUGHON16' I AND L.H. TOP LEAF OF18x8 . HINGE ON 1 O'X8'. 9' X 8': 1 O'X 8' 20GA. END CAP, NO RIVETS. 16' X 8': 16GA. END CAP & RIVETS. 18' X 8': 13GA. END CAP & RIVETS. i-- RAIL OPTIONAL SSB CLASS SEE DETAIL A) B 4'X 16' AIR VENTS 2) REO'D. SO So. IN. MIN. TOTAL OPEN AREA) CENTERHINGES 10 STRUTS - 3" 18GA WIDE SEE .DETAIL A) LOCK OPTIONAL SEE DETAIL C 3' 18GA WIDE SEE DETAIL A) LOCK OPTIONAL SEE DETAIL C 4'X 16' AIR VENTS 4) REO'D. 120 SO. IN. MIN. TOTAL OPEN AREA) OPTIONAL AL7ERI4A CONSTRUCTIONUSING (Z1 STRUTS. C SINGLE CAR) OPTIONAL OPTIONAL SSB GLASS NOTE: ALL NON -DESCRIPTIVE FASTENERS SHOWN TO BE 1/4'-20 X 5/8' HEX BOLTS & NUTS OR 1/4" X 1/2" LONG HEX HEAD SHEET METAL SCREWS. 2.75' -i 3 G 2422 3/5/02 KDD DETAIL A F 2413 1/25/02 3. 18GA WIDE STRUT WILLI:AM T. Lii.u=i1 tIV" B 4'X 16' AIR VENTS 18' (DOUBLE CAR) 4) REQ'D. CENTER STILE l COLUMNS 120 SO. IN. MIN. © CENTER HINGES 5) COLUMNS TOTAL OPEN AREA) OPTIONAL. OPTIONAL SSB GLASS SEE DETAIL A) B 4'X 16' AIR VENTS 2) REO'D. 60 SO. IN. MIN. TOTAL OPEN AREA) CENTER STILES & HINGES (i COL IN ALTERNATE CENTER STILES (N) C-OLLU. . CENTER HINGES ALTER NA CONSTRUCTIONUSING (2 STRUTS. B 8' OPTIONAL LOCI( 3' DOORS SHOWN ON THIS DRAWING HAVE BEEN DEMONSTRATED TO WITHSTAND THE PRESSURES COnS 'Itinb SiruCi! r2I E^'T3Eef E 2137 LISPED IN THE TABLE ABOVE. SBC ASSUMPTIONS: 100 MPH, 15' ROOF HEIGHT, ROOF 1140 Anderson Street D 1724 PITCH > 10'. DOOR FULLY IN END ZONE. FBC ASSUMPTIONS: 120 MPH, EXPOSURE "B", © CtermGnt, FL 34711=- C 1549A30` ROOF HEIGHT, ROOF PITCH > 10% 2' OF DOOR IN END ZONE. 352) 242.0100 B 1549 AN ARCHITECT OR STRUCTURAL ENGINEER MUST DETERMINE IF THE DOOR IS SUITABLE FOR A 1449OTHERLocAnorts. DOORS SMALLER THAN THOSE SHOWN WILL WITHSTAND THE INCREASED SBC PRESSURE LOADS, GIVEN FNOTE: GLAZING 1366 THE SAME CONDITIONS. THE INCREASE IN DOOR STRENGTH IS GREATER THAN THE G DOES NOT SAfiSFY IMPACT INCREASE IN PRESSURE AS THE DOOR SIZE IS MADE NARROWER OR SHORTER. DEBRIS REQUIREMENTS IN FBC REV.1 E.C.N. r7 9-8-95) O 11-01-94) (SCATES) DATE 1APPROV. B' P.O. BOX 13858 MAUMELLE, AR. 72113 562-1 MODELS: - 724, 426, 730, 735, 750, 550 DWG. WAS PART NAME: G 1o1ss3-a, s WINDLOAD RESIDENTIAL STEEL DOOR O FOR SBC 100 0150% MPH. FBC NEXT LEVEL DATE: DWG. NO. 9/14/94 99-8-033PLOTSCALEDRN. BY 1=1 GDR SHEET 3 OF 3