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Home My WebLink About347 Appaloosa Ct - BR03-002044 SFRPERMIT ADDRESS V • ADDRESS D R Horton 6250 Hazeltine Nat'l Dr #102 Orlando, FL 32822 407)857-9101 PHONE NUMBER CBC 055300 PROPERTY OWNER ADDRESS PHONE NUMBER ELECTRICAL CONTRACTO] MECHANICAL CONTRACT( PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR C ul k1F' MISCELLANEOUS CONTRACTOR FEE PERMIT NUMBER FEE t1 t1 SUBDIVISION &- Ln Ln PERMIT # DATE UNS 04b3 PERMIT DESCRIPTION L PERMIT VALUATION -% AD 4410 SQUARE FOOTAGE 314611 4 d 1-3 m CERTIFICATE OF OCCUPANCY / COMPLETION t 'k . This is to certify that the building located at 347 APPALOOSA CT for which permit 03-00002044 has heretofore been issued on 7/23/03 has been completed according to plans and specifications filed in the office of the Building Official prjor to the issuance of said building permit, to wit as AA, S t.c4 ,rva y QwayrlQk complies with all the building, plumbing, electr al, zo ing and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No DATE APPROVAL BUILDING: Finaled ZONING: Inspected UTILITIES: FIRE: Inspected Water Sewer Lines In In 11kf Lines In Meter Sewer Set Tap Reclaimed Water ENGINEERING: Street Drainage Paved Maintenance Bond PUBLIC WORKS: Street Name Signs S` Storm Sewer Street Work DESCRIPTION WATER -SEWER IMPACT FEES 01-APPLCTN FEE -ELECTRIC 01-APPLCTN FEE -ELECTRIC 01-APPLCTN FEE -BUILDING 01-APPLCTN FEE -MECHANIC 01-APPLCTN FEE -PLUMBING 02-ENGNG DEVLPMT FEES 01-FIRE IMPACT - RESIDENT 01-LIBRARY IMPACT FEE Street Lights Driveway FEES PAID DATE APPROVAL DATE AMOUNT 8 20 03 8/22/03 7/23/03 8/25/03 7/28/03 7/23/03 7/23/03 7/23/03 20.00 20.00 10.00 10.00 10.00 10.00 59.27 54.00 PAGE: 5 CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 347 APPALOOSA CT for which permit 03-00002044 has heretofore been issued on 7/23/03 has been completed according to plans and specifications filed in the office of the Building Official prior to the issuance of said building permit, to wit as complies with all the building, plumbing, electrical, zoning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No 01-OPEN SPACE 01-POLICE IMPACT - RESID 01-RADON GAS TAX FEE 01-ROAD IMPACT FEES 01-RECOVERY FD/CERT. PGM. 01-SCHOOL IMPACT FEE WD IMPACT:SINGLE FAMILY SD IMPACT:SINGLE FAMILY 7/23/03 7/23/03 7,/23/03 7/23/03 7/23/03 7/23/03 7/23/03 7/23/03 279.61 91.93 17.34 847.00 17.34 1384.00 650.00 1700.00 7 knr o\ V*'( F n (-,%, IMOWNERliUltlnNGOFFICIALDATElu a CL CERTIFCATE OF OCCUPANCY o ' o a REQUEST FOR FINAL INSPECTI0. SINGLE FAMILY RESIDENCE**** 1ioi DATE: \6 PERMIT #: Cs-),' j 72 p i ADDRESS: CONTRACTOR: PHONE #: The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Enginee: Publ'c V tilities FIFire Zoning Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** DATE: PERMIT #: ADDRESS: !J CONTRACTOR: P PHONE #: The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. to/Z4j 03 dngineering OK D•5w0&7 Fire DPublic Works 1 Utilities OZoning Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE*"* DATE: ly PERMIT #: ADDRESS: CONTRACTOR: PHONE #: The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Zublicgineering OFire Works 19 is Lyi Zonin E utilities OLicensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM EILEVNVON CERTIFICATE O.M.B. No. 3067-0077 Expires December 31, 200E M T Read the instructions on pages I.7 SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use: BUILDING OWNER'S NAME Policy Number D.R. HORTON BUILDING STREET ADDRESS pnduding Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 347 APPALOOSA COURT CITY STATE ZIP CODE SANFORD FL 32773 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 102, 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): 0 - ##' - ##.##" or ##.#####° NAD 1927 NAD 1983 USGS Quad Map Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER 82 COUNTY NAME B3. STATE SEMINOLE COUNTY 120289 SEMINOLE FLORIDA B4. MAPAND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECT NSREVISED DATE B8. FLOOD ZONE(S) ZoneAil, use depth offlooding) 1202890045 E 4/17/95 4/17)95 A 24.6 B10. Indicate the source ofthe Base Flood Elevation (BFE) data orbase flood depth entered in B9. FIS Profile FIRM Community Detemuned ® Other (Describe): NEAL HIt.ER ENGINEERING, INC. 811. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 NAVD 1988 Other (Describe): _ Ell 2. Is the building located in a Coastal Bander Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ® No Designation Date_ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Construction Drawings' Building Under Construction' ® Finished Construction A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(Select the building diagram most similartothe building for which this certificate is being completed - see pages 6 and 7. If nodiagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones Al -A30, AE, AH, A (with BFE), VE, VI430, V (with BFE), AR ARIA, AR/AE, AR/A1-A30, AR/AH, ARIAO Complete Items C3.a4 below according to the building diagram specified in Item C2. State the datum used, ifthe datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section Dor 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. 8 LM o b) Top of next higher floor 39.4 f .(m) Cn doc) Bottom of lowest horizontal structural member (V zones only) NIA . ft.(m) o d) Attached garage (top of slab) 29. 2 ft(m) E a u e) Lowest elevation of machinery and/or equipment u, cc servicing the building (Describe in a Comments area) 29.1 f4m) E 4 o f) Lowest adjacent (finished) grade (LAG) 28.3 NIT) Z' CM o g) Highest adjacent (finished) grade (HAG) 29. 2 ft(m) o h) No. of permanent openings (flood vents) within 1 ft above adjacent grade 0 u 11Total area of all permanent openings (flood vents) in WA 0 sq. In. (sq. an) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIERS NAME: WILLIAM R MUSCATELLO, JR LICENSE NUMBER: 4928 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE 320 E. SOUTO ST EEATATE.1 ORLANDO FL 32803 SIGNATURE A lY DATETE (PHO 979 FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A For Insurance Company Use: BUILDING STREET ADDRESS (Indud'mg Apt, Unit Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number 347 APPALOOSA COURT 1 CITY STATE j " ZIP CODE Company NAIC Number SANFORD FL 32M SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agenUcompany, 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. Ifthe Elevation Certificate is intended for use as supporting information for a LOMA orLOMR-F, Section C must be completed. E1. Building Diagram Number _(Select the building diagram mostsimilarto the building forwhich thiscertificate is being completed — see pages6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The topof the bottom flop (inducing basement orenclosure) of thebuilding is _ fL(m) _in.(c m) above or below (check one) the highest adacent grade. (Use natural grade, ifavailable). E3. For Building Diagrams 6-8 with openings (seepage 7), the next higher floor or elevated flop (elevation b) of the building is _ fL(m) _in.(crm) above the highest adjacent grade. Complete items C3.h and CWon front ofform. E4. The top of the platform of machinery and/or equipment servicing the building is _ ft(m) _in.(crm) above or below (check one) the highest adjacent grade. (Use natural grade, ifavailable). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the communitys floodplain management ordnance? Yes No Unknown. The local official must certify this information In Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B. C (Items C3.h and C3.i only), and E for Zone A (without a FEMA4ssued or community - issued BFE) or Zone AO must sign here. The statements in Sekdlons A, B C, and E are correct to the best ofmy knowfedge., 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 orordinancetoadministerthecommunitys floodplain managementordinance can complete Sections A, B, C (or E), and G ofthis Elevation Certificate. Complete the applicable item(s) and sign below. G1. The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. A community official completed Section E for a building located in Zone A (without a FEMAmissued or oonmunity4ssued BFE) or Zone AID. G3. The following information (Items G4-G9) is provided for community floodplain management purposes. G8. Elevation of as Wilt lowest floor (inducing 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 PLAI OF -.*SURVEY DESCRIPTION: (AS FURNISHED) LOT 102, BAKERS CROSSING PHASE 2 AS RECORDED IN PLAT BOOK 62, PAGES 97-99, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA NOTE: THE FINISHED FLOOR ELEVATION OF THIS STRUCTURE MEETS OR EXCEEDS THE THE REOUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). O 0=30'55'25" R=50.00' L=26.99' CB=N15'27'42"W C=26.66' y iA ry b D 1 N90'00'00"E N90-00.00"W 25.00' - — PIRP - 25.00' -_ I Z O Li3 0 D I v o :- 0 O A Iz0zti "O; 0 oy; I=Z 0 itA yOTZIOx Ko I LUSITANA COURT 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 10-17-03. UNLESS OTHERWISE SHOWN. 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF TIDE LAND, 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. I 5. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAT. OF A FLORIDA LICENSED SURVEYOR AND MAPPER. I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120289 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE A, AREA WITHIN 100 YEAR FLOOD. ELEVATIONS SHOWN THEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS FURNISHED. BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERLY LINE OF LOT 102 AS BEING S89'41'11" E PER PLAT. FIELD DATE:) REVISED: SCALE:-'" = 30 FEET APPROVED BY: SJ JOB NO. ASM41489 DRAWN BY: DESCRIPTION 07/24/03 PLAN 5-13-03 JML 1"=30' GRAPHIC SCALE 0 15 30 TRACT "B" OPEN AREA I1I m ti86 D S89'41'11 E 110.00' uT I r O z m C) TII m 53.0' I 34.r r moo. O O U V 3• COVERED Op0 j r O N 0 TI Z CC GENTRY02.3' TWO STORY BLOCK 1 N 0 v G rCONCRETEDr& WOOD FRAME RESIDENCE a I O D O m p FINISH FLOOR o N P 0 n DELEVATION-29.79 1 0 LO q In Q z53.0' 3'A3UA/C PAD I 1I y CO I u m VIA V I IV 01 O N N89'41 11 W 122.34' B, I 1I1I 25.0' LOT 103 CERTIFIED TO AND FOR THE EXCLUSIVE USE OF: D.R.H. TITLE COMPANY OF FLORIDA INC. FIDELITY NATIONAL TITLE INSURANCE COMPANY OF PENNSYLVANIA TIMOTHY L. ELLIS AND KAREN W. ELLIS CH MORTGAGE COMPANY, I , LTD. LEGEND BUILDING SETBACK LINE CENTERLINE RIGHT OF WAY LINE 131 4 EXISTING ELEVATION CONCRETE LB LAND SURVEYING BUSINESS LS LAND SURVEYOR PRM PERMANENT REFERENCE MONUMENT PCP PERMANENT CONTROL POINT P) PER PLAT M) MEASURED FND FOUND C/W CONCRETE WALK 5/W SIDEWALK CP CONCRETE PAD CS CONCRETE SLAB C CHORD LENGTH PK PARKER KALON R RADIUS POE POINT OF CURVE AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LBy6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO, FLORIDA 32801- (407) 426-7979 Q FNO NAIL AND DISC LB #6393 (10/17/03) 0 ROD ND CAPLB063931(10% 7/03)RON CNA CORNER NOT ACCESSIBLE A DENOTES DELTA ANGLE L DENOTES ARC LENGTH C.B. DENOTES CHORD BEARING PC DENOTES POINI OF CURVATURE PI DENOTES POINT OF INTERSECTION PRC DENOTES POINT OF REVERSE CURVATURE PT DENOTES POINT OF TANGENCY TYP TYPICAL A/C AIR CONDITIONER CBW CONCRETE BLOCK WALL RP RADIUS POINT OHU OVERHEAD UTILITY LINE ID IDENTIFICATION POL POINT ON LINE PCC POINT OF COMPOUND CURVE SURVEY, SUBJECT TO THE SURVEYOR'S NOTES CONTAINED HEREON MEETS THE APPLICABLE MINIMUM TECHNICAL STANDARDS" SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN C14APTER 61G17-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027, FLORIDA STATUTES. l0-ZI- FOR THE r FIRM WILLIAM R. MUSCATELLO JR. PSM#49 8 DATE CITY OF SANFORD PERMIT APPLICATION Permit # Date: Job Address: Description of Work: / Historic District: Zoning: Value of Work: $0 Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Fot21• . _ Electrical: New Service — # ofAA 1PS Addition/Alteration Change of Service Temporary Pole Mechanical! Residential Non -Residential Replacement New (Duct Layout & Energy Cads* Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of W r Closets Plumbing Repair— Residential or Commercials Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Tyne: # of tories: # of Dwelling Units: Flood Zone- (FEMA form required for tot;ber titan X) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Address: Phone: Contractor Name &' Address: Phone & Fax: Bonding Company: Address: Mortgage Lender: Address: Architect/ Engineer: Address: License Numberftlt BG. D _ R UM- on1% m6A9e j' Pliol0 32448 40'7 56-53an4/ Phone: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. I understand that a separate permitmustbesecuredforELECTRICALWORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. — OWNER' S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable. laws mpy dating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMPqT MAY RESULT iN YOUR )'A I -NO TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FLNANCING,.0 iTH YOUR DER 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 rope that ma a fo nd in the public ords of this county, and there may be additional permits required from other governmental entities ch as wat age ent dis stat agencies, or fe.dal agencies. Acceptance of permit is verification that I will notify the owner of the property of th equire Flori Lien w, FS 71 as o3 Signature of Owner/Agent Date to geftt LVIUs Date Print Owner/Agent's Name 'nt Contiactor .age 1 me 25% 3 SignatureofNotary -Stare of Florida Date Signature of Ko_-%-State of Florida Date MDIANE CAROL TOOKMANIAN SE MY COMMISSION I DD 1Li423O%wrer/Agent is _ Personally Known to Me orContractor/Agtc::s Persoto UPS: February 17, 2007 ProducedIDPrgduce, :- BandedThruNo" Po icUndenwim.. AI'I' LI('A1"ION APPROVED BY: Bldg: Zoning: Initial & Date) ( Initial fi Date) (Initial & Datc) (hritia I & Dau specia! Conditions: J r Kum CITY 'OF SANFORD ELECTRICAL PERMIT APPLICATION Permit Number: Date: The undersigned hereby applies fiRr a permit to. install the following electrical: I Owners Name: 7;g 17Ve Address of Job: 314` Apcot Cosa 6w-f+ # Q'I o I Electrical Contractor/ Residential:* W1000, Non -Residential: Number Amount Kddition,-Alletation, Repair (Residential & Non -Residential) New Residential: AMP Service New CqmmefrJal: AMP Service Th-ange of -Service: From AMP Service to AMP Service Manufactured Building Other, 0escr1ptIo6o(,Work:- Application Few. 10.00 TOTAL DUE:. 340 By Signing this application I am stating that I am In compliance with City of Sanford Electrical Code. Applicant's Signature State License Number 5-06-203 7:09AM 117f20M ir•4r!, O:re. •9 ... 'trJ'Itv.wp•f!ye•,Y:e!:, .n'Y;Q,•,; r. a.•• • ;. ,'; :. , n c.I 4 Permit # : job •AGdfii CITY OF SANFORD PERMIT APPLICATION Date: - 5 -L7 -03 F 1-:) /D 'Z— ti i.ll Ll,Ili . al l 1!N! f +'' Permit Typci Building._ Elccnical :V-1 Mechanical Plumbing Fire Sprinkler/Alarm r Pool lectrieal: New Service - # of AMPS Addition/Alteration Change of Service __ Temporary Pole — Mechanical: Residential Non -Residential Replacement New (Duct Layout &Energy C61c. Required) P,luinbinQ/ New Commercial: p of Futwri q of Water & Sewer Lincs # of Gas Lines _ PlumbiriVNew Residential: # orWater Closets:_ Plumbiag Repair- Residential or Commercial. Occupancy Type: Residential • Commercial Industrial Total Square }outage. _ Construction Type: # of Storiei: to of Dwelling Units: _- Flood Zone: , (FEIN.A form requirud for other tnan X) Par<ti a: ( Attach Proof of Own"snlp &. LLgal Dixicriptlon) / Owners N Dr. Addresa: _ vx /! 57Phone. 7 r - t r.2w ', l I - r P; rSContracmmd & Addrea:_Urj27SutcLicenseNumber i t l 1 e Phunv: Yhooc H Fax: .> J Conlocl Person: -•..c Unding(:ompany:-- Andre.(: Mortgage Lender. Address: Archilt•cLIEngineer: Phone. Fits: AdJrt)a: Application is hereby nude to obtain I permit to do the work and instillations as indicated. I certify that no wink or installation has corrunenctd prior to theissuanceorapermitandthatallworkwillbeperfnrrnodtomeetsuindardsofoillawsregulatingconswciioninthisjurisdiction. I undm anJ that scpan- permit must be scoured for ELECTRICAL WORK PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS. TANKS, and AIR CONDITIONERS. clu. OWNFR'C AFFIOA_y1T: I eMify that all of the foregoing information {a accurate and dut all w%" will be done mincompliance Withwith all applicable laws rngulanot; conafrucritan and zoning. WARNNO TOOWNSR: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYf'GTWICEFORIMPROVEMENTSTOYOURPROPERTY. IF YOU NTEND TO OBTAN FINANCING, CONSULT WrM YOUR LENDER OR ANATTORNEYBEFORERiiCURDNGYOURNOTICEOFCOMMENCEMENT. NOTICE: in addition to she requirements of thin pvrniL thert maybe additional restrictions applicable to this property that may be found in the public rc:ords ofthiscounty, and them may be addidonal permits requirod fmm other govemmatul amber such as water managmAnt disrnctc, since Ygmcies, or tcdml agencies. Acceptan a of permit is veritieation ih7i I will notify the owner of the property of the r quuemenu fIilorida haw,PS7 ]. iRrsaturc of Owner/ARcnt Uute Signulurtof("ontneint/About Ual< OrA I V 0 - Ck es Print Owner/Agent's Nanie Print Cvnrrxt gent'. iCnuure of Nulary•Siate of Florida Baru $igrinure of 'v ty•Slite nt'F'IonJ4 Uu:c ZPVr<r.n ,Iy Koo-n to Mr •I' iwncr/A ,cnt ie ,.-.•- Pe, eurinfly Known to Me ur yulr'aeln(/A eM 1> PrudoC.d 117 AI'I'LIIATION'APPROVED (IV:llldg:—...... /UI"fig:.••• thsaul,I)'uc) (I"11.11 .kite 4Jtinl Ihlu) (IIIItl71 8 Date) pcci:d loodiunn': -- Marie A. ZettlemoYe, ArP Commission ODD22138' Expires: Jul 15, 200' Bonded Thus Atlantic Bonding Co., Int Job Address: L PJh'fS woSS, fit:.•. , Description of Work: _L.l, l t P lam, c " `Historic District: ,Loring. CITY OF SANFORD PERMIT APPLICATION Date: I Ol n, 3ql W Jous I htva nS l Value of Work: Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool a Electrical: New Service —.# of AMPS Addition/Altcration Change of Service Temporary Pole 7 Mechanical: Residential Non -ResidentialI Replacement New (Duct Layout &Energy Cale. Required) i Plumbing/ New Commercial: # of Fixtures of Water & Sewer Lines of Gas Lines r'I Plumbing/New Residential: # bf Water Closets PlumbingX,t._ Repair — Residential or Commercial r. Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: of Dwelling Units: Flood Zone: (FEMA form required for other than X) T Parcel #: Attach Proof of Ownership & Legal Description) e y Owners Name & Address: \/ • 1' - k (tip Phone: Contractor Name & Address: State License CNumber: _ $ r', Phone & Fax: r,•••,. ( Contact Person: Phone: ADVANIAGE PLUMS INGY . .. INCBondingCompany. ' ' Address: Mortgage 407) 366-3994tLcnder: Address: Archltcct/Engincer: 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 cornmenced prior to•thcissuanceofapermitand -that all .work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must lie secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, andL. AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all ofthe foregoing information is accurate and that all work will be done in compliance with all applicable laws regulatingconstructionandzoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR ANATTORNEYBEFORERECORDINGYOURNOTICEOFCOMMENCEMENT. 1. • NOTICE: In addition to the requirements of this pctmit, there may be additional restrictions applicable to this property that may be found in the public records ofthiscounty, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance'of permit is verification that 1 will notify the owner of the property of the requiremen of lorid ,,,,FS3. 7 L 1! Signature of Owner/Agent Date Signature of Contractor/Agent pat j3 Print Owncr/Agent's Name Print Contractor/Agent's Name Signaturc of Notary -State of Florida Date Owner/Agent is _ Personally Known to Me or Produced ID APPLICATION APPROVED BY: Bldg: Initial & Date) Special Conditions: i Signature of Notary -State of Florida Date Contractor/Agent is _ Personally Known to Me or Produced ID Zoning: Utilities: Initial & Date) (Initial & Datc) l' FD: Initial & Date) I C(US{[Y UF SLM]<O[[ IM]`ACT FEE STAlIHEHT OTATErENT K[MBER 103-75511 DAT[:~~ D\)ILD1148 PERMIT NUmBakQ§11 (CITY) C{;]XTf NUMBER: __________ UNIT ADDRESS: __~-7 _\^ 09.*_T~________________________....____.-_-.._- T|<A|l7C ZON[: ._._ JU|ZIUJDICTIONL (6, 2]c: _ TKP: RKGk PARCEL: sUwDIVISIOX: TRACT: _____ PLAT BCOK: PLAT BOOK PAGE: BLOCK: LOT: 1 c= x'-L Y'----'-l_.i1-i -'!-'-----------'----.-. 0PPLICAAT WAinE: ' ADDRESS: _____________________________----.------------------------------'- ' S.1U0 USE CAJEI[RY: 001 - Single Family Detached House TYPE USL: De..idential WORK DESCRIPTION: Single Family Hcuoe: Detached - CunyLruction T' FEE EVENT RAJE FEE UNIT RA7E -PER & TYPE TOT D{[ TYP[ DIST SCHEDULE DESC. UNIT OF UNITS ROADS ' ARTERIALS CO -WIDE O dwl unit 5 705.00 1 $ 703.0() ROAD"; GLLECTCRS KORTH O dwl unit $ 142.00 1 $ 142.do LIDRARY CO -WIDE O dwl unit s 54.00 1 $ 54.00 CO -WIDE O dwl unit $1,384.00 1 a 1,384.oO AMOUNT DUE ^ a 2,205.0O N[JXlVLD DY: jL_V A SIBUATU&E: NOTE TOTO RECEIVING SIGNAT[RY/PPPLICANT: FAILURE TO NOTIFY ONH[R AM)) TIK[LY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. &TV<' DISTRIBUTION: 1-[CUNTY 3-CITY 2`A|`M-ICAN[ 1' COUNTY AH[TL*:!( PERSON*; hR[ ADVISED THAT THIS IS A STATEMENT OF FEES WHICH ARE DLE AND PAYABLE PRICR TO ISSUANCE OF A BUILDING PoRmyr. AN[ AU30 ADVISED THAT ANY RIGHTS OF THE APPLICANT, ON OWN[K, TO APPEAL THE CALCULATIONS OF 7PE ROAD, LIBRARY SYSTEM ANO/UR D 1ChTIOXAL (SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILlN8 A WRITTEN RECUEST WITHIN 45 CALENDOR DAYS OF THE RECEIVING SIGNhTURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY O UCCCPAFCY. THE REQUEST FOR REVIEW MUST MEET THE RE[UIREMENTS OF T|}E COUNTY LAND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING APP[A= OAY BE PICKED UP, OR REKUESTED, FROM THE PLAN IKP\'EMENTATION PFFIC[: 1101 116ST FIRST STREET, SANFORD, FLO%IDA 32771; (407) 665-747n. PAYMENT SHOULD BE MAD[ TO: CITY OF 2ANFORD DUIiDlNG D[\'MRTH[NT 300 HOS]';| PAIRK PAYMENT SHOULD BE BY CHECK OR MONEY [RDER, AND S|DULD 0!F1V0C|C[ AND CITY DUILDINS PERMIT NUMBER AT THE TOP 1]T OF TH[ HOl7C. vwT(|iS STATEMENT IS VAUID ONLY IN CONJUNCTION WITH ISSUANCE OF A14 FAMILY RUILDING FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM O.M.B. No. 3067-0077 Expires Dec. 31, 2005 ELEVATION CERTIFICATE Read the instructions on Da4es 1- 7. SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use: BUILDING OWNER'S NAME Policy Number D.R. HORTON BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number XXXX UNNAMED ROADWAY CITY STATE ZIP CODE FL PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 102, BAKERS CROSSING, PHASE 1 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: Ll GPS (Type): tie - ##' - ##.## " or ##.##### NAD 1927 NAD 1983 USGS Quad Map Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 61. NFIP COMMUNITY NAME & COMMUNITY NUMBER 82. COUNTY NAME B3. STATE SEMINOLE COUNTY 120289 SEMINOLE FLORIDA B4. MAP AND PANEL B5. SUFFIX B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER 86. FIRM INDEX DATE EFFECTIVEIREVISED DATE B8. FLOOD ZONE(S) Zone AD, use depth of foaling) 0045 E 4117195 4117195 A 27.5' B 10. Indicate the source of the Base Flood Elevation (BFE) data or base 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 B9: ® NGVD 1929 NAVD 1988 Other (Describe): _ B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ® No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are used on: ® Construction Drawings' Building Under Construction' Finished Construction A new FJevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations - Zones Al -A30, AE, AH, A (with BFE), VE, VI -V30, V (with BFE), AR, ARIA, AR/AE, AR/A1-A30, AR/AH, AWAO Complete Items C3.-a-i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, todocument the datum conversion. Datum Conversion/Comments . L• Elevation reference mark used _Does the elevation reference mark used appear on the FIRM? Yes 0 No u a) Top of bottom floor (including basement or enclosure) 29. 5 ft.(m) ca o b) Top of next higher floor N/A. -ft.(m) n v o c) Bottom of lowest horizontal structural member (V zones only) WA.. ft.(m) 0 o o d) Attached garage (top of slab) WA. ft.(m) B e) Lowest elevation of machinery and/or equipment w servicing the building (Describe in a Comments area) WA. E D o f) Lowest adjacent (finished) grade (LAG) WA. L u g) Highest adjacent (finished) grade (HAG) ft.(m) WA. fl.(m) z W o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0 W o i) Total area of all permanent openings (flood vents) in C3.h 0 sq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER'S NAME: WILLIAM R. MUSCATELLO, JR. LICENSE NUMBER: 4928 TITLE: PROFESSIONAL SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE 320 E. SOUTH S E TE. ORLANDO FL 32801 SIGNATURE WIRI: DATE TELEPHONEKdaft'Al[Vir 6/06/03 (407) 426-7979 FEMA Form 81-31, JUL 00 SEE REVERSE SIDE FOR CONTINUATION REPLACES ALL PREVIOUS EDITIONS IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Campany use: BUILDING STREET ADDRESS (Including Apt, Unit, Suite, ardor Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number XXXX UNNAMED ROADWAY CITY STATE ZIP CODE Company NAIC Number FL SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agenUcompany, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY DATUM; 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 Et through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. E1. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately representsthe building, provide a sketch orphotograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(cm) above or below (check one) thehighest adacent grade. (Use natural grade, if available). E3. ForBuilding Diagrams 6.8 with openings (seepage 7), the next higher flooror elevated floor (elevation b) of the building is _ ft.(m) _in.(cm) above the highest adacent grade. Complete items C3.h and C3.i on front of form. E4. For Zone AOonly: If no flood depth number is available, is the top ofthe bottom floor elevated in accordance with the community's floodplain management ordnance? Yes No Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA-issued or community - issued BFE) or Zone AO must signhere. The statements in Sections A, B, C, and E arecorrect to the bestof myknowledge. PROPERTY OWNERS OR OWNER'S AUTHORIZED REPRESENTATIVE'S WE 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 orordnance to administerthe community's floodplain management ordnance can complete SectionsA, 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 of the elevation data in the Comments area below.) G2. A community official completed Section E fora building located in Zone A (without a FEMA4ssued orcommun ityissued BFE) or Zone AO. G3. The following information (Items G4-G9) is provided forcommunity floodplain management purposes. G5. DATE PERMIT ISSUED G6. DATE 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, JUL 00 REPLACES ALL PREVIOUS EDITIONS THIS INSTRUMENT PREPARED BY: Patricia L. Coulton D.R. Hortonr Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 RECORD AND,RETURN TO: D.R. Horton Inc. 0" 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 04654 PG 1320 CLERKIS # 2003096371 RECORDED 06/06/NO3 110507 AM RECORDING FEES 6.00 RECORDED BY L McKinley NOTICE OF COMMENCEMENT Prepare in duplicate) The undersigned hereby gives notice that improvement will be made to certain real property, and in accordancewithChapter713, Florida Statutes, the following information is provided in the Notice of Commencement. Description ofOft` Lot(s) 100, 101, 102, 113, 114, and 115 Bakers Crossing Phase 2 Plat Book , Page(s) , 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 th Contractor: D.R. Horton, Inc. Phone #: Fax #: 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 th Persons within the State of Florida designated by Owner upon whom notices or other documents may be served asprovidedbySection713.13(1)(a)7, Florida Statutes: Name: Address: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided inSection713.13(1)(b), Florida Statutes: Name: Address: Expiration date of Notice of Commencement: (the expiration date is one (1) year from the date of recording unless adifferentdateisspecified): D.R. Horto , nc. 0 by: Robertawson, i ant Secretary Corporate Seal) STATE OF FLORIDA COUNTY OF ORANGE The foregoing instrument was acknowledged before me this day o' .J ,2003 by Robert A. Lawson Assistant Secretary of D.R. Horton, Inc., a Delaware Corporation, on behalf o t re corporation. He/She is personally known to me. Notary Public, State and County Aforesaid L...- - PATRICIA COULTON NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DD134330 MYCOMMLSSI0rl EX7.lULY262006 Notary Seal MARYANNE MORSL CLERK OF IRCUIT COURT N FLORI i lY CLERK vv' V 0 6 M. CITY ,ANFORD PERMIT APPLICATION . "23c,37 Permit No. -Cs— ao Ll y Date: Job'Address: APPALOOSh G+l t2T iK 2.17 G 3 ' Permit Type: Building Electrical Mechanical Plumbing Fire AlaraLlSprinkler bescrIption.ofWork Additional Information for Electrical & Plumbing Permits Electrical: —Addition/Alteration _•Change of Service Temporary Pole _New AMP Service of AMPS ) Plumbing/Residential: Addition/Alteration New Construction (One Closet Plus Additional) Plumbing/CommercIal: Number of Fixtures Number of Water & Sewer Drainage Lines Number of Gas Lines NaI011-11C Occupancy Type: Residential _Commercial _ Industrial Total Sq Ftg: Value of Work: Type of Construction: .81X- Flood Zone: Number of Stories: Number of Dwelling Uaits: .i Parcel No.: Attach Proof of Ownership & Legal Description) Owner/ Address/Phone: pCoco Ss10 2SO 4ZEA-4i t, Z_ LOPL cor Contra--Cho( SIE 10fZ (kWJ1p+F 1- State Licenso Number. CeQ05S!nCQ Contact Person: l7P TR C00 {OJ Phone & Fax Number. e-6--J 4ZZt3 Title Holder (If other than Owner): N h Address: • Bondiag: Company: NJ Address: Mortgage Lender. to h Address: Architect/ Engineer A •g C jL0JPAddress: 40t NSR• SIP,. t51.11 A1 . F 3'za h Phone No.: gam" =rR4- FaxNo. Application is hereby made to obtain a permit to do the work and installations as indicated I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be perforated to meet standards of all laws regulating construction inthisjurisdiction. 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 AFFIDAVTT: 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 FOP, JMPROVEM-NTS 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 thispermit, there may be additional restrictions applimble to this property that may be found in the public records of thiscounty, and there may be additional permits required from other go v=cntal entities such as water management districts, state agencies, or federal agencies. Accep f permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. Signa of Owner/Agen Date Signature of Contractor/Agent Date c r- . Ci Lau s n RAC kard P ' 0 er/Agent's Name Print ntractor/Agent's Name Signature of Notary -State ARYSEALDate Si of Notary-Statco[Florida Date OFFICI PATRICIACOULTON NOTARYPUBLICSTATEOFFLOP' COMMISSIONNO. ti . PATRICIA COULTON NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DD134330 Owner/ Agent is Personally Known to Me or Contractor/Agent is • V Personally Known to W or Produced ID Produced ID APPLICATION APPROVED BY: Date: --S-- r2 C , ._ 3 Special Conditions: N e D. R. HORTON HOMES 2--qDL SFR PERMIT PACKAGE CITY OF SANFORD CHECK LIST LOT # SUBDIVISION: BAKERS CROSSING ADDRESS 3a7:1 4 BUILDING APPLICATION POWER OF ATTORNEY 2 SETS OF SEALED PLANS 2 PLOT PLANS 3 SETS OF ENERGY CALCS MANUAL 1/ 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 Dr)-u6uJaj Rrml={- CITY OF SANFORD P.O. Box 2847 SANFORD, FL 32772 PHONE # (407) 330-5630 FAX # (407) 328-7367 APPLICATION FOR UTILITY SERVICE ACCOUNT (FULL` NAME) NAME 1) R_ • ADr- C• MAIDEN NAME SERVICE ADDRESS --S-*q AAt,oC T 5A L 3- 1 1 LL Q ip C)Z MAILING ADDRESS` D1Z` "Gl ttQ — TURN ON DATE SINGLE FAMILY RESIDENCE MULTI -FAMILY RESIDENCE COMMERCIAL n oh 0.L : - pl.Lli WORK# 40qr-t35:-q 10 3'Ot':TXCt' nn 1 1 1H OME# OWNER OF PROPERTY LJ- f i0 Tyl C I AM APPLYING FOR CITY OF SANFORD UTILITY SERVICE AT THE ABOVE ADDRESS. I AGREE TO FOLLOW ALL CITY RULES FOR UTILITY SERVICE AND TO PAY CHARGES IN EFFECT AT THE TIME OF DELIVERY. IN ORDER TO, -TRANSFER MY DEPOSIT TO ANOTHER. THE NEW APPLICANT MUST WHEN TRANSFERRING MY DEPOSIT TO ANOTHER SERVICE ADDRESS. I MUST PA I UNDERSTA44D THAT NON-PAYMENT OF MY ACCOUNT WILL STOP SERVICE. SIGNED; DATE DO NOT WRITE BELOW THIS LINE DEPOSIT AMOUNT $ CUSTOMER# APPLICATION FEE $ _ LOCATION# OTHER FEES $ LAST BILL READ THIS READ TOTAL . $ CSR DATE I hearby name and a Limited Power Of Attorney nt: Craig Coulton and r1 `.— C (l c) n each agent's of D.R. Horton Inc. To be my lawful attorney in fact to act for me and ply The Building Dept. of: SaRr For a residential permit for work to be performed at: Lot # : 10 a F- 2 Subdivision: akus Crossl Address: _;34,-4 APPAt.-0pSA (_0L--,ZT x--o9--n 'F-• -4-4a And to sign my name and do all things that are necessary to this appointment. Richard B. Ladd CBC055300 Contractor State Registration Number a-27-_V& S41/ ignature of Contractor This foregoing instr en was acknowledged before me this: Date: 0 3) By: Richard B. Ladd ( Contractor ) Who is personally no n to me. OFFICIAL NOT7"fM L PATRICIA CO NOTARY PUBLIC SPAORIDA COMMISSION N330 MY COMMISSION EXP. State of FlJ"ange da County of Notary ublic Signature Notary Seal I=A P EX G OTLTRO iL Sentricon* Colony Elimination System Pretreatment Plan Agreement Date of Install : Contract Number PUCHASERS 1N1A_ME—AND\\A-DDRESS Name .• C J> . 'Di - Address 6 , City/State/Zip auNA to, :1 322 ZZ Phone & Email Quarterly Payment Amount First payment due on the Install Anniversary Date) Any payment deemed 30 days past due will result In the cancellation of this Warranty and Justify removal of the Sentricon System. CUSTOMERS NAME AND ADDRESS Name Address City/State/Zip Phone & Email INSTALLATION ADDRESS: ._;3 - A9PALo0SoO,, GOUVI-F, f=1-. 302-q-.- SPECIAL OR ADDITIONAL COMMENTS NOTIFICATION STICKER LOCATED: - EZ)A T' a%QCQZ . 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 described property during the warranty period, Apex will, upon notification and Inspection, arrange for the necessary repairs and pay the cost of labor and materials not to exceed $1,000,000. Apex may chemically treat the affected area of the property at no additional cost to the Customer. THE UNDERSIGNED CONSENTS TO AND AUTHORIZES THE WORK CONTEMPLATED HEREIN, AND FURTHER AGREES THAT THE TERMS AND CONDITIONS STATED ON EITHER SIDE OF THE AGREEMENT SHALL GOVERN THE RELATIONSHIP OF THE PARTIES. Apex Representative Signature Date Customer o Agent Signature Date Apex Pest Control Inc., (Apex) will, in substantial compliance with all federal, state, and local laws, rules, and regulations, and all applicable recommendations contained in literature provided by DowElanco: 1. Install Sentricon* stations (the Stations) In the soil around the outside perimeter of the structure(s). 2. monitor those Stations for twelve months from the date hereof; 3. during those years, add Recruit* termite bait and remove It from the Stations as appropriate; and4, during those years, Inform the Customer of: a. any new or increased termite activity noted at the Stations b. any addition or. removal of Recruit* of Recruit* termite bait; and C. any observed effect of the Sentricon* Colony Elimination System (Sentricon) on termite activity. The Company will extend this Service Commitment following the original twelve month obligation. The SentriconPretreatmentPlanmaymaintainedfortheLIFETIMEoftheIdentifiedpropertysubjecttothetermsandconditionsofthisagreementforperquarter (3mo period) payable on or before the end of the previous monitortng period. Afterthefifthyear, and each year thereafter, Apex reserves the right to revise the quarterly payment amount, not to exceed 10% per year. The Customer warrants full cooperation with Apex during the term of this Agreement, and agrees to maintain the areas) baited free from any factors contributing to Infestation such as wood, trash, lumber, direct wood -soil contact, standing water. under pier type structure, or as noted In "Special or Additional Comments". The Customer also agrees to notify Apex of andeliminatefaultyplumbing; leaks; dampness from drains; condensation or leaks from the roof or otherwise Into, onto, or underthearea(s) baited. At no time will damage caused to any portions) of the Structure(s), even by an active wood destroyingInsectInfestation, be the responsibility of Apex In areas where any of the conditions described In this Paragraph exist. FailureofApextoalerttheCustomertoanyoftheaboveconditionsdoesnotaltertheCustomersresponsibilityunderthisparagraph. DISCLAIMER: COMPANY DISCLAIMS ALL OTHER WARRANTIES, WHETHER EXPRESS OR IMPLIED; INCLUDING STATUTORY WARRANTIES, AND SPECIFICALLY DISCLAIMS ANY IMPLIED WARRAINTES, OFMERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE, OR WARRANTY OF WORKMANLIKE SERVICE. FURTHER, COMPANY HAS MADE NO AFFIRMATION OF FACT OR PROMISE RELATING TO THE PRODUCT ORSERVICEPROVIDEDHEREUNDERTHATHASCREATEDORAMOUNTEDTOANEXPRESSWARRANTY. - Customer expressly waives and releases any claims In any lawsuit, arbitration or other legal proceeding against Apex fornegligence, torts, personal Injury, death, violation of any statute, rule, or regulation, loss of use, diminution of value, economic, compensatory, lheldental, consequential, exemplary, punitive, liquidated, treble, or special damages If any kind, and in no. event shall Apex be liable for any amount greater that amount paid by the Customer to Apex for the service to be performed. SENSITIVITY/PHYSICAL FACTORS: Customer understands and agrees that (1)lt Is the responsibility of all family members, visitors, guests, and/or other temporary or permanent occupants to consult a physician if necessary regarding any affects the Property treatmentngnotlessthanwoyspriortotreatmentregar sensitivi a concerning odorsrdust, tpolleand (lt Is their ln, respiratorypIllness, oriother condition thattmay)beactivated or exacerbated by tingany-allergy products and or ty techniques utilized by Apex. GENERAL TERMS AND CONDITIONS Byspecificreferencehereto, the Customer understands that the general terms and conditions are hereby made part of this contract and apply without exception. 1. DOWELANCO OWNERSHIP OF SENTRICON* SYSTEM COMPONENTS: The Customer understands that: All components oftheSentrlcon *System (Components) are and will remain to property of DowElanco. The Customer has no rights to any of the Components, and the Purchaser may not alter, remove, or modify the components in any way, other than the right to their use as Installed by Apex on the Customer's premises under this agreement. 2. On expiration or termination of this Agreement, Apex and DowElanco or Its representative are authorized by the Customer to retrievefromtheCustomer'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 Sentr con* System a. Apex will: (1)so notify the Customer; (2)offer Customer the alternatives of either using a different form of termite protection ordiscontinuingtherelationshlp(note: Conventional "liquid barrier" method of termite control may not offer an effective meansofcontrollingcertaintermiteInfestationsofcertainstructures. In such event Apex may not be able to offer a different form of termite protection, and therefore may have to discontinue the relationship.); (3)lf the Customer and Apex (Parties) agree on use of a different form of termite protection, give the Customer credit for service paid for but not yet received; (4)if theCustomerelectstodiscontinuetherelationship, or if Apex cannot offer an effective different.form of termite protection, refundtotheCustomeranamountequaltothefeepaidforservicesnotyetreceived, andt(5)retrleve, or advise DowElanco'or Itsrepresentativeswheretoretrieve, 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)either agree with Apex on the use of a different form of termite control or elect to discontinue this relationship. ADDITIONSAND/OR ALTERATIONS This Agreement covers the Structure(s) Identified herein as of the date of the Initial installation. Prior to; (1)the Structure(s) being structurally modified, altered, or otherwise changed or; (2) to any termitleide being applied on or close to thelocationofanyStation, or; (3) soil Is removed or added around the foundation, or; (4) any tampering -of baiting equipment or supplies occurs, the Customer will immediately notify Apex In writing. Failure to notify Apex In writing of the events listed above may void this Agreement. Additional services because of any alteration, addition, or other such event, may be provided by Apex at the Customers expense, and may require and adjustment in the annual fee. DAMAGERELATEDTOSERVICEApexwillexerciseduecare 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. timetheworkIsperformedexceptthosedamagesresultingfromgrossnegligenceonthepartofApex. PAYMENT/ DEFAULT. All payments due pursuant to this Agreement shall be made at the Apex Corporate Headquarters located In MerrittIsland, Brevard County, Florida. In the event of failure to 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 cumulative, and (2) Interest shall accrue at the highest rate allowed by law during the period of any delinquency, and (3) Customer agrees to pay all costs and attorneys fees Incurred by Apex, whether or not suit Is brought. VENUE/SEVERABILITY. Venue for any and all legal proceedings shall be in Brevard County, Florida. If any part of this Agreement Is heldtobeInvalidorunenforceableforanyreason, the remaining terms and conditions of this Agreement shall remain in full force and effect. CHANGE IN LAW. In the event of a change in applicable law as it pertains to the services promised herein, Apex reserved the right. to revise the annual extension charge or terminate this Agreement. DISCLAIMER/ CONDUCIVE CONDITIONS Apex's liability under this Agreement will be terminated If Apex is prevented from fulfilling Its responsibilities under the terms of this Agreement by any reason of delays in transportation, shortages of fuellor materials, sttlkes, embargoes, fires, floods, hurricanes, storms, quarantine restrictions, or any other act of God or circumstances beyond the control of Apex. Apex disclaims any liability for special, Incidental, or consequential damages. This Agreement does not cover and Apex will not be responsible for; (I)termite damage resulting from water leakage; (2)termite damage resulting from masonry failure or grade alterations; 3) termite damage resulting from direct wood to soil contact; (4)furniture and contents; (5)nreas of existing damage unless areas have been repaired by Customer's evidence of receipts. ARBITRATION. Not withstanding any provision contained herein regarding lltigation, In the event of any dispute arising hereunder, Customer agrees to submit the dispute to the least expensive procedure of arbitration in accordance with the rules and procedures for commercial arbitration of the American Arbitration Association or any successor organization, and In accordance with and subject to all th( provisions of the Uniform Arbitration Act as In force In the State of Florida, or the Federal Arbitration Act, 9 U.S.C. section 1, et seg. Th( proceeding shall be governed by one arbitrator, and the location of arbitration will be Brevard County, Florida at the offices of Apex or it! designee. The arbitrator will have the complete power to determine all Issues of fact and law, and any determination of the arbitrators wil be final and conclusive, and binding on both parties. Customer agrees that any such arbitration shall be conducted on an Individual basis and not a class wide basis. Apex shall recover all fees, costs, and attorneys fees associated with the arbitration proceeding. ENTIRE AGREEEMENT. The service Agreement signed at the time of purchase constitutes the entire Agreement between the parties an( no other representations of statements will be binding on the parties. REFUNDS. Apex at any time on or after 36 (thirty-six) months from the Initial date of Installation, terminate this Agreement and b relieved of any liability hereunder If Apex determines, In Its sole discretion, that It Is unable to prevent or stop further damage to Propert from subterranean termite activity. Partial refunds may be made under the discretion of Apex Pest Control Inc. NOTICE OF CLAIMS, ACCESS TO PROPERTY. Any claims under the terms of this Agreement must be made Immediately In writing t The Apex Corporate Office. Apex Is only obligated to perform under this Agreement if the Customer allows Apex access to the Identille Property for any purpose contemplated by this Agreement, including but not limited to re-Inspectlon, whether the Inspection was requeste by the Customer or considered necessary by Apex. LIMITED ASSIGNABILITY. This Agreement is assignable by Customer for It period of i (one) year from Its effective date. After th Initial 12 (twelve) month period, Customer may transfer or assign this Agreement with a = transfer fee payable to Apex within thirty) days of the transfer of the treated Property. Trademark of DowElanco Brevard Area Orlando Area Tampa/Sarasota Area 508 S Plumosa St. 7006 Stapolnt Ct. #G 5314 Faulkenburg Rd N MerrittIsland, FL 32952 Winterpark, FL 32792 Tampa, FL 33510 407. 459-2847 407-858-0540 813.221.2847 800- 929-2847 888-764-2847 877.459-2847 CITY OF SANFORD BUILDING DIVISIONSUBMITTALREQUIREMENTSFORRESIDENTIALBUILDING PERMIT I. Two (2) recent boundary and building location surveys showing setbacksfromallstructurestopropertylinesforpermitforstructures (not fences) 2, Two (2) complete sets of construction design drawings drawn to scale, Complete sets to include: a, Foundation plan indicRtig footer sizesbastoeplacementg wails. Provide side view details of these footers with rein b. Floor plan indicating interior wall partitions and room identification, room dimensions, door, window, and/or opening sizes, smoke detector, location(s), landings, deeks and stairs. Bathroom fixtures and distances from wails are to be shown. Note the State of Florida requirements for bath door for complianceofHandicappedCode (F.S. 553, Part 5) C. Elevations of all exterior walls, east, west, north and south. FinishfloorelevationheightasperCityEngineeringDepartmentor subdivision plat. d, Cross sections of all wall sections to be used in the structure. Bearingnon-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 spticing openings to carry and support trusses. 9. Stair details with tread and riser dimensions, stringer size, methods of attachment, placement of handrails and guardrails. h. Square footage table showing footages: 40 S.F. Garages/Carports -- S.F. Porch(s)/Entry(s) Patio(s)a S.F. Conditioned structure—-tS.F. Total (Gross Area) 3. Three (3) sets of completed Florida Energy Code Forms (Form 600-A-97) 4. Soil analysis and/or soil compaction report. If soils appear to be unstableorifstructuretobebuiltonfill, a report may be requested by the Building Official or his representative. 5. Other submittal Documents: a. Utility letter or approval when public water supply and/or sewer system connection to be made. b. Septic tank permit to be obtained from Seminole County Health Department at: 400 W. Airport Blvd,Snnford, Fl (407) 665-3600. c. Arbor permit when trees to be removed from property. Contact theCityEngineerfordetailsregardingthearborordinanceandpermit. 6. Application to be completed thoroughly and signatures provided by a licensed anal insured contractor. OWNER/BUILDER MUST APPEAR IN PERSONS TO SIGN APPLICATION AS PER FLORIDA STATE STATUTE 489. Subcontractor license numbers must be included on the application. If electrical, mechanical or plumbing permits have not been issued, inspections will not be scheduled or made and subcontractors will be subject to penalty under the City Ordinances. REQUIRED INSPECTIONS DURING AND UPON COMPLETION OF CONSTRUCTION 1. Footer 2. Underground, electrical, mechanical and plumbing 3. Foundation elevation survey 4. Slab 5. Lintel- tic beatbs - columns- cells 6. Rough electrical 7. Rough mechanical 8. Rough plumbing 9. Tub Set 10. Framing 11. Tenant Separation / flrewall 12. Insulation, walls and/or ceilings 13. Electrical final, mechanical final and plumbing final 14. Building final 15. Other DATE SIGNATU Dy Owner or Authorized ent) PLOT PLAN DESCRIPTION: ATARCLL OF LAND LYING AND BEING IN SECTION 18, TOWNSHIP 20 SOUTH, RANGE 31 EYE .'T,. CITY OF SANFORD, SEMINOLE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHEAST CORNER OF TRACT "G" BAKERS CROSSING PHASE 1, THENCE N00'18'49"E A DISTANCE OF 629.70 FEET TO THE POINT OF BEGINNING THENCE; N89'41'11"W A DISTANCE OF 122.34 FEET; THENCE N00'00'00"E A DISTANCE OF 37.34 FEET TO A POINT OF CURVATURE, SAID CURVE BEING CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 50.00 FEET, A CHORD BEARING OF N15'27'42"W, A CHORD LENGTH OF 26.66 FEET, CONTINUE ALONG ARC OF SAID CURVE NORTHWESTERLY A DISTANCE OF 26.99 FEET THROUGH A CENTRAL ANGLE OF 30'55'25"; THENCE N59'04'35"E A DISTANCE OF 23.15 FEET; THENCE S89'41'11"E A DISTANCE OF 110.00 FEET; THENCE S00'18'49"W A DISTANE OF 75.00 FEET TO THE POINT OF BEGINNING, CONTAINING 0.21 ACRES t. NOTE: WE DO NOT ACCEPT RESPONSIBILITY FOR ANY ERRORS THAT MAY OCCUR FROM THE USE OF THE UNRECORDED / PROPOSED PLAT THIS PLOT PLAN IS BASED ON. GRAPHIC SCCALE O 15 30 F 1 1 1 12 t N Qi3au QO 3 1 OuolyWY I Q I Lvmv0 NQO zo 1w O il'.....::.;': vo 0W I~ 4- O 0 11 m I ' I I zm I I Z)0 I FLOOR SLAB ELEVATION MUST BE 1611 i1R; ,'; ;7ROWN TRACT'rlf:"IQaJACEt T ROAD UNLESS OPEN AMERWiSEAPPROVED1 110.00' S89'41'11 "E 1 s3 0' I I PROPOSED T— 34.7' MODEL 2879 r mFINISHEDFLOORa ELEVATION=29.5 m.o i z 62.33' om O OA o I z O i D Nfm Zm 53.0' I1 II mien IcOZ Z n 1'f N89'41'11 "W 122.34' LOT 103 r"I 'p, / v olAmi POINT OF COMMENCEMENT O A=30'55 25 NORTHEAST CORNER OF 14 LOT 102 CONTAINS 9216 SQUARE FEET t TRACT 'G' BAKERSR = 50. 00 CROSSING PHASE I THIS STRUCTURE CONTAINS 2107 SQUARE FEET t TOTAL CONCRETE 601 SO. FT. f TOTAL SOD 6508 SO. FT. t BUILDING SETBACKS FRONT: 25' REAR: 20' SIDE: 5' PREPARED FOR: CORNER: 15' MLW: 50' D.R. HORTON 1. ELEVATIONS SHOWN ARE PER LOT GRADING PLANS PROVIDED BY THE CLIENT. THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION LIST FOR CONSTRUCTION. ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES ONLY. THIS IS NOT A SURVEY THIS IS A PLOT PLAN ONLY I LAVE EXAMINED THE F.I.R.M. COMMUNI PANEL NO 120289 0045 E DATED 4/t7/95 D FOUND THE SUBJECT PROPERTY APPEARS LIE IN ZONE AREA WITHIN 100 YEAR FLOOD. BEARINGS SHOWN HEREON ARE BA5EO ON THE NORTHERLY LINE OF LOT 102 A BEING S89'41'11" -E PER PLAT. FIELD DATE:) REVISED: SCALE: 1" = 30 FEET APPROVED BY: SJ 11 ISg JOB NO. ASM41489 DRAWN BY: LOT PLAN 5-13-03 .AAL L=26.99' CB=N15*27'42"W C=26.66' LEGEND W N 0 O v Lp CO O A O LD m D r z m z P Ln m n 0 z CO I IV 0 1 CA 0 m r r 00 D r m D W< m z C p m C7 LP fV POINT OF BEGINNING BUILDING SETBACK LINE MLW MINIMUM LOT WIDTHCENTERLINEPOBPOINTONBOUNDARY RIGHT OF WAY LINE POL POINT ON LINE X% PROPOSED ELEVATION PCC POINT OF COMPOUND CURVATURE POC POINT ON CURVE PROPOSED DRAINAGE FLOW OR OFFICIAL RECORD PO PLANNED DEVELOPMENT CONCRETE A DENOTES DELTA ANGLE LB LAND SURVEYING BUSINESS L DENOTES ARC LENGTH LS LAND SURVEYOR C.B. DENOTES CHORD BEARING PRM PERMANENT REFERENCE MONUMENT PC DENOTES POINT OF CURVATURE PCP PERMANENT CONTROL POINT PI DENOTES POINT OF INTERSECTION P) PER PLAT PRC DENOTES POINT OF REVERSE CURVATURE M) MEASURED PT DENOTES POINT OF TANGENCY CALC) CALCULATED TYP TYPICAL FND FOUND A/C AIR CONDITIONER C/W CONCRETE WALK CBW CONCRETE BLOCK WALL S/W SIDEWALK RP RADIUS POINT CPPB CONCRETE PAD PLAT BOOK RC5 RADIUS SLAB P S pqG[[g[• C CHORD LENGTH N NA NAL GRADE R/W RICHT-OF-WAY S0. FT. SOUARE FEET nRR OFFICIAL RCCORDS BOOK AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER L8y6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO, FLORIDA 32801- (407) 426-7979 1. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 3. NOT VALID VATHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. FOR THE r FIRM WILLIAM R. MUSCATELL4JRP 928 DATE Q k rt?—' . CAULK BETWEEN ONE By WOOD CONCRETE OP WOOD BUCK t BUCK HT OTHERS nAS07a7Y IEnIrIG 6T OiHEP.S MAST. OPENING OTHERS91, CAULK BETWEEN VINDaV FLANGE L WOOD BUCK 1_B/A' MIN. c 1 EMBEDHENT INSTALLATION ANCHOR 3/16' DIA. TAPCON STUCCO BY OTHERS SHIM AS REO-D. PERIMETER 1/t' MAIL SEE NOTES) CA(!LK BT.OTHERS FLANGE TYPE VINDOV FRAME, HEADER RIGID VINYL GLAZING BEAD TYPJ GLASS BOW TYPJ (SEE MOTES) GHT) Ex BUCK CAULK BETWEEN WINDOW HEIGHT) FLANGE t PRECAST SILL V/ VULKEM 116 ADHESIVE CAULK- OR APRV'0 COL. FLANGE TYPE PERDETER CAULK V(NDOV FRAME SILL BY OTHERS 1 a CAST SELL (j c BY OTHERS 1q NOTES- _ SECTION A —A I) SHUJ AS REOD. AT EACH INSTALLATION ANCHOR. AIAx ALLOw.AeLE — SHOW STACK TO BE 1/4-, p2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063 3) INSTALLATION ANCHOR MUST 6E OF SUFFICIENT LTH. TO AC:9£VE MIN. EMBEDMENT OF 1-1/4- INTO MASONRY OR CONCRETE. s) USE SLICOMIZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HSAD JAMES SILL MUST 6E ATTACHED TO THE SUSSTRATE WITH VULKEM 116 ADHt£SA/E CAULX OR APPROVED ECIJAL, 5) U5E SILK:OMZED ACRYLIC CAULK FOR PERIM£.[P, Sill AROUND W.HOWIEXTERROFNOOWFLANGE. r 6) IF EXACT WINOOW SIZE IS NOT USTEO ON ANCT;. CHART- US_ ANCHiORGJANTITYLISTED +MATH NEXT LARGER SIZE. I.F. 7_: APPROP, 4.•Ai£ DESIGN PRESSURE REO'D 7) GLASS THICKNCSS MAY VARY PER THE F.EOL7F,_MEMTS GF ASTM E1300CLASSCHARTSB) LETTER _ESIGNATIONS ON THE TAPCON LOCATION C:-APi WHERE TAPCON ANCHORS ARE TO 6E INSTAL_E9 WHEN USING T r EXTERIOFELEVATIONASAKEY9) ALL FACTCI.YAPPLIED TOLES NOT DESIG71AT.0 FOR IA=CC•NANCHORSHOULDBEfIVEDWITHP' - - - - B V 1-1/a- nIN BUCK WIDTH) CJ12£DHENi INSTALLATION TANCHOP APCONONEBYWOOD3/16' DIA TAPCON p BUCK Br OTHERS BY HERS SHIM AS RCO"D. RIGID vlNrl vs' MAX, GLAZIMG 9SAD (SEE NOTES) c CT YP.3 GLASS( TYPXSEE NOTES) 17- IY /1\I O FLANGE TYPE - vINrov FRAME JAMBCAULK BETWEEN WINDOW FLANGE: o t WOOD BUCK PERIE CAULK CAULKBY OTHERS V. V. WINDOW vIDTro CAULK BETWEEN WOOD BUCK t MAS• Y.. OPENING BY OTHERS SECTION B-B CONCRETE OR MASOMR- YOP[N(NG BY OTHERS TO PROvC£ MIN 5/£ W EMPEDM_NT IN77 WO(u] a K, r, 1 10) F-OR10A _XT:uoERS 1;:.0 SE:-aE5 SmwE nt;N, IS SHOwH :-15 PRINT A:;N AtP'_IES i0 irE FLORIDA EA•. %cC-.E= i '+O ._._ tp SE-1E5 S.NG:,E HUNG_ - I/ I\I I •\\/r\ I I Ii) WHERE a OW I< rN5'=_ :N 1eA_hn' C'=Nr, W:7r . — V \/ I V SUFFrC:= N: - _- - =v==- - \J I - - r J...I \ R E:;°°,;:. I ALL .•_- __ -..- --_ = =_ --- -- -'• - 0. J• TAPCON LOCATION CHART CALL BUCK LOCATIONS IN HEAD LOCATIONS IN JAMB SIZE SIZE 30ng TO tar+.- II(V TO 70PSF Ong TO 40P7 41PV TO 7OpV 12 Ie I/a a 25 13 Ie 1/a X 37 3/a 6 B F,c G.., N1a1/a X .9 5/5 8 B F;G- s F Tay1a1/a : ss I/• 8 B F,G. F' IStoI/e X 62 16 . - 1a 1/8 a 71 F.G3•FIUt - 17tatKalTH2 BM325 1/2 X 25 25 1/2 K 37 3/5 8 tns 23 1/2 z 49 B 8 FF `- 1N431/4 25I/2 K SS 1/s B F iM5251/2 X 62 8 B THISis1/2 71 8 B FF --':fFlU'i t- IM7251/2 X e3 B B F,cJ.K o: FFJ.K 301/2 . 25 29 1/2 X 25 B 3D 1/2 . X 3/a 29 1/2 X 37 3/8 8 8 F,G F ._'.'.. - 301/2 . 50 3/8 29 1/2 X a9 5/a a B F.G F.CJ1J 30 1/2 . 56 1/4 29 1/2 X 55 1/4 6 6 F_C IFF.MJ - 301/2 . 53 29 1/7 X 62 8 6 F-C F,G,MJ 301/2 . 72 29 1/2 X 7I 8 6 F.CJ1J F,c.HJ 3012. a. 29 1 2 K e3 e B F.CJ.K F.GJ.K 36 X 25 23 36 A 37 3/3 6 24 31 . 0 3/0 B e F,G245FFJU36 A 55 1 g e F.G F,GJIJ 25z6i26 36 X II B e F,CJIJ OiiJG1U 2736ze3eBF,CJJ( F,G,mi j.K 42 + at X 25 2 . X 315 q : 37 3/a 8 B F.G FFJ1J a2 . 50 S/a 1 X •9 5/a B 9 F.GF.G" a2 . 56 I/1 1 X SS 1/1 6 E FAJV FAA, - 42 63 41 z 61 6 8 FAKJ 0_EF,cJIJ - 42 . 72 al X 71 6 8 F,GJ+J O,EFJGJ"J A . a. AI K a3 e B F,GJ.K F,GJUJ.K Aa . 26 47 z 25 6 A.0 A8 . X 3/S 7 : 37 3/a 6 A,C f,G F,GJ+J S/ E 7 K .9 5/3 a A.0 F.G F,GJIJa • . 56 1/• a7 . 55 1/• 6 A.0 F.G.HJ F,GNJB . 53 7 X 62 6 A_C F,GJIJO.E.F.CJIJ 48 . 72 7 X 71 a A.0 F,GiHj D.E.F,GJIJa: • 47 X 83 If - F K F HIJK 32 52 1/3 A 25 6 A_C F.GF.G 33 52 (/6 X +7 3/a 6 A.0 f cF.C.MJ 34 52 1/E X 9 I," A.0 F-Gill F,GHJ3A5 u I/a K 55 1/4 a A.0 F_C.M,1 0_EF.GNJ 5 52 1/a X 67 B A•C F,GHJ O.EF_GJU 36 52 1/E 71 6 A.0 F.G-HJ O.EF,G.H,I 37 52 1/E R 63 A,(' F.G.J.Y. O.EF.G,J.X.JK37 SI__ NGT AVSILAFL: IN 1000 OP IAO SERIES. FLORIDA EXTRUDERS`"SANFORD, FLORIDA TITLE INSTF-LOTION HT SG r.UPi _',;iND,-...- - S=F,;=S !OOO isOO E fOOU DRAWN BY: i APPPOVE] BY: DATE SCALE', JDWC LEXiJJ! CAULK BETWEEN BY$HCOTHATHINGERSVINDOV FIN & \ SHEATHING INSTALLATION AI(CHOR I: 8 WOOD SCREW 1 STUCCO BY OTHERS i . PERIMETER i CAULK BY OTHERS ' WINDOW FIGHTGLAZING ( TYPJ SEE NOTES) SHIN AS REO'D. . .. -.- SEE NOTES) IV 3 _ wAL B N A. MkNUF A' I MAX. 1+ (- ,7_a AZ,NG_1T tfVIMSPACE ` ( siliyiffcSEE Mat FIN TYPE rt a = s 'WINDOW { RAMS - HEADER GLAZING ( Ty"- - - - -- SEE NOTES) ' - WINDOW - WIDTH A f— WINDOWWIDTH 1' MIM EMBEDMENT TWO BY WOOD By THCRS FIN TYPE WINDOW FRAME SI ICRBLE SILL PERIMETERSTOOLCAULK — BY OTHERS \ BY OTHERS INSTALLATION ANCPFJR I fV0 S`' VcQD 98 v1.f)BSEREW Br 07.EPS STUCCO BY OTH{PS J CAULK BETWEEN Vinlow FIN SHEa *_zNG SNEAT:.! Mc. 3, rH= E 3MENT z1. CTC_ a e EOUALLY SPACE MAX. YP.I ANCHORS (TYPJ WINDOW HEIGHT T— A I 6MAX. J t TYPJ 6' MAX- ( TYPJ ELEVATION VIEWED FROM EXTERIOR SHIN AS REO'D. SEE NOTES) a 1/ 1" NAIL SHIM SPACE TWO IT V STUD BY OTHERS KTN E: NBEDNfr( i , W SHE THING FIN TYPE FIN NDav FRANC ) ;: 1 SH[ATHDIG - JAMB-ry. PERIMETER -- "' 1NSTAL0TEON-i.CHOR .. CAULK Ellr as WOOD SCREW BY OTHERS STUCCO - BY OTHERS — i SECTION B= B NOTES. I) SHIM AS REO'D. AT EACH wrSTALLATIOH ANCHOR. J; MAX. ALLOWABLE SHIM STACK TO BIE .,1/s 2) WINDOW FRAME MATERIAL: ALUMINUM_ALLOY 6063. C'":= 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT. LIM. -.: TO ACHIEVE MIN. EMBEDMENT OF 1" INTO WOOD BUCK_;'. s) USE SR)COraZEO ACRYLIC CAULK BERND WB(OOW FIN- ,;_- AT HEAD. SILL & JNIBS. - S) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL -: AROUND EXTERIOR OF W1NOOw FRAME.' I - 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR QUANTITY LISTED WITH NEXT LARGER SIZE. ' 7) GLASS THICKNESS MAY VAR-. PER THE REOLXREMENTS:OF. AST. E1300 GLASS CHARTS. 8) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG IS SHOWN. - THIS PRINT ALSO APPLIES TO THE FLORIDA ETRUDERS 15M AND 2000 SERIES SINGLE HUNG WNOOWS. REVj DESCRIPTION j DATE. IIN[ EXTRUDERS INTERNATIONAL. INC FLORIDA EXTSANFORD. FLORIDA j I TITTLE: INSTALLATION DE-=;> W/:? SCREWS j I TINGE_ HUNG FIN .. _13. _-:'cS 1000, 1500, g 20GL j I D A:9N BY:BS APPROVED BY. CONCRETE ORMASONRYOPENING BY OTHERS ONE BY WOOD BUCK BY OTHERS CAULK BETWEEN ` WINDOW FLANGE L WOOD SLICK STUCCO J BY OTHERS PERIMETER CAULK BY OTHEP.S GLASS (TYP.) SEE NOTES) VA MNDOVHEIGHT) PERIMETER CAULK BY OTHER: INSTALLATION ANCHOR 3/16' DIA. TAPCON CAULK BETWEEN WOOD BUCK L MAS'Y. OPENING p BY OTHERS j-[/f MIK p AAEMBEDMENT B. V. I-v. >•In CONCRETE OR BUCK WIDTH) MASONRY OPENING BY OTHER: SHIM AS RED D. p 1/ f• MAX. SEE NOTES) INSTALLATION ANCHOR GLASS < T rP.) / 3/16' DIA. iAPCON SEE NOTES) L / v j F( SEEMAX. D. SS I w WINDOW FRAME W. W. RIDGED VINYL A GLAZING BEAD B. H. —urHEIGHT RIDGED VINYL GLAZING BEAD FLANGE TYPE VINDOV FRAME W. H. f ELEVATION e RIDGED VINYL GLAZING BEAD r CI ONE BY WOOD BUCK BY OTHERS FLANGE TYPE -- WINDOW FRAME CAULK BETWEEN PERIMETER WINDOWFLANGEv L WOOD BUCK CAULK BY OTHERS CAULK BETWEEN V. V. T VOOD BUCK L Mn S' Y. OPENING V[ NDOV WIDTH) \ BY OTHERS SECTION B-B I 2:• D.C. MAX. (TYP.) 6' MAX. (TYP.) II \ I ! tl VIEWED FROM EXTERIOR NOTES' 1) SHIM AS REO'D, AT EACH INSTALLATION ANCHOR_ MAX. ALLOWABLE SHIM STACK TO BE 1/4. 2) WINDOW FRAME MATERIAL ALUMINUM ALLOY 6063. 3) 3/16- DIA- TAPCON INSTALLATION ANCHORS MUST BE OF SUFFICIENT LTH. TO ACHIEVE MIN. EMBEDMENT OF 1-1/4INTO MASONRY OR CONCRETE. f) USE SIL ONIZEO ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD L- JAIES. SILL MUST 6E ATTACHED TOTHESUBSTRATEWITHVULKEM116ADHESIVECAUL( OR APPROVED EOIJAL S) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTEPIOR CF WINDOW FLANGE 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR Cr AR.T. USEANCHOR OIJANITY LISTED WITH NEXT LARGER SIZE. FOR THE APPROPRIATE DESIGN PRESSOR_ REO'O. 7) GLASS THICKNESS MAY VARY PER THE FEOVIP.EMENTS OFASTM E13OO GLASS CHAF.TS 6) wHERE SPACING EETWEEN TAPCON ANCHORS EXCEEDS 2- IN O C . !° SCREWS OF SUFFICIENT LTH. TO PROVIDE MIN 5/8 IN. EMBEDMENT INTO WOOD SUCK SHOULD 6E IWALLED. FLORIDA EXTRUDERS1000SERIESFIXEDWINDOW15SHOWNTMISPRINTALSOAPPLIESTO THE FLORIDA EXTRUDERS 2000 SERIES FIXED WINDOWS 10) SEE PACK OF THIS SHT. FOR INSTL'N ANCHOR REOUIF.EM=NTS, 11) APPLICATION OF VULI(EM 116 ADHESIVE CAULK AT FRAME SILL MUST COMPLY WITH SEALANT MANUFACTURER'S RECOMMENOATIONS. 12) .HERE WINDOW IS 4VSTALLEO IN MASONRY OPENING WITH A SIRUCTUAL TWO f WOOD BUCK, USE ) ;0 SCREWS OF S(%FFICIENI LENGTH TO ACHIEVE 1-3/3- MIN EM6EDMr NT 13) WINDOW UNITS CAN PE MULLED TO OTHER UNITS US1.MC- ALUMINUMTUE'E MOLUONSEE uULL10N INSTALLATION Sr;ETS FOP. REOUIREuENT$, CAULK WINDOW FLa:( GE — L PR_ CAS FLORIDA EXTRUDERS1NTeRNaSANFORD, FLO. IP.ID.DA TITLE INSTALLATIOND ,___ W ON_ 5Y RUCK IX_D FL=N( jw'IN:v'a - S=rtuS :000 Z. 2000 DRAW."' BY =- ;?PROVED SY: G+ I_ !0/22/^I iSCALE-NTS I)WC rl_E 0Xi6 SHC-7T I G- - SHEATHING BY THERS C-ULK E;i,'EEN WINDOW FIN L SHEATHING INSTALLATION ANCHOR IS SCREV EziER(OF FINISH Br OTHERS PERIMETER CAULK BY OTHERS VINDOV HEIGHT EXTERIOR PERIHETER CAULK 9, OTHEFS ANCHDF V_{•; SCREV 1' MIN. FE-aED.EmT WDDD FRAMING Br OTHERS GLAZING SEE NOTE 6) SHIN AS REO•DCL'NTRAL FLOFJDA R•©•A*F* SEE NOTES) R NAMEMANUI - LlU 1IM AlM. tt'AA-- SHIM S?ACE MASTER1G NOTENOTE 6) GLAZING SEE 6> BUCK HEIGHT FIN TYPE VINOGW FRAME SAX n 11 ISEE ND'_'I 1 1000 F.R-N!HC SUCK 3r CCMEi; HEIGHT EXTERIOR FIN TYPE WINDOW FRAME A ELEVATION VIEW FROM EXTERIOR WINDOW WIDTH 1 y 4' MAX. SHIM SPACE I Y WOOD FRAMING BY OTHERS SHEATHING BY OTHERS INSTALLATION ANCHOR XB SCREW CAULK BETWEEN VINDOV FIN l SHEATHING SECTION B-B PERIMETER EXTERIOR FINISH CAULK BY OTHERS BY OTHERS NOTES• 1) SHIM AS REO'D. AT EACH WSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4-. 2) WINDOW FPAA(E MATERIAL: ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHORS MUST BE OF SUFFICIENT LENCHT TO ACHIEVE MIN, EMBEDMENT OF I" INTO WOOD FRAME. 4) USE SIUCONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOP. OF WINDOW FRAM£. 5) USE SIUCONIZEO ACRYLIC CAUL( BEHIND WINDOW FIN. 6) CUSS THICKNESS MAY VARY PEP REOUIPEMENTS OF ASTM E1300 CLASS CHAP73 SINGLE GLAZING S SHOWN, INSULATING GLASS ALSO OUALIFIEO. 7) FLORIDA EXTPUDERS 2000 SERIES FIXED PICTURE WINDOW IS SHOWN. THIS PRINT ALSO APPLIES TOTTHEFLORIDAEXTRUDERS1500AND1000SERIES PICTURE WINDOW, B 8) SPACE INSTALLATION ANCHORS AT E MAX. FFOM CORNEP.S AND MAX. 24. O.C. DESIGN PRESSURE CAPACITY OF INSTALLATIONS. WITH ANCHOR SPACING AS STATED. IS 70.0 PS, FOR ALL AVAILABLE SIZES UP 1O 73- X 71" OF 63" X 95" CP II-' X 37-3/6" M.Ax. 9) WINDOW UNIT CAN BE MULL'? TO OTHEP UNITS USING ALUMINUM TUE'.E mULI_:ON SEE MUL'_'ON INSTALLATION SHEETS =OF.=:"IF.EMENTS FLORIDA EXTRUDERS I" AvFoDIO FLOPIDA TITLE INSTAL _^';INN TI=-AIL- IK'/ "S WOOD SCrcw FIXED Fill SCFIES 20o0\1000 DP.=.h'" EY:33 1 .APPROVED 3Y. ATE 1 S ?._E = ID'IvG I_- :'J0- HEATHING Y OTHERS I INSTALLATION, CHOR SCREV (T EXTERIOR fIWSH_ BY OTHERS PERIMETER CAULK — BY OTHERS FIN FRANC HEADER EXTERIOR PERIMETER CAULK Br OTHERS XTERIOR FINISH IV OTHER S 8 INSTALLATION J MCHOR SCREV (TrP.) SHEATHING BY OTHERS 1' MN CAULK BEHINB FIN ivp BY BUILD DOVN BY OTHERS NOTES SKIN AS RCO'D. 1) SHIM AS REOD. ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD BEARING SEC MOTES) SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4-. 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) USE SUCOMRZEO ACRYLIC CAULX BEM:ND WINDOW FIN AT HEAD, SILL k JAMBS. ryp 4) USE SUCONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR Of ' WINDOW FRAME. 1i- S) CLASS THICKNESS MAY VARY PER REKAT94C CLS OF EOUAL CLASSSSTIAK4R .. hIARiS. SINGLE GLAZING 6 SHOWN. R(StXATI(G CUSS l5 AL50 OUALf1ED. N. 6) SCREW ANCHORS AT WAD. SILL k JAAM8S SHOULD BE /8 SCREWS Of SUFFTCENT LTH. TO PROVIDE MIN. 1 N. MN. EMBEDMENT INTO WOOD FRAME_ PLACE /8 SCREW ANCHORS 6- FROM CORNERS AND 24' O.C. MAX. 7) St" DOWN AROUNO CURVED PRTION OF WINDOW FRAME TO BE ENGINEERED BY OTHERS. BMIILO DOWN MUST BE OF SUFFICIENT STRENGTH TO ADEOUATELY TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. 8) FLORIDA EXTRUDERS 1000 SERIES DESIGNER WINDOW SHOWN. THIS PRINT ALSO APPLIES TO FLORIDA EXTRUDERS 1750 SERIES R, 2000 SERIES. 9) ELEVATIONS SHOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO LIMIT USE OF THIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL CONFIGURATIONS TKAT CAN BE MANUFACTURED FROM THE 1D00, 1750. h 2000 SERIES DESIGNER FIXED WINDOW MIFRANG SYSTEMS- 10) WINDOW UNIT CAN ALSO BE MULLED TO OTHER LIMITS USING ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR REOMAREMENT5. GLAZING (TYP. SEE NOTES) FIN FRANC SILL SHIM AS REO'D.— SEE NOTES) / I L SM" 7-rc EXTERIOR ELEVATION I I rW BY rKaM:NG 3Y OIICRS V ysi CAULK BEH:wC FIN SECTION' A -A T # MA-fsh l t w1T SHIM AS REO'D.- SEE NOTES) FIN FRANC JAMB — I1--..-- 1/4- PAX •B INSTALLATION I SKMI SPACT ANCHOR SCREV (TrP.) I TvO BY FRAMING BY OTHERS CAULK BEHIND FIN t GLAZING cTrP. j! ( S) )'• SEE NOTES) rimy Ol SHICAYMI!( OTHERS EXTERIOR EXTERIOR FAA( =T - BY OTHERS vINDW vIFTN PERIMETER CAULK BY OTHERS SECTION B-B EXTERIOR EL=VATION FLORIDA EXTRUDERS'SANFORD, FLORIDA TITLE: FIN INSTALLATION DETAIL DESIGNER FIXED WINDOW 1000, 1750, & 2000 SERIES 2002 DRAWN BY: B B IAPPROVED BY: DATE 02/14/02 ISCALE NTS DWC; FLEX0037 ONE BY BUCK BY OTHERS INSTALLATION ANCHOR 1110 SCREV FMBEONEnT BUCK VID1H SHIM SPACE CAULK BETVEEN VINDOV BUILD DOWN BY OTHERSFLANGELSHEATHINGALSOAPPLIES T1A By FRAMING — TO SILL) 1) SHIM AS REVO. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING HINGSM. MAX- BY OTHERS ALLOWABLE SHIM STACK TO BE 1/4-. LYVmD (TYP-)7) WINDOW FRAME MATERVL: ALUWNUU ALLOY 6063. FY OTHERS 1-3/6- LON 3) TAPCON INSTALLATION ANCHORS AT SILL MUST BE OF SUFFICIENT LTHL TO ACHIEVE SHIM AS EMBEDMENT MIN. EMBEDMENT OF 1-1/4- ONTO MASONRY OR CONCRETE. 110 INSTALLATION S> SEE MOTES> SCREWS AT HEAD & JAMBS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE 1-3/6- MIN. EMBEDMENT INTO WOOD FRAMING ANO BUILDD DOWN WHERE REOURED. EXTERIU( fTOSH INSTALLATION ANCHORS & SCREIYS To BE PLACED 6 IN. FROM CORNERS & i. OW BY OTHERS O.C. MAIL VINDDV FRA{ s) USE SILKANIZED ACRYLC CAULK OEM" WINDOW FLANGE AT LEAD. SILL & JM1BS. JAMB 5) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FTAMM. GLAZING (TYP. ' 1/4- MAY. 6) CLASS THICKNESS MAY VARY PER THE REOUIREMENTS OF ASTM E1300 GLASS SEE NOTES) SPACE CHARTS %IGLE GW04G IS SHOWN. INSULATING GLASS 6 ALSO WALIFED. 7) BUILD DOWN AROUND CURVED PORTION OF WINDOW FRAME TO BE EN(YE£RED BY OTHERS, BUILD DOWN MUST BE OF SUFFICIENT STRENGTH TO ADEOUATELY TRANSFER LOAD FROM WIHOOW TO THE STRUCTURE. PERIMETER CAULK By OTHERS WINDOW FRANC HEAD WINDOW HEIGHT EXTERIOR VINDOV FRAME SILL PERIMETER CAULK BY OTHERS EXTERIOR —\ FINISH BY OTHERS B) FLORIDA EXTRUDERS 1000 SERIES DESIGNER WINDOW SHOWN. THIS PRINT ALSO APPLES TO FLORIDA EXTRUDERS 1750 SERIES & 2000 SERIES. 9) ELEVATIONS SHOW COMMON CONFIGURATIONS. R IS NOT INTENDED TO LIMIT USE OF AS REdD THIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL PERIMETER CAULK SHIMSEE AS Rr CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1000. 1750. & Z000 BY OTHERS SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS. 10) WINDOW UNIT CAN ALSO BE MULLED TO OTHER LIMITS US" ALLUWNUM TUBE vINDOv vDTH MULLION. SEE MULLION INSTALLATION SHEETS FOR REOUIREMENTS. GLAZING (TYP. SEE NOTES) SHIM AS RED'D SEE NOTES) CAULK BETWEEN WINDOW rLANGE L ONE BY vOGD BUCK CAULK BEivEEN VDOD BUCK L MAS OPENING BY OTHERS CONCRETE OR SAC T ION A -AMASEW.Y - BY OTHERS BUCKHEIGHT C L t/A- uAx SHIM .SPACE EXTERIOR ELEVATION 1 L t/< uXENTR-kL F110RIDA. B. 0. A ncu9CDMEN7 . i . NiAMEAG rMER NAM: ONE By vOOD Y--• 1 (-- BUCK BY GT!ERS F Ir. ,.,I,.- L.X } 1 a1 AS1G1L lELE rt i, CAULK BETVEEN TVO By BUCK L .CONCRETE BY OTHERS INSTALLATION AND4OR I10 SOREV 4r'r z CAUUc'?iCtvEEn WINDOW TL 1 CONCRETE 'DR r'f-'. wLSaI(r NY.m,. BY OTHERS EXTERIOR FINISH SECTION B-B BY OTHERS WINDOW WIDTH A WEIGHTHEIGHT B B I A EXTERIOR ELEVATION FLORIDA EXTRUDERS INTERNATIONAL, SANFOR . FiORIDA TITLE: FLANGE INSTALLAT!ON DETAIL V/ FR.AHE BUILD DOVN DESIGNER, FIXED VINDOV 1000, 1750, & 2000 SERIES DRAWN BY:BB I APPROVED BY. DATE 02/12/02 1 SCALE NTS IDWG FLEX0036 I SHEATHING BY OTHERS i STUCCO J OR SIDING BY OTHERS PERIMETER CAULK BY OTHERS i oA SLIDING GLASS DOOR FRAME SILL U INSTALLATION ANCHOR DOOR WIDTH SHIM AS RE'O'D c8 SCREW SEE NOTES) CAULK BETVEEN TWO BY WOOD SLIDING GLASSDOORFLANGEBYOTHERSLSHEATHINGDOORFRAME JAMB vI Ivi d I-1/8' MIK EMBEDMENT SLIDING GLASS DOOR FRAME HEAD f7' MAYMSPACEf fi TEMPERED GLASS_ _ LTYPJ TEMPERED IGLASSCTYPJ DOOR HEIGHT EMBEDMLNT 1-1/4' MIN. N- HAIL INSTALLATION 424CHOR TWO BY WOOD -2 SCREW 1-1/8 HIM. BY OTHERS EMBEDMENT --.. TWO BY WOOD BY OTHERS CAULK BETWEEN HOOK STRIP L SHEATHING 4t SLIDING GLASS DOOR HOOK STRIPSHIMASREO-D. I ` ES MOTES)_ --- 8: 4 INSTALLATION ANCHOR': L8 SCREW I t. B v' -' taEltBEDMENT•" CAULK BETWEEN • s : ^' - o Ar Nk DOOR FLANGE - - _--c. - _ - tom•' k 'g" l SHEATHING — c'-4•_._,- Y SHEATHING, . . BY OTHERS PERIMETER _ SHEATHING - CAULK BY IT OTHERS TEMPERED GLASS ----- _:_ - - OTHERS STUCCO (TYPJ - - STUCCO OR SIDINGORSIDING - BY OTHERS f HT CITHERS SLIDING CLASS DOOR - _ I Y INTERLOCK SECTION B-R_- 1 HOOK STRIP*4=DETAIL r.- t i Eon x ram, _ ,> I MOTE'S._ 4 U 0" MATERIAL. ALLMU'J4 ALLOT fi"X 31 P-v? 2N A9 p_rKLAT[ON 013D. TS MJS7 BE 6 TTALLAT . LENGTH l* ASILL M Mln CMBEOKNi61-V8- INTO V006 IAPCpNN TYP( WES1w-LAtHOn wflpti AT illl /VST. Yc Q- IIfrIC1- LENGTH IO ACHIEVE Min ENBEDNENT OF 1-1/N• INTO MASONRY Bt COCKTWE- 3N )MSTµ -CATION ANCMOR CNA2(ON BACK Or THIS SNCET. a.r1n j7iT'a 1USESILICONIZEDACRYLICCAX. BEHIND BOO. rLANFL AT HEAD L JAMBS - - S) USE S0.1CO.RZED ACRYLIC CwLc FOR PERIMETER SEAL AROLMD EXTERIOR Or DOM 6> I CXACT DOOR SIZE IS ROT LISTER W ANCHOR CHART, Ui AHCiQi OUAMTIrT USTEB VIM NJIT }. LARGE SIZF- FOR THE APPROPRIATE DESIGN PRESARE REO.O. - 4' Ui-. 7) FOR POCKET DOOR SIZES USE CLOSEST ITPASS DOOR SIZE L CONFIGURATION TO rWISHCB PLACE INSTALLATION ANCIMS. IN FRONT Dr NOD; STRIP AS SK" _: 8, GLASS THICKNESS MAY VARY PER REO{RREMCNrS OF ASIM C13M GLASS CHARTS 9N DOW. UNIT IS APPROVED USING TEMPERED GLASS IN SINGLE GLAZED OR INSIEATUG GLASS-• }7-, ,i" - IDN JAMB 1 SILL CORNCRS ARC TO BE SEALED UIT. A SHALL -101-r SCAN SEALER. lU SNNN AS REPO. AT EA SET Or INSTALLATION ANCNOTS MAX. ALLOVABLE SNIn STACK TO BE VA•. - 12> ALL INSTALL!TICM ANCl6S NLsr DC MADE OF C` ROSION RESISTANT r.ATEAIA-S. 13, VKE t -X• RE?RESENTS MOVING PANEL AND 9• RE ?RE TENTS FIXED PANEL APPROVED jj COCIGURATIONS ARE AS L!SrED ON ANCI(R CHART ON BACK Or THIS DEFT. E X T E P. I G\ E L ` A I I N Nor ALL CDKIGIRATIONS LISTED ADOVE ARE SH1UN ON THIS DRAVIl.. NOVEVER INSTALLATION A A•• •9-B' L NC01 STx IN RIPDETAAPPLYTOSTALLATIORONOF ALLAPPVE§ COfiCLRATIONS. 2 PANEL D( SJP SHO`JN151 FLORIDAEXTRUDERS 9= T_RIES SLIDING GLASS DOOR IS SNOVN. THIS PRINT ALSO APPLIES TO zow SERIES ADSODSERIES. o I LIBERALLY APPLY N CAULKING UNDER. SELL OR SET SILL IN BED—iNSTALLATiO'- ANCHIOP I OF CONY TE 3/:5' D:_ TArGON S' CTj0N-A REVS DESCRIPTION DATE I INN F L R I D A INT EXTRUDERS SarIFO4D >-L TITLE. SLIDING CLASS DOOR INSTALLATION WITH PIS SCREWS DR=.W)q BY: ?BI APPROVED BY: I I .ATE: ! 2117101 ISCALE Ni- IDWC ='I_EVCE7 S l 1 5 = 1000 P.WJDESIGNER SILL (TYP.) k8 X 3/4 SELF TAPPING SMS I x2X 1/8 TUBE MULLION SEALANT BETWEEN WINDOW FLANGES L MULLION VJNDOVSEALANT FLANGESELIVLLRr L MILLION u ' RS X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) SEALANT BETWEEN WINDOW FLANGES SECTION A -A (1) L MULLION 1000 P.V DESIGNER SILL (TYP.) 08 X 3/4 SELF TAPPING SMS 1 X27/I6X I/8 I TUBE MULLION SEALANT BETWEEN VINDOV FLANGES- L MULLION 28 X 3/4 SELF 1000 S}L TAPPING SMS HEAD (TYP.) SEALANT BETWEEN SECTION A -A (3) WINDOW FLANGES L MILLION 1000 P.W./DESIGNER SEALANT BETWEEN SILL (TYP.) WINDOW FLANGES L MULLION k8 X 3/4 SELF pI TAPPING SMS I X 4 X 1/8 I / TUBE MULLION 48 x 3/4 SELF 1000 S.H. TAPPING SMS HEAD 'TYP.) 1000 P.V DESIGNER AUXILIARY PLATE SILL (TYP.) (FOR ADDITU1+AL ANOICRS, VHEN RECU1R_ ) k8 X 3/4 SELF TAPPING SMS O O IX2X3/8 TUBE MULLION Iau" DETAIL C CENTRAL FLCIPJ yA B.O.'o BY WOOD CK BY OTHERR8X3/4 SELF 1000 S.FL TAPPING SMS rAAjqUACTMR N HEAD (TYP.) SECTION A —A (2) MASTER FILE 6 1000 P.V./DESIGNER SILL (TYP.) R8 X 3/4 SELF TAPPING SMS 1000 P.V./DESIGNER SILL (TYP.) IX27/16X3/8 TUBEfYs'If S 911 BULLION TAPPING SMS LF JL -j SEALANT BETWEEN WINDOW FLANGE - L KILLION 18 X 3/4 SELF 1000 SA TAPPING SMS HEAD (TYP.) SECTION A —A (4) 1000 P.V./DESIGNER SILL (TYP.) RB X 3/4 SELF TAPPING SMS 1 x a X 3/8 TUBE MULLION a8 x 3/4 SELF TAPPING SMS 1000 S.H. HEAD (TYP.) 2X4X3/8 TUBE MULLION is APPLIES TO HEAD & SILL WHERE 1- X 4" 2' X 4- TUBE MULLIONS ARE USED SHEATHING INSTALLATION ANCHOR k8 WOOD — SCREW (TYP-) EXTERNAL MULLION INSTALLATION CLIP — MULLION - 4 / KL— A L1 1/8' MIN. el EMBEDMENTI ELEVATION VIEWED FRC)M EXTERIOR DETAIL 8 APPUES TO HEAD k SILL WHERE I" X 2" V X 2 7/16" TUBE MUWONS ARE USED ac. VINSIAt ALLATION AN04OR V000 SCREW IL CLIP k8 X 3/4 SELF TAPPING SMS 1000 S.H. SECTION A -A (7) HEAD (TYP.) EM9EDMEN7 rCA FLORIDA EXTRUDERS INTERNATIONAL, I SANFORD, FLORIDA rITLE:SER. 1000/1500 FIN SHEET 1 OF 2 HORIZONTAL MULLI N SECTIONS SEE OTHER SIDE (SHEET 2 OF 2) FOR DESIGN PRESSURE CAPACITIES DRAWN BY:MSH I APPROVED BY 16)'' X 2 y I/e A!L'C ji eX 3,11e EiNr- VOC.D-_ INC SA TUEZ K_!LLION BUCK ETYFj NCRETE M PJASG.VYvY ri kRs 4LF #8 x L/2 saxX1/2 SE m EMP N 4 7 XAPFING S STAPPItC, SP-S id 7 et'l - Z_!. ed-pt;_ 1.3,ZtIIETWEEK L> rLv-- 1 L. KILL M x TERV.- x 4 x -1-1/c SELF tUBEr TYPICZMEok' 9 AN JO HEAD! K c ESabNQOK--X:;A (2) p X ALA (1) 41 2T -,-iVX27/16 X I/E I X 7/16 X 3/9MA.LMN JAM- (TyP.)_ L L S.R KJ_LrdN DETNILAJAM7. (TYP.) ME yp.) iNST L ANDURTimLl #S X 112 SE F c= S.P. -, JAY---- CTYP.) I I - 1-1 i , Vrij - . 3/16 EM T*-MiTAPFENGS;lS 11c1/2 SELF r8 1 1/2 SELF -SCREW At;CKr,. 4rkrr4 SMS TA.FPI .S4NGSmWWI') TAPPINE siLL a-tp7 1-1/2 SELF-\ SE4LANT E:TWEEN S-,-V .6.%T BETVMEN TAPPiNG SNS VL4MW rLAW--S a. BE VIMMV FLAW —ES FLANGCS TMu_LM ` 7.\.. a -,F—Llcw SECMON A —A—U7 SV2SELFdHE;ZXECASTS JAPPING SO-4S 1! lyu f&p:y Ps ATF SECTION A —A (4 t;GR 40rHTMNAL ANC QRS, W'-N ReaL. SECTION A 1 X 4 X 1/6 x A x 3/6 1 TUBE If-P-LION UBE DAA JAM,3 Sms Typ. GETAT; P Ei Fv%-!, 0 tE x up- sz,-F VITOVEC FMOM EXTEROR INCNS. APP INTERNATMAL- TLORIDA EXTRUDERS smFofM. 'noRMA inTLE:SER 10100/11500 FLANGE SHE T I Fj i I I ITiSSE. 0,7 P) FOR, S SIMIA- 4e y F.:Y:"'--- IAPPFOVED BY: MIAMI-MADE MIAMI-DADS COUNTY, FLORI METRO-DADE FLAGLER BUILDI' 13UILDINC CODE COMPLIANCE OFF1 Mfi*MO-DADS FI.AGI.RR BUILDI 1.10 WTI` VLAGLER S1'RI:L"r, sur11: 1 MIAMI, FLORIDA 33130-1 PRODUCT CONTROL NOTICE Or ACCEPTANCE (305) 375-2901 FAX (305) 375-2 Prenldor Entry Systems cMMWICOR 1.tc:lNSUNG SECTI 911 E. Jeferson, P.O. Box 76 (303)373.2527 r•AX(305)375-: Pittsburgh ,KS 66762 coniLwroit xNi oltct:,%n:w'r mvisi 305) 373.2966 VAX (303) 37S-: rltouu(: r co,1•rttol. mvis 303) 373-2902 FAX (305) 372.4 Your application for Notice of Acceptance (NOA) of. Crltergy 6-8 S-W/E Inswing Glazed Double w/sidelites Residential Steal Door under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types Construction, and completely described herein, has been recommended for acceptance by the Miami -Da( County Building Code Compliance Office (BCCO) under'the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure 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 immediately. BCCO reserves the right to revoke this approval, if it determined by BCCO that this product or material fails to meet the requirements of the South Flor Buildi.n` Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01-0314.2i EXPIRES: 04/02/2006 Raw Itodnguez Chief Product Control Division THIS 1S THE COW RSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE PRODUCT REVI ENV CONIN11TTEE This application for Product Approval has been reviewed by (lie BCCO and approved by the Buildi Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions: forth above. rl)' P RO VE D: 06105/200 i Francisco 1. Quintana. R.A. Director Miami -Dade County Building Code' Compliance Oflir Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED JUN 0 5 2001 EXPIItES April 02, 2006 NOTICE OF ACCEPTANCE- SPL'CiFIC CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 00-0321.27 which was issued on April 28, 2000 approves a residential insulated door, as described in Section 2 of this Notice of Accepta designed to comply -with the South Florida Building Code (SFBC), 1994 Edition for Miami-[ County, for.the locations where the pressure requirements, ns determined by SFBC Chaptcr 22 not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series Entcrgy 6-8 S-W/E Inswing Glazed Double Residential Insulated Steel Doors Sidelites- and its .components shall. be constructed in strict compliance with the folio% documents: Drawing No 31-1028-EW-I, Sheets 1 through 6 of 6, titled "Premdor (Entcrgy Br. Double Door with Sidelites in Wood Frames with Bumper Threshold (Inswing)," preparec manufacturer, dated 7/29/97 with revision C dated 01/1l/00, bearing the Miami-Dadc Coy Product Control approval stamp with the Notice of Acceptance number and approval date by Miami - Dade County Product Control Division. These documents shall hereinafter be referred t the approved drawings. 3. LIMITATIONS 3. 1 This approval applies to single unit applications of pair of doors and single door only, as shown i approved drawings. Sint -le door units shall include all components described in the active leaf o this approval. 3. 2 Unit shall be installed only at locations protected by a canopy or overhang .Such that the ang!e between the edge of canopy or overhang to sill is*less than 45 degrees. Unless unit is installed.ir non - habitable areas where tltc unit and the arch arc designed to accept water infiltration. 4. INSTALLATION 4. 1 The residential insulated steel door and its components shall be installed in strict compliance .wit the approved drawings. 4. 2 Hurricane protection system (shutters): the installation of this unit will require a hurri, protection systern,. S. LABELING 5. 1 Each unit shall bear a permanent label with ilia manufacturer's name or logo, city, state and following statement: "Miami-Dadc County Product Control Approved". 6. BUILDING PERMIT.REQUIRMNIENTS 6. 1 Application for building permit shall be accompanied by copies of the following: 6. 1.1 This Notice of Acceptance 6. 1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marled to show the components selected for the proposed installalio 6. 1..) Any outer documents required by the Building Oflie:ial or the South Florida Building Co. SFBC) in order to properly evaluate the install ion of this system. tV1nnu l Pcrcz, f .E. Product Co c Exan•. Product Control Division Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED • JUN 0 5 2001 EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been fi and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptar including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initi, submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the proddct or process shall automatically 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. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. - Misuse of this Acceptance as an endorsement of. any product, for sales, advertising or other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displaycd in advertising literature. If any portion of the Notice of Acceptance is displayed-, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the mnnufncturcr or its distributors and slinll be available for inspection at the job site at all time. The engineer needs not reseal the copies. S. Failure to comply with any section of this Acceptance shall be cause for tcrminntion and removal Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF T11IS ACCEP"'ANCL: Manu Pcrcz, P.C.; Product Contr :scam Produ 'ntrol Division Glazed Units COP-M-MA0100.02 FIBIERGLASS DOORS 6'8" Height — Inswing filasoniteInternationalrl COP-WL-MA0141-02 t r 02-0419.08 Application filed) t1 52. 0 1. 1 NO gE6g& jWAQW(width) X 2. 0" 2' 6" 2' 8" 2' 10" 3' 0" 3T Not Listed Masonile Not Listed X0, Ox. OXO 1. III Multiples1lh)..:. 2' 8" + 1'0" InternationalMiami- DadeI COP- WL-MA0143-02 02- 0419.08 Application Filed) 1' 1 52. 0 1. 1 NO 2' 8" + 1'2" 210" + IT 2' 10" + 1'2" 310" + 110" 3' 0" + 1'2" 1' 0" + 2'8" + 1'0" COP- WL-MA0144-02 02- 0419.08 Application Filed) 52.0 NO 1' 0" + 2'10" + 1'0" 1' 2" + 2'8" + 1'2" 1' 0" + 2'8" + 1'0" IV - 3'0" + 1'D" 1' 2" + 210" + 1'2" 1' 2" + 3'0" + 1'2" 2' 6" + 2'6" + 2'6" 2' 8" + 2'8" + 2-8- 2' 10" + 2' 10" + 2' 10" 3' 0" + 37 + 3'0" XX, OXXO 2' 8" + 2'8" COP- WL-MA0142-02 02. 0419.08 Application filed) 52.0 i NO t 2' 8" + 2'8" 2' 10" + 2'10" 3' 0" + 3'0" 2' 6" + 2'8" + 2'6" + 2'6" COP- WL-MA0145-02 02- 0419.08 Application filed) 52.0 NO 2' 8" + 2'8" + 2'8" + 2'8" 2' 10" + 2'10" + 2'10" + 2'10' 3' 0" + 3'0" + TO" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (w:vw.masonile.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other slruclures). National, slate 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, A202 & PA2^, . 0 Oak off ARJ EK'" 1' In V.HG1.AA5 hKTMY 11(.n6tt M".i..w...• F_'U" 4", Des, N AC. r 79. M7 2. o...., r os •.. om co•awy Orw=aDXwCl Wao-tmcmmsln%WdiCX;,nj. etjgn mo 0•0U1 Masonite International Corporation CaU—. 144CU 10 ChXV -iVA Mite. Glazed Units COP-WL-MAOIDO.02 FIBERGLASS DOORS 6'8" Height — Otswing a 2'0" 2'6" _ X 2'8" COP-WL-MA0161-02 2'10" 3'0". TV Not Usted Miami -Cade OCCO 02-0418.03 Application Filed) 1126FIrfirl1111111 55.0 NO Not Listed Arrangement— tf X0, OX, OXO I I ain) 2'8" + 1'0" masonite International COP-WL-MA0163.02 riliami-Dade OCCO 02-0418.03 Application Filed) OP Rating 55.0 ImpactRated. NO 2'8" + 17' 1'0" 2'10" + 1'2" J'C" : 1'0" 3'0' + 1'2" IT + 2'8" + 1'0" COP-WL-MA0164-02 02-0418.03 Application Filed) 55.0 NO r I 1'0" + 2'10" + 17 17 + 2'8" + 1'2" 1'0" + 2'8" + 1'0" IT + 3'0" + IV 1'2" + 2'10" + 17 17' + 3'0' + 1'2" 2.6" , 2'6" + 2'6" 2'8" + 2'8" + 2'8- y 2' 1 C" + 2' 10" + 2'tC" i 3'0" + 3'0" + 37 XX, OXXO I 2'8" + 2'8" COP-WL-MA0162-02 02-0418.03 Application Filed) 55.0 NO 2'8" + 2'8' 2'l0' + 2'10" TO" + TO" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0165-02 02-0418.03 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8' + 2'8" 2'10" + 2'10' + 2'10" + 2'l0" TO" + 3'0" + TO" + 3'0" Notes: 1. Dccr i. rangements using fewer panels than wha! is shoran in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International websile (www.masonile.com) or from the technical center. 3. Installation instructions are available from the Masonile International websile (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and olher structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing Is done In accordance with Miami -Dade BCCO protocol PA201. PA202 & PA203. Oak raft AR@IirK 1 fAY Oooa.t rw..fi.rNHrAfu. t",n Cn.:.- a, Aofd i7, 7047 ow Co.w vfropum of poorW%„ofoVWWAaukes we ilicm4m. wipe ammj"i Masonite International t.orporatior. - 4A A W-j- , toUMW vdoad r*W. Glazed Units L7 COP-WL-MA0100-02 FIBERGLASS DOORS 8'0" Height — Inswing 1 X I 1 1 2'0• 1 I COP-WL-MA0146-02 mczzu1 , 02-0423.01 Application Filed) 40.0 1 1 NO 2'6" 2'8" 2'10" 3'0" 3'6" Not Listed Not Listed i X3. OX, _IXO I m-flal 2'8" + 1'0" 1 IIIIIIIIIIIIA . COP-WL-MA0148-02 1' , 02-0423.01 Application Filed) 40.0 1 1 NO 2'8" + 17 2'10" + 17 2'10" + 17 3'0" + 1'0" I 37 + 17 COP-WL-MA0149-02 02-0423.01 Application Filed) 40.0 NO 1 I IT+2'10"+ IT 1'2' + e'8" + 17 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 1'2" + 2'10" + 1'2" 1'2" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 210- + 210" f i XX, OXXO 2'g" + 2'8" COP-WL-MA0147-02 02-0423,01 Application Filed) 40.0 NO I TV + 2.8` 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA01 SO-02 02-0423.01 Application Filed) 40.0 NO 2'8" +' 2'8" + 2'8" + 2'8" 2'10" + 2'10' + 2'10" + 210" 3'0" + 3'0" + 3'0" + 3'0" Notes: Door arrangements usii;g fewer panels Char, what is shown in the.above chart also comply under the product approvals shown. 2. Assembly detaRs are availab:e from. the Masonite Irlernalional website (www.masonite.com) or from the technical center. 3. IrsW'a;ion ins!ructio:ls are available from the Masonite International website (www.masonite.com) or from the technical center. ACtUei d--sigr, pressure requirement for a specific cuilding design 8 geographic location Is determined by ASCE 7 (Minimum design loads for bubdings 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 aft jMTEK" IIn..r,,. •. is Rnrl.v nc,cfnS N...[...... •e..p"4..rO.m. fry:': r;.rcv'1[( M rn of OrOGun eL0,04'--[M :nnef fD[:di:::On. Cts9r Masonite International Corpo[ation Glazed Units COP-WL-MA0100.02 FIBERGLASS DOORS 8'0" Height — Outswing 2'D" 2'6" X 2V COP-WL-MA0166-02 2'10" 3'0" TV Not Listed 02-0423.03 Application Filed) 47.0 NO Not Listed X0. OX, OXO 2'8" + 1'0" COP-WL-MA0168-02 I. r 02-0423.03 Application Filed) I 47.0 p. NO 2'8" + 17 2'10" + 1'0" 2'10" + 1'2" 3'0" + 1'0" 37 + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0169-02 02-0423.03 Application Fled) 47.0 NO 17 + 2'10" + 1'0" 1'2" + 2'8" + 17 1'0" + 2'8" + 1'0" 1'0" + 37 + 1'D" 17 + 2'10" + 17 1'2" + 37 + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8' 2'10" + 210" + 2'10" 37 + 3'0" + 37 XX, OXXO 2'8" + 2'8" COP-WL-MA0167-02 02-0423.03 Application Fled) 47.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 37 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0170-02 02-0423.03 Application Filed) 47.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" TO" + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design 8 geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. 0 O akcraff AR EK" kltlliMG1, A(S rnTrr u00rs r+.+r.•e""er+r'p-r.... o..., FJi'van t!./..di, ° a AWr29• der mmwio p.oyem of poaua :nmo.<mera mites man. desgn aee aoan o..u. o.... Masonite International Corporation 0"" uo'w IOCh.W -anon eWKe. Opaque Units FIBERGLASS DOORS 6'8" Height — Inswing COP-WL-MA0101-02 01-1031.01 OPRati 1 76.0 1 1 NO 1 X 1 1Masonitelitternalional. 2'0" 2'6" 2'8" 2'10" 3'6" Not Listed Not Listed Arrangement1 X0.OX, OXO 1th) 2'8" + 1'0" masonite internationalr COP-WL-MA0103-02 l'BCCO 02-0109.10 Application Fled) Rating 55.0 ImpactRated NO 2'8" + 1'2" 210" + 1'0" 210" + 1'2" 3'0" + 1'0" 3'0" + 17" 17 + 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" + TV 2'8' + 2'8" + 2'8" 2'10" + 2'10* + 2'10" 3'0" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" . COP-WL-MA0102.02 02-0109.10 Application Fled) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + TV COP-WL-MA0105-02 02-0109.10 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 210" + 2'10" + 2'10" + 2'10" 3'0" + TO' + TO" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade 8CCO protocol PA201, PA202 & PA203. 13 O akcraff AR EK" FIMI:Mf1.A55 ENTKV DOOMS I— I—". eel o— M,. 29.2002 ow c"`a q w wam o, wo" enwovemae mates soecaicso"s. ftW and moeucs Masonite I n te r n a t io n a l C o r p or a t i o n Pnaa SaUdO to Cft.W wmlow Pate Opaque Units FIBERGLASS DOORS 6'8" Height — Outswing Masonile International11 COP-WL-MA0121-02 r 01-1031.02 r•Rating 76.0 NO itr.hLol4iit4il X Singles 1th) 2'0" 2'6" 2'8" 2'10" 3 0" TV Not Listed Not Listed Arrangement X0.OX. OXO Multiples (width) 2'8" + 1'0" masonite international COP-WL-MA0123-02 Miami -Dade OCCO 02-0109.09 Application Fled) DP Rating 55.0 Impact Rated NO 2'8" + 17 2'10" + 1'0" 210" + 1'2" 37 + 1'0" 3'0" + 1'2" 17+2'8"+17 COP-WL-MA0124-02 02-0109.09 Application Fled) 55.0 NO 17 + 2'10" + 17 1'2" + 2'8" + 1'2' 1'0" + 2'8" + 1'0" 17 + 3'0" + 1'0" 1'2" + 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" XX, OXXO 2'8" + 2'8" COP-WL-MA0122-02 02-0109.09 Application Fled) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" TV + 2'8" + 2'6" + 2'6" COP-WL-MA0125-02 02-0109.09 Application filed) 55.0 NO 2Y + 2'8" + 2'8" + 2'8" 210" + 2'10" + 2'10" + 2'10" 3'0" + 37 + 37 + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural• cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade 8CCO protocol PA201, PA202 & PA203. 0 rOakaft PM 4 EK- FIMM.MGI.A55 F. .Y D00.1 Mew •v..(WA"Lv)Osr• b'd29• Ocont^w o oroo > a oroaaa immmelnee main $WdC *n, on p ano o,00ud urMasonite International Corporation aeua sua*a to cnxW .draw nalia. Opaque Units COP-WL-MA0100-02 . FIBERGLASS DOORS 8'0" Height — Inswing X 2'0" 11 1 02-0109.08 COP-WL-MA0106-02 (Application Filed) 70.0 NO 2'6" 2'8" 2'10" 3'0" 3'6"' Not Listed Not Listed X0.OX. OXO 2'8" + 1'0" COP-WL-MA0108-02 411aml-Dade BCCO 02-0109.08 Application Filed) CP Rating 55.0 Impact NO 2'8" + 17 2'10" + 1'0" 2'10" + 1'2" 3'0" + 1'0" 3'0" + 1'2" 17 + 2'8" + 1'0" COP-WL-MA0109-02 02-0109.08 Application Fled) 55.0 NO 17 + 210" + 17 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 17 1'D" + 3'0" + 1'0" 1'2" + 2'10" + 17 1'2" + 37 + 1'2" 2'6" + 2'6" + 2'6' 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 37 + 37 + TO" XX, OXXO 2'8" + 2'8" COP-WL-MA0107-02 02-0109.08 Application Fled) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" TO" + 37 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0110-02 02-0109.08 Application Fled) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 210" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0' + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. Oakcraff AR EK'" t•^f!K r,.,wx KMr r ooK[ tsn.w ta..tr-1 0.... b•d 29' nW MdS Ot11l@ In [OtOdli Otlal COtOOf dliOnOWCOM"W.O WOW3M 01 Or000O tnWO M1 M*tS W"if( S. Ottgn dn0 p0000 Ot11d Soma to Ch.-Ot w4roA O01Kt. Opaque Units FIBERGLASS DOORS 8'0" Height — Outswing Masonite1 2•D" 2'6" 2'8" COP-WL-MA0126-02 2'10" 3'0" t.l t • 1ff 1 •1 02-0109.07 Application filed) 70.0 NO 1'Singles1 X 3'6" ' Not Listed Not Listed ArrangementI(width) X0, OX, OXO 2'8" + 1'0" MasoniteInternationalt.l COP-WL-MA0128-02 t 02-0109.07 Application Fled) t•Rating 55.0 ImpactRated NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 1'2" 3'0" + 1'0" 37 + 17 17 + 2'8" + 1'0" COP-WL-MA0129-02 02-0109.07 Application Fled) 55.0 NO 17 + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'D' 1'0" + 37 + 17 17 + 2'10" + 1'2" 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" XX, OXXO 2'8" + 2'8" COP-WL-MA0127-02 02-0109.07 Application Fled) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 37 + 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" + 37 + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. a Oak raft AREW e1 H1:1t CI.A\ti I: N'1'MY 0001(S New.4.r F—e—E_Dean ApN 29. ZW2 Ow eon~V CwW m oe WCOW mpo.°nem makti epedlfeMa Ots4n &M Pa011c1 M a S On i t e International C o r p o r a t i o n UeU/ SLOIKI 10 ChWO wd? uA nOtke. MID-WL-MA0001.02 Unit I SINGLE .••- 6' TYR UNIT 87 UNIT 15/16' 17-1/8' MAXIMUM ON CENTER TYP. 6 per vertical framing member 2 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. Width of door unit plus 1/2" Height of door unit plus 1/4" Latching Hardware: Compliance requires that GRADE 3 or better (ANSUBHMA A156.2) cylindrical and deadlock hardware be installed. UNITS COVERED BY COP DOCUMENT 3146 or 3166 Compliance requires that 8" GRADE 1 (ANSUBHMA At56.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include 98 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NDS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. 0 AOrO 29. 2001 0....,, o.... " Om t=munp WOQQM mWOdumd 010 maM MACS soecdKnnnS. Masonite International Corporation as" am o•odua &ud suo" to mange -iemm Mmu. XO or OX ' 111 1 Unit t SINGLE DOOR WITH 1 SIDELITE ss• CL TYP. • TYP TYP. TYP. UNIT 8V UNIT I5/ 16' 17.1/8• MAXIMUM ON CENTER TYP. 6 per vertical framing member 7 per horizontal framing member Hinge and strike plates require two 2- 1/2" long screws per location. Rough Opening 1 Width of door unit plus 1/2" Height of door unit plus 1/4" Latching Hardware: Compliance requires that GRADE 3 or better (ANSVBHMA A156.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include 18 and 110 wood screws or 3/16'Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NOS for southern pine lumber with a side member thickness of 1- 1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored property to transfer loads to the structure. Awd29 M2 Masonite international Corporation 0.- comas. nrrsn, w muaat •nr.sn,rnt n+.rt tua.tc.tom. OCSan ) nc Yocon OCW tYOttKI to CftfW wtnoW nWWC. OXO Unit r SINGLE DOOR WITH 2 SIDELITES 6- TYP. 6'8" UNIT 87 UNIT 13-15/16' 17-1/8' MAXIMUM ON CENTER TYP. 6 per vertical framing member 11 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. Width of door unit plus 1/2" Height of door unit plus 1/4" r r r r r r r r r r r Latching Hardware: Compliance requires that GRADE 3 or better (ANSUBHMA A156.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include 18 and 110 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NOS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively. each with minimum 1-1/4" embedment. 3. Wood bucks by others. must be anchored properly to transfer loads to the structure. 0 PREM vZ' 1/ s.,. April 29.2002 Masonite International Corporation Ow Caws,- Q 1-m— ur iww"i .-rv.cme.0 naves wtc+tiur•. 01W Oro wuo•n am- SWIKU 10 -w •"mow .0". oxxo , •III I Unit r DOUBLE DOOR WITH 2 SIDELITES CL Ell ! TYP. TYP. TYP. 1 1 1 l l ! ! 1 1! 1 1! t 1 1 l 1 1 11 t l l 1 1 1 TYF Ir I 11 Il I II it I II II 1 13- UNIT 8'0' UNIT 5/16' 17.1/8' MAXIMUM ON CENTER TYP. r t r r r t t t t t r r r r r r CountminimumFastener11Opening 6 per vertical framing member Width of door unit plus 1/2" 16 per horizontal framing member Height of door unit plus 1/4" Hinge and strike plates require Iwo 2-1/2" long screws per location. Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA At 56.2) cylindrical and deadlock hardware be installed. UNITS COVERED BY COP DOCUMENT 3147 or 3167 Compliance requires that 8" GRADE 1 (ANSI/BHMA A156.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: 1. Anchor Calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include /8 and I10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NDS for southern pine lumber with a side member thickness of 1.1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. 0 r.alul.el, Lan ApId29.2002 Ma onite International Corporation 0w cocak..Q OpOW)m of oroduO -D,Q-MI OMcc SM,14411K)M. omgn rno podan amd cubtea to cNet" "how notice XX Glazed Inswing Unit APPROVED ARRANGEMENT: o .".} FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 37 x 6'8". Double Door Maximum unit size • 6V a 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 resislard requirements for a specific building design and geographic location is delermined by ASCE 7-national. state orlocal 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: 00 00 oa na 00 0 0 an 100 Series M. 135 Series 136 Series 822 Series 1/2 GLASS: 0 HU 00 0 ° a 00 00an an 00 00 105 Series 106. 160 Series' 129 Series' 12 RA— 23 RA- 24 RIL 107 Series- 108 Series 3De Series Series' This glass kit may also be used m the following door style: Eyebrow 5-panel with scroll Oak raft AR -k EW r..l.....1, Wnu. l. MIUt: Re:LASS L'MS'Ry UVOR< a T.- r.AfMel.-rAv, o— a • April29. 2002 Masonite International Corporation ow comnrp Woplm of Woduet "yort en, makes SperA"*-s. des0^ and Woduel XX Glazed Inswing Unit C 0 P-W L- MA0142-02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 1311 e04 Series e10 Series 109 Series 11e. 120. 122 152 Series 149 Series 300 Series Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number. Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE 8CCO 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 0akcraff AR k EK ellweA•.r.-ice 1i ..1 (.Il....tl, 1 a 1:1UL' 1:l.\.\.\LN I'M \••UIIIIM b+•4.aM IMNu (wry Om. a \ April 29. 2002 Masonite international Corporationwconb. Voroo_ofaeoua.oao cm roansaN"a Lanionamorooucf and suer(n ro cflarge -efnut Mot. XO or OX Glazed Inswing Unit APPROVED ARRANGEMENT: 0 0 FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Single Door with 1 Sidelite Maldmum unit size . 6'0' x 6'8' Design Pressure 52.0/-52.0 Limited water unless special tllres:Wld design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements lot a specific building design and geographic location Is determined by ASCE 7-rational. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have beeil followed — see MAD-WL-MA0003-02 or MAD-WL-MA0006-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0003-02,. APPROVED DOOR STYLES: 1/4 GLASS: no 00 ® ao 0o 00 00 100 series 03. 135 Series 136 Series 822 Series 1/2 GLASS: D 00 o0 00 00 00 00 105 Series 106. 160 Series' 129 Series' 12 RA.. 23 RA.. 24 RIL 107 Series' 108 Series 304 Series Series' Thus glass U may also be used in the lobowing door style: Eyebrow 5-panel with scroll Oak raft AR k EK'" r............. C:Wl'KV 11011N.1 Aprd29.2002 Masonite international Corporation dm CA41—; D 91— 0 y.o l n.prO.M ". 10e<A.C.—. 0-V 1, 'YOCY[I 0Cu fyy1CG1 le CM ve .4M14 M.C. XO or OX 'I I Glazed Inswing Unit . FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: I] 1311 6 ; e04 Series e10 Series 109 Series 11e. 120.122 152 Series lag Seres 300 Series Series APPROVED SIDELITE STYLES: 0 129 Series 200 Series 12R, 12L, 23R, 23L, 450 Series 152 Series 149 Series 109 Series 120.122 Series 300 Series 24R, 24L Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed. of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). IState of Florida, Professional Engineer IKurtBalthazor, P.E. — License Number 56533 Oak raff AR k EK'" i•wewr.,.nx,c evrKs uouw% a.i•...re..p"E. s>— PREMa... Grylq• Q — b r/ r:. April29. 200T Masonite International Corporation Oa c*"" oroenm or wneo" mvowo matsspedim"s. aesgn and orooucr Sews.ata to crorge .anon M<e OXO O• II ar I Glazed Inswing Unit r FIBERGLASS DOORS APPROVED ARRANGEMENT: Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 61". Single Door with 2 Sidelites MaAmum unit We • 9'0' x 6'8' Design Pressure 52.0/-52.0 Limited water unless specW threshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national. state or local building codes specify the edition required. MINIMUM ASSEMBLY. DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0004-02 or MAD-WL-MA0007-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0004-02. APPROVED DOOR STYLES: 1/4 GLASS: 0 on as as na as 000 an 100 Series 133.135 Series 136 Series 822 Series 1/2 GLASS: El na na as as an an 105 Series 106.160 Series' 129 Series' 12 R/L. 23 RA.. 24 RIL 107 Series' 108 Series 304 Series series' Tlus glasskit may also be used in the following door style: Eyebrow 5-panel with scroll O_ kcraff AR EK" t..l.....1, l.._ FWURCLA%? l.ra IKy a A0029.2002 Masonite International Corporation ou. Co. .... weft— a noo.1 ."1"oem .ent "Wes sa cdC~s. oesq" a o worutl feud SuoleCt 1. C"/qe w"rWl rgt[e. OX0 Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: oa 00 404 Series 410 Series 109 series 114.120. 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: 129 Series 200 Series 12R, 12L, 23R, 23L 450 Series 152 Series 149 Series 109 Series 120. 122 Series 300 Series 24R, 24L Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both Stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab.filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE OCCO 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 Oakcraff AR k EK'" FlUCKGLASS '"IRV U009b E, 0 Apf1129. 2002 Masonite international Corporation OW CMUkkoV poga. Co W00W kaoftmWj Uk" Soe6fKXio.S. Onip jr4 WOOKS ocua s4ro 10 aungt wow nwKe. OXXO Glazed Inswing Unit FIBERGLASS DOORS APPROVED ARRANGEMENT: O 4 i r j i, N Double Door with 2 Sidelites 6taaimum unit site • 170- a 6.8- Design Pressure 52.0/-52.0 Umiled water unless special threshold design is used. Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant requirements for aspecific budding design and geographic bcation Is deterndrled 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: ao 00 an as an 000 as 100 Series 133, 135 Series 136 Series 822 Series 112 GLASS: an na an na as na 105 Series 106, 160 Series' 129 Series' 12 RIL, 23 RA- 24 R/L 107 Series' 108 Series 304 Series Series' This glass lit may also be used in the following door style: Eyebrow 5-panel with scroll Oak.raff AR EK' Uu elr b0 w1116wr.LA\1 CNT%V OOOw[ Ns••4.rdre.•p."WrOaen Mn• el April 29.2002 Masonite International Corporation ow co.o "v wog— or d•oown < ",ewm nW n $pKdCAI M. dn9n Ind o odun OrW 5Y4cc110 c..v. —d n ,. OXXO Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: S as as 404 Series 10 Series 109 Series 11e. 120. 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: r 129 Series 200 Series 12R. 12L, 23R, 23L. 450 Series 152 Series 149 Series 109 series 120. 122 Series 300 Series 21R, 24L Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated , glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). IState of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak.raff AR k EW .,.... CNr"t ,unnrn ,a,.U.—I—e.,. t—, 0.... Mom. s Apre29.2002 Masonite International Corporation Oa comsw." o.opam o7 wod.a . wortmem mites SWdcoom oesi0n ano Mod l do" su*o to cnm7e .r40ow nice. XX Glazed Inswing Unit 810" FIBERGLASS DOORS APPROVED ARRANGEMENT: r-= T.. 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 wit We . 6'0' x 8'0' Design Pressure 40.0/-40.0 UmitM water unfess special Weshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant requirements for a specific budding design and geograpW location Is determined by ASCE 7•natioml, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0002-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: n 0o 404 Series 00 0o 822 Wes 0 108 Series Oakcra ., AR EK" t.rl .f•.Ir fra— rlueltr:t.nas I., d=s na..t.••w.are.rslw tnerr + Mn•.• a s April 29.2002 Masonite International Corporation Ow C-dwic 7rl)p of We":nro+enem nukes speckAons. &SO and oroauct 0"JA 10^1 W c-^e - MN -Oct. xx Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 0 810 Series 852 Series 300 series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). EX 5 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AI:Fk EK" I•IUL-CL.\.N.N LNI"\,III III".. N ..Ta. dFM94. Ew rDw.. April 29.2002 Masonite International Corporation ow coat r V aoeram or ppoauct .nWo tm mxn specOic om. an'Dn Ina P OMO ama suwa to crwpe "knee nmcc XO or OX ' t I Glazed Inswing Unit I APPROVED ARRANGEMENT: 810" FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 37 x 8'0". Single Door with 1 Sidelite Matdmum unit size . 6V x8'0' Design Pressure 40.0/-40.0 Umited water unless special Nrestrok 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 loaf building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0003-02 or MAD-WL-MA0006-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0003-02. APPROVED DOOR STYLES: 1/4 GLASS: DID an as 822 Series 1/2 GLASS: a as 404 series 108 series 0 Oak raft AR EK' r r ....l. .. .. le .• :., 1'1111;NCS.AAS CNIKV W—AN T..—ra.gnnE.-0— ALL C.' a •1 p ApIa29.2002 n Ow• r O•. Masonite International Corporation Ow Commwg moplsm o1 pfmcl .rwo+emenl 11wt5 SOtCaca1 $. onYW o1000U 1 SWRSI I0'wQ, • 4I 4NK, XO or OX Glazed Inswing Unit APPROVED DOOR STYLES: FULL GLASS: 810 Series APPROVED SIDELITE STYLES: 8'0" FIBERGLASS DOORS 1: 300 Series aU5 450 series 852 series 810 series 300 series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). IState of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 0akcraff AR 4 EK" 1'IULMIiLASS LNrKV U()l1NS •MU• r—g—t—Ow.. a 2.•/ .. Apr029. 2002 Masonite International Corporation ow Conlmwnp aognm 01 oroe.a mao•emml mates soeUkaom. eevpn and aoann oeue S b^' 10 mange .anon nave. _ OXO Glazed Inswing Unit 810" FIBERGLASS DOORS APPROVED ARRANGEMENT: v a 0 0 Single Door with 2 Sidelites MaArnum unh size . 9'o' a 8r Design Pressure 40.0/-40.0 Limited water unless special threshold design is used. Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0004-02 or MAD-WL-MA0007-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0004-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: 0333 0o 00 822 Series El 0o 404 Series 108 Series 0aak ,Taff AR k EK- OU LIkGLA.\ Lv'r.1- U.I.. M., f..r.N rM.pu Gv, 0— Aprd29.2002 ow Comf4f0e ploram of Woew fxweelem moes somdi 'o.. oew- and e.0euct Masonite international Corporation deUd Svbinl to COallet MItI A M.Ce. Ox0 Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: yl 810 series 300 Series APPROVED SIDELITE STYLES: 450 Series 852 Series 810 Seres 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). IState of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 O ak Wr AR EK'" VIOCKULASS LNTNY UUONS tVrA.rnlrO..p"1."0— r/lUt'I.. Gr.n • O..li. r 0..., AprB29.2002 Masonite International Corporation Ow temaali"e WoWam W Oleeun irnoromner4 makes Wpef+r4:ati0os. Onipn Ana Oreeun Clews"tietl 10Chant "4MW "Witt. OXXO Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: O O Note: Units of other sizes are covered by this report as long as the panels used do not exceed 37 x 8'0". Double Door with 2 Sidelites Maximum unit size . 170' x 8'0' Design Pressure 40.0/-40.0 Umiled water unless special Mreslxlld design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact reslstard requirements for a specific building design and geograpbk location Is determined by ASCE 7{lational, 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: 1/2 GLASS: a as e0e Series 11111 oa as 822 Series M.: 108 Series Oakcraff AR EK" t,•,.,;..,r,.._ 0:40LR<:Lns1 Lwrmv vooks T..—F—..r+n Do... Apra 29. 2002 o..,,., o.... Masonite International Corporation0cOfflavOf— ofao""Wo.enev cores soeMAom. o oendorooucr aew su4en a crunee .anon nonce. OXX0 Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: R. 810 series 900 series APPROVED SIDELITE STYLES: 450 Series 852 series 810 series 900 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO AA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). IState of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak_raft 1 EK" 1:11W9C:LA%N L'n'r"1'`I).111"ti s•....,...ro.. b"r, 0e... PRC„0G=.11,,v,,IM / . e Aprd29.2002 Masonite International Corporation Ou. Comm." orwam of wo" r+91 c males smdi"l . dnq.. AW 010aw derag worn 10 CM.ee " roA . ' XX Glazed Outswing Unit FIBERGLASS DOORS APPROVED ARRANGEMENT: Note: Units of other sizes are covered by this report as tong as the panels used do not exceed 3'0" is 6'8". Double Door Madmum unit sin . 6'0' a 6'8' Design Pressure 55.0/-55.0 United water unless special threshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant milulrements 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. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: as as 000 am on oo 00 na 100 Series 133. f35 Series 136 Series 822 Series 1/2 GLASS: El na 001 na nn an as 105 Series 106. 160 Series• 129 Series' 12 RA_ 23 RA.. 24 R!L 107 Series' 108 Series 304 Series Series' Thisglass kit may also De used in the following door style: Eyebrow 5-panel with scroll Oak raff AR EK" 1.1III:"I:IA.\. ll'1•"\• UIIU" fbwL.MNfOwaY"e•'"1 Oer. April 29.2002 o:.ale o.... Masonite International CorporationOwsao~ng f.owan of plod.a + Wd,elneld mastssneedcnom. design and elodll I oeu+.0 a to cftnde .d noun XX Glazed Outswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: na an toe series 410 Series 109 series 1 I 120, 122 152series 149 Series 300 Series Series CERTIFIED TEST REPORTS: CTLA-805W-2 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 slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). IState of Florida, Professional Engineer IKurtBalthazor, P.E. — License Number 56533 Oakgraff AR EK'+ r•<I.1... e 7 • I IUI'M/:L.\\,l L'H'INl' UVVM1 MowT.•v.+FW.I•u L.r, Oaw. S April 29.2002 Masonite International Corporation Om cu"I+s+w wow+m or woaua +"orwm em wales soecocitio . aesgo +no woa"a ecu+ swlecl ro Ch." —• A M<t XX Glazed Outswing Unit APPROVED ARRANGEMENT: M;I 8'0" FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door Maximum unit size . 6'0' x 8'0- Design Pressure 47.0/-47.0 UrMted 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. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: as 404 series oa oa 822 Series El 108 series 0 O akcraff W....J•I,ra.n Te...•..I AR EK' r r.......... ...- I ItlL'N(:I.AtiT I: N'rN 1' UUnNS Na.r..v.. Is..prr+We O.v+ N Aprd 29. 2002 o••'•'• o•••• ow CO-0 oWwam o+ 1"WL0 a"ao+emem makes sttcdtnom. on -an &Wwaouol OtW sw1e0 to c wpe —t.A nonte 4 4 E — rl lll 1=11rim- IIMimi ICI 0I w II 3 14, 2 1 1 wroElEDUTe SOLES FOR III` WOE DOOR. REVISIONS 100 TOP' B° r) REV. NO. ZONE: DATE: ECN NO. APPVD: I DESCRIPTION A 1 82 11/00 - MWW I OTY (1) WAS (2) FOR TRAP( BOLT HORIZONTAL TRACK SUPPORT BY m G ICI. EID STILES ATTACHED TO DOOR 0009 NSDE.R CFO Sun y 90H WITH PATEITED ro0i-IOC SYSTEM 2 (TOP. OOTTw • CENTER). D YEW g 1] G GLV. Sim nOD BRACER. s IA roWOODLACSCREWS. LISTED am- ,,„ AYAABLE Aa AH ORM FTFvEW t- 110cH1rF2- TRACK STEEL TRKAC t. 1NL RAOtn.C10165:.0e0- Y LOCK POSITION Q Q TT'P, 2-InCA. STEEL LV. srTRACK TTaKE¢r. noiwr iDouD g <•> TRACK BRACKETS PER siDc. n gQ REPORT#9606C 10EZOIMTK C a- m G U- BNm U- U-SARS IN 2- 1- 2-1 .>r NF.n..Kw nPTKIN fNTIEN am OF IWD U- flYISONE U-BM15 D0 IEXT iaT10H. ERG) /1..3/e- SME=7 1ETK SCREWS ur_mm of OPIOwL Apia MAUL A OPTICIAN. OUTSIDE MM IOC( POSITION MAIL DOOR nOM - Ie--0- o M115DF nrv.TIDNa TAPPNC SCEWS. NNRl le U RIfnRr,VE MINCE l l. FRONT FRAME TONU.V. WAS1 J EC SCREWS0 R S Mroa 1 OA NC xEW v 1 S up To leM OI ()SEC OOLIIHC aH aNSCE 9lIIrKE (BUT H REQUIRED, T SCREWS wr FLUSH COUNTERSUNK[ T). (Sur HOTTmawsslToProncAFw91uoulTNcaroPWomn.Mc By 000R NsrAurn (TO sun SMREACL IIORI20HGL iY 00 H10TTRANSFERION. 2A YE1DW PINE JAYS m G LYL GLV. Stm t>m STWE lj n THICKgB a a OR m G aALv. sTm TINTER. SOLE B Iro ACERID -- MOLDED INSIDELYE SECT""' R-e23G YN. Sim UK RETAINER - 12 G fXV. STEEL TRACK SON coo= WITH C-N wI. l(t0 PAN EWS PER LITE) a.. MOORS OHII CE2rtOS (C-a0 WITH 19'.1 D ro FOOD CREW aRH 01Es/1e•.1ED TOMACJAMB' CKVAIRNO, TW®-OIL RINFA 00()•OR 2A CE1RM ((2A00 PSI 1OL OONOETE) OR PER TRACK 91AOS1. TCP COAT PaTO g OM S11AP ura ENOACL3 1/. .. iAPCdwA dH I"MuC D WITH (2.000 7/10- ID. ROIR/DR.1,&) PSIcnHHVETEi; w3110O NCLIIDED WITHI rASIFHEI (aNEPReuULv. sTm CEDER I.MOE SHOES Or Sim 9QI. 1 ROLLERT 0 ¢ SIW IAi SONSRC£ MOMd6. I o.o. ICI. w90R MIEIDRIm 2• Tjyv. STEEL TRACK rA51ERm m I. a fJ.v. Slm TIR1fR Hp 115RERZR ro NREi. SREfS W/(.) BR.GItFT ATEOIm W/(.) EACH WEaOCOILWITHTAPCOAS. ANOORS wr BE O)Ia11Eb1NrOt 12 G C.M.Y. STm TRACK BRACKETS. rASrtxDro UID SRES EACH W/(.) II.a/a 9¢r YErAL SCREYP' I11.3/e- SHEET 1ETAL SRE ( GUT NOT 1®IAIfD) ro PROVIDE A FLUSH TRACK ATTAG® ro EACH eRACW II.a(e T Y 7K SCRE13 (IC SNP HIP JOMNfS. W Ki HORIZONTAL AWES DO NOT NM ONE 1/.-.3/e- BOLT • HUT (•) 1/.1.5/1- SEIf rAPPY1C SIREIrS PEREND NMLE. OUTSIDE KEYED OR TWO 1/.- CIA RIVETS, HIMOE DO ENO 2. OIA SHORT - STEM. 10 BALL STEEL ROLLER. CIO HNED T EACH SnTE iy nDK A P.ERMD. PE FASTENED ) [HD STrILL PREPARATION Mr AAYRSRrDnETtsSII.•ROH [-c WORN P.E. PE. IZXn SIR ( I..s/e• N9x HANDLES' TALL U$AR & (.) 1/4- 13/4- S]7 OUTSIDE KEYED TOM LOCK W ITI.. TOLD SSIRE1NCM; 30 HS rME Ic SNAP """""" OP11ON TRACK NOTE 2, THE OcvuR Or THE 9w0RTN0 STRUCTURAL ErAIERS DESIGN LOADS: +24.0 PSF & -24.5 PSF OUTSIDE EACH SIDE SMALL BE ME RESPaH9eEm Or THE PRanSIDw. Or TEST LOADS: +36.0 PSF & -37.0 PSF 1-+ E Or DOOR. RECORD FOR THE OULDR6 OR STRUCTURE AND N ALCORDW E 3' TALL A m G MY. Sim U-I MS FHD SLIDE BOLT 1-7/e• IN A 2- 1-2-1 PArTERH (IE. TWO U-SAAS SYEE lf10E( DOGES MUM CURRENT III CODES FOR DE IONS LISTED ON onOMl lw ] M[ Sam H Pw[ ON BOTTOM SECTION. ONE U-8ARamHEMINTOVERTICALTHISORM'ek" w oI . RI® sDt mO ix. PART NO.: - T- SEcTDH ETC.}- THOU U-SAR ATTACHED TRAM ONE MORE• LHKR,xacSt&.d OU-1.. 312 W*M A Sde I= A WONPat1 . tlt/` ,SFli E,PPPD SCREWS UCI E .I QOR: KR IMD TOLERANCES s. IDEAL MdD01 GRGI^MI' EI 5242 OF' °0°"' a ..M.M .0 - 1.03 cam TICK OvuHEt fa No. 1 513 )M-.3155119 . sEETaH A -ATSDrwEWR Nar i Rar My' m .00 . t.013 DESCRIPTION: MODEL 6R5T W4 16-0 x B-0: 4 -2/.5 DESIGN LOAD lDtd.REtl +...+ MH....Iu ..r ..NIG .000 t .003 ' 13 a D LV.WO (2) B44/1 BRACKET. R+W a AA,, AA..... A.. DRAWN BY: BUM DATE: s 18 00 DWG. ARAOm TRH (x) II.a/e' SEE METAL SCREWS 2 b.......Aav 1w.N..n 0000 . t.001 / / SCALE: NTS R WT:AnERsrraP CnRUsm fl,ira A. ylaOe:gro.a . t 1/7 CHECKEDBY: MWW DATE: 4/18/00 SHEET I OF 1 SIZEa Mom 1.J Projection LAw., smtAwotTlo.aN tDMEHsas MEN NEES. DWG. NO.: 102138REV. NO. I 4 3 2 a vlla 11 1 "')UJWINJ DIV. 1+ s MODEL: 6RST (25 GA. STEEL SKINT MODEL: 4RST (24 GA STEEL SKINT LISTEDOPTgNA1OSBCLASSOR 1 8" ACRYLIC ITES AVAILABLE 1) INTERMEDIATE STILEATTACHEDWTOD-L-LAC ((77''ppP B DO I/ SECTION B-8) 20 CA MIN. END STILES ATTACHED TO OOGR AND URETHAN ADHESIVE (ALONG CENTER; SKIN WITH PATENTED TOG-L-LOC SYSTEM yA OP, BOTTOM & CENTER). I K Q M M O 1 F9pfflsirn=m REPORT#9606C E I 25 GA. MIN. GALV./ TACK POSITION STEEL SIGN COATED WITH A BAKED -ON PRIMER, TWO POINTTWOPOINT l.0010NC AND A BAKED -ON POLYESTER TOP OAT APPLIED TO BOTH SIDES OF STEEL SIGN. N O t REVISIONS I I A4 I 11/00 1 - I MAW I OTY (1) WAS (2) FOR TRACK BOLT --- 2" THICK 3' TALL U-BAR 20 GA. GALV. STEEL 1d}.r I - VS. 16 GA GALV. STEEL TOP ROLLER BRACKET. EACH t AnA04EDSHEETMETA SW LAP JOINTS 14 G CALK STEEL END HINGE EACH FASTDCErD (TtaO)) DO SSTI MEYAL t4d 4) 1/4'.J/4' SELF TAPPL40 SCREWS.' HORIZONTAL TRACK SUPPORT DOOR INSTALLER (TO S 13 GA. GALV. STEELFLAG BRACKET. EACH FASTENED TO WOOD JAMB WITH 3) 5/16'xl-5/8' WOOD LAG SCREWS. WM DOUBLE TRACK TRACK CONFIGURATION LOW HEADROOM IS AVAILABLE AS AN OPTION DOOR HEK>iT Z' E 6- 72" GALV. STLFL TRACK, 7 8 1. MIN. (RACK TNICKNESS:.060" _ v 8 -0 88 a aTYP. 2-1/2-xl2 GA. GALV. STEEL TRACK BRACKET. U.-gw z (4) TRACK BRACKETS PER SIDE 4LOCATION. 0 MD(XJRLF R RACKET DOUBLE HORIZONTALLi FRONT FRAME WITH U.V. COATING ON OUTSIDE SURFACE TRACK p O tJ G CALV. DEFT BORON LOW HEADROOM OPTIONBAAOTT. LV. STEEL BOTTOMM 1/ WO 4":}/4' SELF I z x3' LAC SCREWS ON 24 CENTERS. 1' O.D. MIN. 1 7/14xS/0 SHEEP META. SCREWS. ii i TAPPING SCREWS. WASHER REQUIRED. LAC SCREWS MAY 8E COUNTERSUNK SSB CLASS OR OPTIONAL 10 SCREW 14 .A NO HINGES 18 CA INTERMEDIATE HINGE (OUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING A VWX 1/8' ACRYLIC UTE WINDOW LITE SURFACE HORIZONTAL JAMBS 00 NOT TRANSFER LOAD. SECTION 8-BVIEW 'B NEW T STOP MOULDING BY DOOR INSTALLER (TO SUIT) 2x6 YELLOW PINE JAMB r `20 GA. MIN. GALV. STEEL END STILE MAX. 066R 1YIUTH 970' --j I4x5/8' SHEET METAL SCREWS TALL x U-BAR (50 KSI) DOR SECTION. END SLIDE BOLT STILE e LACK ENGAGES INTO VERTICAL TRACK ONE LOCI( ON EACH SIDE OF DOOR INSIDE SLIDE ROUT LOCI( OPTION NOTEI: DDORS UP TO 7'-0' HIGH CONSIST OF 4) SECTIONS (SHOWN). DOORS OVER 7'-0- HIGH CONSIST OF (5) SECTIONS (NOT SHOWN). S TION A -A (SIDE VIEWI PAN CREW VERTICAL JAMB ATTACHMENT TC- J8x3( ,4* SSCREWS PER LITE) ENDMOLDEDINSIDESTILE } 8 x! LNIkSLEEVE ANCHORS ON 24 CENTERS (BOTH LITE RETAINER INTER. 19dIT1C-90 BLOCK OR 2,000 P51 MIN. CONCRETE OR SNAP LATCH ENGAGES STILE1/4'x4' TAPCON SCREWS ON 24 CENTERS (2,000 ONTO VERTICAL TRACK. 20 GA GALV. STEEL INTER. STILE PSI MIN. CONCRETE). WASHERS INCLUDED WITH ONE SNAP LATCH ONJSLEEVEANCHORS, 1' O.D. MIN. WASHERS REQUIRED EACH SIDE OF DOOR. WITH TAP'CONS. ANCHORS MAY BE COUNTERSUNK INTER. STILE12CAGALV. STEEL TRACK / (BUT q0i REQUIRED) TO PROVIDE A FLUSH OUTSIDEBRACKETSFASTENEDTOWOODJAMB) MOUNTING SURFACE HORIZONTAL JAMLiS 00 NOT IW4DLEWITHONE5/I6'xl-5/8' LAG SCREW TRANSFER LOAD. OUTSIDE KEYEDPERTRACKBRACKET. HANDLE t 18 CA GALV. STEEL CENTER HINGE END FASTENED TO INTER STILES W 4) STILE LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR. 11 C J14x5/8' SHEET METAL SCR&I . 1 OUTSIDE KEYED LOCI( 2" CALV. STEEL TRACK FASTENED TO 14 GA GALV. STEEL ROLLER HINGES LOCK BAR LOCKING12GAGALV. STEEL TRACK BRACKETS. FASTENED TO ENO STILES EACH W/(4) INSIDE HANDLE TRACK ATTACHED TO EACH BRACKET I4x5 6' SHEET METAL SCREWS AN DESIGN LOADS: +25.0 P.S.F. h -32.0 P.S.F. WITH ONE 1/4-x5/8" BOLT h NUT t4) I//4-x3/4- SELF TAPPING SCREWS PER END HINGE OUTSIDE KEYED LOCK TEST LOADS: +37.5 P.S.F. A: -48.0 P.S.F. SNAP LATCH OCK OPTIONORTWO1/4' OIA. RIVETS. - mt • ®II.lToO w nutmINs1 PART NO.: - 2" 01A SHORT STEM, 10 BALL STEEL ROLLER. t:4.s. Stat.O a<nd.ir S12 tdxl A SLAT. iW0 APREPARATIONOFJAMBSBYOTHERSN IDEALJAMBCONFGURATIONoiaamc 'mmu" ; m TOLERANCES — C+rimasON 16" SECTION C-C bx. •.e...s, a ,'4'I0 t 03 +ppa a Fm Nfa I-313J-7 81219 NOTE2: THE RESPESIGNONSIBILITY OF THE SUPPORTING FTHEPRSTRUCFESSI VIAL ELEMENTS , u,,, y p°b i°T m .00 t.015 DESCRIPTION: MODEL 6RST W4 9-0 x 8-0: +25 32 DESIGN LOAD SHALLBETHERESPONSIBILITYOFTHEPROFESSIONALOFee.... 1x1. wstlw eq ..At r .000 t.005 /- RECORDFORTHEBUILDINGORSTRUCTUREANDINACCORDANCEMARKWESTERRELDPEI°''O "iO°" « 0000 1.001 DRAWN BY: BMM DATE: 4/18/00 SCALE: HIS DWG. WITHCURRENTBUILDINGCODESFORTHELOADSLISTEDON ^'tea m..n... THIS DRAWING. FLORIDA P.E. J48495 i aL o*g'— CHECKED BY: MWW DATE: 4/18/00 SHEET f OF I SIZE LJ NORTHCAROLINAP.E. J23832 l p,p ° oct1w- 1Ae... State° Mh._.b. 06AXWolts ARE IN vKHEs. DWG. NO.: 102137 1 REV. NO. I 4 3 2 rtgeaasao9- la„29„T„ r.l ., FOkM'600A-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 2879 41 A Builder: DR HORTON Address: 34q A(PALCOSSA CPermitting Office: City, State: Al.(4(D, eL 3a1-4a Permit Number: Owner: - j. j2 . VNPQ7(60 Jurisdiction Number: Climate Zone: Central 1. New construction or existing New _ 12.' Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 60.0 kBtu/hr 3. Number of units, if multi -family I _ SEER: 12.05 4. Number of Bedrooms 4 _ b. N/A 5. Is this a worst case? No 6. Conditioned floor area (ft') 2872 ft' c. N/A 7. Glass area & type a. Clear - single pane 319.0 112 _ 13. Heating systems b. Clear - gnuble pane 0.0 ft' _ a. Electric Heat Pump Cap: 60.0 kBtu/hr _ c: Tint/other SHGC - single pane 0.0 ft' _ HSPF: 8.25 d. Tint/other SHGC - double pane 0.0 ft= b. N/A 8. Floe types a. Stab -On -Grade Edge Insulation R=5.0, 173.0(p) ft c. N/A b. Raised Wood, Adjacent R=11.0, 460.0ft' _ c: N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallons a. Concrete, Int Insul, Exterior R=3.0, 876.0 ft' _ EF: 0.86 b. Frame, Wood, Exterior R=11.0, 785.0 ft' _ b. N/A c. Frame, Wood, Adjacent R=11.0, 622.0 ft= _ 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, 2091.0 ft' _ 15. HVAC credits PTA b. N/A CF-Ceiling fan, CV -Gross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Interior Sup. R=6.0, 320.0 ft _ MZ C-Multizone cooling, b. N/A MZ-H-Multizone heating) Glass/ Floor Area: 0.11 Total as -built points: 33937 PASS Totalbasepoints: 38807 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: I) Eq DATE: 03 . o2 I hereby certify that this building, as designed, is in compliance with the Flori a Energy Code. iOWNER/ AGENT: DATE: 41-2310 Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: WE EnergyGauge® ( Version: FLRCSB v3.2) t. L. FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES I18. X Conditioned X BSPM = Points Overhang Floor Area Type/SC Omt Len Hgt Area X SPM X SOF = Points 18 2872.0 25.78 13327.2 Single, Clear W 1.0 10.0 32.0 53.47 0.99 1701.9 Single, Clear W 4.0 15.0 8.0 53.47 0.90 385.7 Single, Clear W 4.0 7.5 10.0 53.47 0.72 385.5 Single, Gear S 1.0 15.0 16.0 44.66 0.99 709.6 Single, Clear E 1.0 17.0 16.0 59.31 1.00 945.6 Single, Gear E 1.0 22.0 16.0 59.31 1.00 946.2 Single, Clear E 1.0 13.0 53.0 59.31 1.00 3128.7 Single, Clear N 1.0 5.0 10.0 27.96 6.96 268.9 Single, Clear N 1.0 7.0 23.0 27.96 0.99 633.5 Single, Clear E 1.0 10.0 15.0 59.31 0.99 884.5 Single, Clear W 1.0 12.0 30.0 53.47 1.00 1597.3 Single, Clear S 1.0 6.0 60.0 44.66 0.94 2529.5 Single, Clear S 1.0 6.0 15.0 44.66 0.94 632.4 Single, Clear E 1.0 10.0 15.0 59.31 0.99 884.5 As -Built Total: 319.0 15633.8 WALL TYPES Area X BSPM Points Type R-Value Area X SPM = Points Adjacent 622.0 0.70 435.4 Concrete, Int Insul, Exterior 3.0 876.0 1.40 1226.4 Exterior 1661.0 1.90 3155.9 Frame, Wood, Exterior 11.0 785.0 1.90 1491.5 Frame, Wood, Adjacent 11.0 622.0 0.70 435.4 Base Total: 2283.0 3591.3 As -Built Total: 2283.0 3153.3 DOOR ,TYPES Area X BSPM Points Type Area X SPM Points Adjacent 18.0 1.60 28.8 Adjacent, Wood 18.0 2.40 43.2 Exterior 20.0 4.80 96.0 Exterior Wood 20.0 7.20 144.0 Base Total: 38.0 124.8 As -Built Total: 38.0 187.2 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points. Under Attic 2091.0 2.13 4453.8 Under Attic 19.0 2091.0 .2.82 X 1.00 5896.6 Base Total: 2091.0 4453.8 As -Built Total:. 2091.0 5896.6 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM Points Slab 173.0(p) 31.8 5501.4 Slab -On -Grade Edge Insulation 5.0 173.0(p 31.70 5484.1 Raised 460.0 3.43 1577.8 Raised Wood, Adjacent 11.0 460.0 1.80 828.0 Base Total: 7079.2 1 As -Built Total: 633.0 4656.1 EnergyGauge® DCA Form 600A-2001 EnergyGauge®/FIaRES'2001 FLRCS130.2 FORM 60OA-2001 RM SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT INFILTRATION Area X BSPM = Points Area X SPM Points 2872.0 14.31 41098.3 2872.0 14.31 41098.3 Summer Base Points: 55516.3 Summer As -Built Points: 61313.1 Total Summer Points X System = Multiplier Cooling Points Total X Component Cap Ratio X Duct X System X Multiplier - Multiplier . DM x DSM x AHU) Credit Multiplier Cooling Points 55516.3 0.4266 23683.2 61313.1161313.1 1.000 1.00 1.087 x 1.150 x 0.90) 0.283 1.125 0.283 0.950 0.950 185U.5 18544.5 EnergyGauge"' DCA Form 60OA-2001 EnergyGaugeWRaRES'2001 FLRCSB v.3.2 FORM'600A-2001 J WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Omt Len Hgt Area X WPM X WOF = Point 18 2872.0 5.86 3029.4 Single, Clear W 1.0 10.0 32.0 10.74 1.00 343.5 Single, Clear W 4.0 15.0 8.0 10.74 1.01 87.0 Single, Gear W 4.0 7.5 10.0 10.74 1.05 112.5 Single, Clear S 1.0" 15.0 16.0 7.73 1.00 123.3 Single, Clear E 1.0 17.0 16.0 9.96 1.00 159.8 Single, Clear E 1.0 22.0 16.0 9.96 1.00 159.7 Single, Clear E 1.0 13.0 53.0 9.96 1.00 529.7 Single, Clear N 1.0 5.0 10.0 12.32 1.00 122.9 Single, Clear N 1.0 7.0 23.0 12.32 1.00 282.9 Single, Clear E 1.0 10.0 15.0 9.96 1.00 150.0 Single, Clear W 1.0 12.0 30.0 10.74 1.00 322.1 Single, Clear S 1.0 6.0 60.0 7.73 1.01 467.7 Single, Gear S 1.0 6.0 15.0 7.73 1.01 116.9 Single, Clear E 1.0 10.0 15.0 9.96 1.00 150.0 As -Built Total: 319.0 3128.0 WALL TYPES Area X BWPM Points Type R-Value Area X WPM Points Adjacent 622.0 1.80 1119.6 Concrete, Int Insul, Exterior 3.0 876.0 3.80 3328.8 Exterior 1661.0 2.00 3322.0 Frame, Wood, Exterior 11.0 785.0 2.00 1570.0 Frame, Wood, Adjacent 11.0 622.0 1.80 1119.6 Base Total: 2283.0 4441.6 As -Built Total: 2283.0 6018.4 DOOR TYPES Area X BWPM Points Type Area X WPM Points Adjacent 18.0 4.00 72.0 Adjacent Wood 18.0 5.90 106.2 Exterior 20.0 5.10 102.0 Exterior Wood 20.0 7.60 152.0 Base Total: 38.0 174.0 As -Built Total: 38.0 258.2 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points Under Attic 2091.0 0.64 1338.2 Under Attic 19.0 2091.0 0.87 X 1.00 1819.2 Base Total: 2091.0 1338.2 As -Built Total: 2091.0 1819.2 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM Points Slab 173.0(p) -1.9 328.7 Slab -On -Grade Edge Insulation 5.0 173.0(p 2.40 415.2 Raised 460.0 -0.20 92.0 Raised Wood, Adjacent 11.0 460.0 1.80 828.0 Base Total: 420.7 1 As -Built Total: 633.0 412.8 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FI.RCSB 0.2 FORM 600A-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT INFILTRATION Area X BWPM = Points Area X WPM Points 2872.0 0.28 -804.2 2872.0 0.28 804.2 Winter Base Points: 7758.4 Winter As -Built Points: 10832.4 Total Winter X Points System Multiplier Heating Points Total X Component Cap Ratio X Duct X System X Multiplier . Multiplier DM x DSM x AHU) Credit Multiplier Heating Points 7758.4 0.6274 4867.6 10832.4 10832.4 1.000 1.00 1.078 x 1.160 x 0.92) 0.414 1.150 0.414 0.950 0.950 4897.7 4897.7 EnergyGaugeTM DCA Form 60OA-2001 EnergyGauge ffilaRES'2001 FLRCSB v3.2 FORM 60OA-2001 11 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 23683 4868 10256 38807 18544 4898 10495 33937 SM EPASS O,v 'LiiE ST9T t a EnergyGaugeT" DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfrn/s .ft window area; .5 cfm/ .ft. door area. Exterior & Adjacent Walls 606.1ABC.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 comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to the foundation to the top plate. Floors 606.1.ABC.1.2.2 • Penetrations/openings >1/8' sealed unless backed by truss.or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, 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 Ughting 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 cfrn from conditioned space, tested. M,jlti-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. RA-22 nTHER PRESCRIPTIVE MEASURES /mutt hp mat nr Pyr_aadad by all racidanrac 1 COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or dearly marked circuit breaker electric or cutoff as must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All duds, fittings, mechanical:equipment and plenum chambers!shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Se agate readil :accessible:manual or automatic thermostat for -each system. Insulation 604.1, 662.1 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 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 w ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 85.7 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 3. Number of units, if multi -family 1 4. Number of Bedrooms 4 _ b. N/A 5. Is this a worst case? No _ 6. Conditioned floor area (ft2) 2872 ft2 c. N/A 7. Glass area & type a. Clear - single pane 319.0 ft2 _ 13. Heating systems b. Clear - double pane 0.0 ft2 _ a. Electric Heat Pump c. Tintlother SHGC - single pane 0.0 ft2 _ d. Tint/other SHGC - double pane 0.0 ft2 b. N/A 8. Flo, r types a. Slab -On -Grade Edge Insulation R=5.0, 173.0(p) ft _ c. N/A b. Raised Wood, Adjacent R=11.0, 460.0ft2 d. N/A 14. Hot water systems 9. Wall types a. Electric Resistance a. Concrete, Int Insul, Exterior R=3.0, 876.0 ft2 b. Frame, Wood, Exterior R=11.0, 785.0 ft2 _ b. N/A c. Frame, Wood, Adjacent R=11.0, 622.0 112 _ 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, 2091.0 112 _ 15. HVAC credits 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: Interior Sup. R=6.0, 320.0 ft _ RB-Attic radiant barrier, b. N/A MZrGMultizone.cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a_new.EPL Display Card will be completed based on installed Code compliant features. Builder Signature: &]&) Date: 4Ia3103 Address ofNew Home: 3da- APPtaI-A C- OURZ City/FL Zip: a,1FL`, 1=(. 3 2 Cap: 60.0 kBtu/hr _ SEER:12.05 _ Cap: 60.0 kBtu/hr _ HSPF:8.25 _ Cap: 50.0 gallons _ EF: 0.86 _ PT, _ y04'iHE STqp8A t.9 A COD wg'f4 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 EPADOE EnergyStarmdesignation), your home may qualmsfor energy efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec.ucfedu for information and a list ofcertified 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 Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-3-97 109 COMMERCE STREET. LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 Project Information For: DR HORTON Notes: Design Information 0 Weather: Orlando AP, FL, US Winter Design Conditions Outside db 38 OF Inside db 70 OF Design TD 32 OF Heating Summary Building heat loss 40970 Btuh Ventilation air 0 cfm Ventilation air loss 0 Btuh Design heat load 40970 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heating CoolingArea (ft2) 2872 2872 Volume (ft3) 22976 22976 Air changes/hour 0.70 0.40 Equiv. AVF (cfm) 269 153 Heating Equipment Summary Make TRANE Trade EfficiencyHeatinginput Heating output Heating temp rise Actual heating fan Heating air flow factor Space thermostat 8.4 HSPF 0 Btuh @ 47°F 0 OF 0 cfm 0.000 cfm/Btuh Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 43 gr/Ib Sensible Cooling -Equipment Load Sizing Structure 35571 Btuh Ventilation 1485 Btuh Design temperature swing 3.0 OF Use mfg. data n Rate/swing multiplier 0.98 Total sens. equip. load 36315 Btuh Latent .Cooling :Equipment Load: Sizing Internal gains 1150 Btuh Ventilation 2212 Btuh Infiltration 4526 Btuh Total latent equip. load 7888 Btuh Total equipment load 44203 Btuh Cooling Equipment Summary Make TRANE Trade Efficiency Sensible cooling Latent cooling Total cooling Actual cooling fan Cooling air flow factor Load sensible heat ratio BoWtalic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. 10.0 EER 40600 Btuh 17400 Btuh 58000 Btuh 1933 cfm 0.054 cfm/Btuh 82 % C Wr 40ht50ft. R1gMSufte Residential^m 5.0.64 RSR26015 2002-Feb-28 13:29:06 E:1 U.XdrhoRon12879M79REVD.. Page 1 RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-3-97 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.70 ach x 22976 ft3 x 0.0167 = 269 cfm 2. Winter infiltration load 1.1 x269 cfm x 32 OF Winter TD = 9454 Btuh 3. Winter infiltration HTM 9454 Btuh / 355 ftz Total window = 26.6 Btuh/ft2 and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 22976 ft3 x 0.0167 = 153 cfm 2. Summer infiltration load 1.1 x 153 cfm x 18 OF Summer TD = 3039 Btuh 3. Summer infiltration HTM 3039 Btuh / 355 ft2 Total window = 8.6 Btuh/ft2 and door area Procedure C - Latent Infiltration Gain 0.68 x43 grAb moist.diff. x 153 cfm = 4526 Btuh Procedure D - Equipment Sizing Loads 1. Sensible sizing load Sensible ventilation load 1.1 x 75 cfm vent. x 18 OF Summer TD = 1485 Btuh Sensible load for structure (Line 19) + 35571 Btuh Sum of ventilation and structure loads = 37056 Btuh Rating and temperature swing multiplier x Equipment sizing load - sensible = 0.98 36315 Btuh 2. Latent sizing load Latent ventilation load 0.68 x 75 cfm vent. x 43 grAb moist.diff. = 2212 Btuh Internal loads = 230 Btuh x 5 people + 1150 Btuh Infiltration load from Procedure C + 4526 Btuh Equipment sizing load - latent = 7888 Btuh Construction Quality is: a No. of Fireplaces is: 0 Bold4talic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. 1 wr19 htsoft Ri9td-Suite Residential" 5.0.64 RSR26015 2002-Feb-28 13:29:06 E:1FOesWdiorton%287912879REVD.rsr Page 1 a. RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-3-97 109 COMMERCE STREET, LAKE MARY, FL 3274"206 Phone: (407) 831-2665 W S D W G L S S O N A S O O W C W S N K I A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R LIV/DIN/FOY a n nw a c n 0 d 1 1 90 1.0 1.0 5.0 5.0 39.4 32.0 0.0 a n sw a c n 0 d 1 1 90 1.0 1.0 2.0 5.0 47.4 23.0 0.0 a n nw b c n 0 n 1 1 90 1.0 3.5 5.0 7.0 62.4 7.0 0.0 a n nw b c n 0 n 1 1 90 1.0 3.5 1.0 3.0 62.4 9.0 0.0 LAUNDRY RM WIC SITTING RM a n sw a c n 0 d 1 1 90 1.0 1.0 10.0 5.0 47.4 16.0 0.0 MASTER BATH a n se a c n 0 d 1 , 1 90 '1.0 1.0 12.0 5.0 47.4 16.0 0.0 MASTER BEDRM a n se a c n 0 d 1 1 90 1.0 1.0 17.0 5.0 47.4 16.0 0.0 MASTER HALL BATH FAMILY RM b n se a c n 0 d 1 1 90 "1.0 1.0 6.0 7.0 47.4 53.0 0.0 KITCHEN a n ne a c n 0 d 1 1 90 1.0 1.0 2.0 3.0 39.4 10.0 0.0 BEDRM 2 a n se b c n 0 d 1 1 90 1.0 1.0 5.0 5.0 47.4 15.0 0.0 UP BATH RM ACTIVITY RM a n nw b c n 0 n 1 1 90 1.0 1.0 7.0 5.0 62.4 30.0 0.0 a n sw b c n 0 n 1 1 90 1.0 1.0 1.0 5.0 76.4 60.0 7.6 r., 0 wnghtsoft RightSuite Residential"' 5.0.64 RSR26015 2002-Feb-28 13:29:06 E:TPes%ddvrton1287912879REVD.rsr Page 1 a n sw b c n 0 d 1 a n se b c n 0 d 1 BEDRM 4 1 90 1.0 1.0 1.0 - . 5.0 47.4 15.0 BEDRM 3 1 90 1.0 1.0 5.0 5.0 47.4 15.0 fi wrng hltsoft wghtSuite Resider tW- 5.0.64 RSR26015 E:WUes%ddwtorA2879s2879REVD.rsr 1.9 m 2002Feb-28 13:29:06 Page 2 RIGHT-J WORKSHEETIkEntireHouse DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 103-97 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 MANUAL J: /tn to. 1 Name of room Entire House LIWDIWFOY LAUNDRY RM WIC 2 Length of exposed wall 314.5 ft 61.5 ft 11.0 ft 19.0 ft 3 Room dimensions 20.0 x 21.0 ft 15.0 x 6.0 ft 13.0 x 11.0 ft 4 Ceiings Condit Option 8.0 ft heat/Cool d 8.0 111 heat/cool 8.0 111 heat/cool 8.0 ft heatfcool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg I Clg W) Htg I Ctg ft) Htg I Gg ft.) Htg Clg ft) Htg Gg 5 Gross a 14B 4.6 2.1 1028 284 0 88 Exposed b 12C 2.0 1.9 1000 64 0 0 walls and c 13C 3.2 1.2 552 144 88 64 partitions d 0.0 0.0 0 0 0 0 e 0.0 0.0 0 0 0 0 f 0.0 0.0 0 0 0 0 6 Windows and a 1C 37.0 264 9757 71 2624 0 0 0 0 glass doors b 8C 37.0 53 1959 0 0 0 0 0 0 Heating c 9C 38.7 0 0 0 0 0 0 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 01 0- 0 0 0 0 0 0 7 Windows and North 27.6 9 261 0 0 0 0 0 0 glass doors NE/NW 51.4 88 4525 48 2259 0 0 0 0 Cooling E/W 0.0 0 0 0 0 0 0 0 0 SE/SW 54.3 220 11927 23 1090 0 0 0 0 South 0.0 0 0 0 0 0- 0 0 0 Horz 0.01 0 0 0 0 0 0 0 0 8 Other doors a 11A 18.9 12.7 38 717 484 20 378 255 18 340 229 0 0 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 9 Net a 14B 4.6 2.1 862 3972 1775 229 1055 472 0 0 0 88 406 181 exposed b 12C 2.9 1.9 849 2445 1650 48 138 93 0 0 0 0 0 0 walls and c 13C 3.2 1.2 534 1682 625 144 454 168 70 221 82 64 202 75 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 2134 3619 4750 420 712 935 0 0 0 0 0 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 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 11 Floors a 22B 13.1 0.0 233 3050 0 62 80 00 11 144 0 19 249 0 Note: room b 19B 1.3 0.0 460 589 0 0 0 0 0 0 0 0 0 0 perimeter c 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 0 dsiisplted0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 26.6 8.6 355 94541 3039 91 2424 7791 18 4791 154 01 0 0 13 Subtotal loss=6+8. t11+12 37246 1184 856 Less external heating 0'•'••'•' 0••••»«0'••• Less transfer 0••••-- 0••••»••0•••• 14 Duct loss 10 3725 10° J8592 109r 118 10° 86 15 Total loss =13+14 40970 1302 942 16 Int. gains: People @ 300 5 1500 0 0 0 0 0 0 Appl. Q 1200 2 1800 0 0 1 600 0 0 17 Subtot RSH gain=7+8..+12+16 32337 6052 1065 256 Less external coding 0. 0 0 0 Less transfer 0 0 0 0 18 Dud gain 100A 3234 10 OA 605 100A 107 101 26 19 Total RSH gain=(17+18)•PLF 1.00 35571 1.00. 6657 1.00 1172 1.00 282 20 Air required (cfm) 0 1933 0 362 0 64 01 15 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. C wnghtsolFC RigMSuite ResidertW- 5.0.64 RSR26015 2002feb-28 13:29;06 E:1FH.Wrt torr12879%2879REVD.rsr page 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Job: 2879 MODEL REVISED 10-3-97 MANUAL J: rnn to. 1 Name of mom SITTING RM MASTER BATH MASTER BEORM MASTER HALL BATH 2 Length of exposed wall 10.0 ft 11.0 ft 13.0 ft 0.0 ft 3 Room dimensions 10.0 x 10.0 ft 10.0 x 11.0 ft 13.0 x 21.0 ft 6.0 x 5.0 ft 4 Ceiings Condit. Option 8.0 ft heat/0001 8.0 ft heat/cool 8.0 ft heat/000l 8.0 ft heat/000l TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg I Clg W) Htg Clg ft) Htg CIg ft') Htg I Clg ft2) Htg Clg 5 Gross a 14B 4.6 2.1 80 88 104 0 Exposed b 12C 2.9 1.9 0 0 0 0 walls and c 13C 3.2 1.2 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 e 0.0 0.0 0 0 0 0 f 0.0 0.0 0 0 0 0 6 Windows and a 1C 37.0 16 591 16 591 16 591 0 0 glass doors b 8C 37.0 0 0 0 0 0 0 0 0 Heating c 9C 38.7 0 0 0 0 0 0 0 0 e 0.0 0 0 0 0 0 0 0 0f0.0 0 0 0 0- 0 0'«' 0 0 7 Windows and North 27.6 0 0 0 0 0 0 0 0 glass doors NE/NW 51.4 0 0 0 0 0 0 0 0 Cooling ENV 0.0 0 0 0 0 0 0 0 0 SE/SW 54.3 16 758 16 758 16 758 0 0 South 0.0 0 0 0 0 0 0 0 0 Herz 0.0 0 0 0 0 0 0 0 0 8 Other doors a 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 c 0.0 0.0 0 0 0 01 0 0 0 0 0 0 0 0 Net a 14B 4.6 2.1 64 295 132 72 332 148 88 406 181 0 0 0 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 0 0 0 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 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 0 0 0 0 0 0 0 0 0 0 0 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 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0f0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22B 13.1 0.0 10 131 0 11 144 0 13 171 0 0 0 0Note: room b 19B 1.3 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 0Isdispl. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0forstaba0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 26.61 8.6 16 426 137 16 426 137 16 4261 137 0 0 0 13 Subtot3lless=6+8..+11+12 1444 1494 1594 0 Less external heating 0 0 0 0 Less transfer 0 0 0 014Dudless10"/ 144 10 149 10 159 106A 015Totalless = 13+14 1588 1643 17M 0 16 Int. gains: People Q 300 0 0 0 0 1 300 0 0Appl. ® 1200 0 0 0 0 0- 0 0- 017SubtotRSHgain=7+8..+12+16 1027 1044 1377 0ssLeexternal000ting0000Less transfer 0 0 0 0 18Ductgain1010310° 104 100A 138 106A 0 19TotalRSHgain=(17+18)•PLF 1.00 1130 1.00' 1148 1.00 1514 1.00' 0 1201Airrepaired (dm) 0 61 0 62 0 82 0 0 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. C wrngl-1tsoTrt RlghtSuite Residential'" 5.0.64 RSR26015 2002-Feb-28 13:29:06 ZakE:1FOesldfionont2879 M79REVD.rsr Page 2 RIGHT,J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 103-97 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 MANUAL J: !tn La. 1 Name of room FAMILY RM KITCHEN BEDRM 2 UP BATH RM 2 Length of exposed wall 36.0 ft 12.0 ft 28.0 ft 11.0 ft 3 Room dimensions 17.0 x 19.0 ft 12.0 x 17.0 ft 16.0 x 12.0 ft 11.0 x 13.0 ft 4 Ceilings Condit Option 8.0 ft heat/cool 8.0 ft heat/coot 8.0 111 heattcool 8heatt000l TYPE OF CS HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) In Load (8tuh) EXPOSURE NO. Htg Cig ft) Htg Clg ft) Htg Clg ftl Htg Clg Htg Clg 5 Gross a 148 4.6 2.1 288 96 0 Exposed b 12C 2.9 1.9 64 0""»••96 Walls and c 13C 3.2 1.2 0 0 128 88 partitions d 0.0 0.0 0 0 0 0 01 f0.0 0.0 0 0 0 0 6. Windows and a 1C 37.0 0 0 10 370 15 554 0 0 glass doors b 8C 37.0 53 1959 0 0 0 0 0 0 Heating c 9C 38.7 0 0 0 0 0 0 0 0 d 0.0 0 0 0 0 0 0- 0 1 e 0.0 0 0 0 0 0 0 0 0 7 Windows and North 27.6 0 0 0 0 0 0 0 0 assdoorsNE/NW 51.4 0 0 10 394 0 0 0 0 U001ing ENV 0.0 0 0 0'»' 0 0 0 0 0 SE/SW 54.3 53 2512 0 0 15 711 0 0 South 0.0 0 0 0 0 0 0 0 0 Horz 0.0 0 0 0 0 0 0 0 0 8 Other doors a 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 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 9 Net a 148 4.6 2.1 235 1083 484 86 396 177 0 0 0 0 0 0 exposedb12C2.9 1.9 64 184 124 0 0 0 81 233 157 0 0 0 wallsandc13C3.2 1.2 0 0 0 0 0 0 128 4W 150 88 277 103 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 f0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 323 548 719 204 346 454 192 326 427 143 243 318 b0.0 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 d0.0 0.00 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 f0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22B 13.1 0.0 36 472 0 12 157 0 0 0 0 0 0 0 Note: room b 19B 1.3 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 0 isdispl. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 forstaba0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 1 26. 6 8.6 53 1411 454 10 266 86 15 399 128 0 01 0 13 Subtotal loss-+8..+11+12 5658 1536 1916 520 Less external heating 0 p 0 0 Lesstransferpp0014Dudloss10°/ 566 10 154 10 192 10 52 15Totalloss = 13+14 6223 1689 2108 572 16 Int. gains: People Q 300 4 1200 0 0 0 0 0 0 Appl. Q 1200 0 0 1 1200 0 0 0 0 17SubtotRSHgain=7+8..+12+16 5493 2311 1574 421 Less external coding 0 p 0 0 Lesstransfer0p0018Dudgain1054910" 231 10 157 10 42 19TotalRSHgain=(17+18)•PLF 1.00 6043 1.00 2542 1.00 1731 1.00 . 463 20Airrequired (dm) 0 328 0 138 01 94 0 25 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr- r+ghtsOfC RigtttSuite Residerdialw 5.0.64 RSR26015 E: 1Fdesldd d n12879t2879REVD.rsr 2002-Feb-28 13:29:06 Page 3 1 RIGHT-J WORKSHEET Entire House0DELAIRHEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 103-97 109 COMMERCE STREET, LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 MANUAL J: 7th La. 1 Name of room ACTIVITY RM BEDRM 4 BEDRM 3 2 Length of exposed wall 59.0 It 15.0 It 28.0 ft 3 Room dimensions 25.5 x 20.0 It 15.0 x 10.0 ft 16.0 x 12.0 It 4 Ceiings Condit Option 8.0 It heat1cool 8.0 fl heattcool 8.0 ft heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Stuh) NO. Htg CIg ft) Htg Clg fl') Htg Ctg ft) Htg ClgHtgjAreaEXPOSUREClg 5 Gross a 14B 4.6 2.1 0'••• 0 pExposedb12C2.9 1.9 432 120 224.«. walls and c 13C 3.2 1.2 M 0 p partitions d 0.0 0.0 0 0 p e 0.0 0.0 0 0 0 f 0.0 0.0 0 0 0 6 Windows and a 1C 37.0 90 3326 15 554 15 554 glass doors b 8C 37.0 0 0 0 0 0 0 Heating c 9C 38.7 0 0 0 0 0 0 d0.0 0 0 0 0 0. 0 7 Windows and North 27.6 8 222 2 39 0 0 glass doors NE/NW 51.4 30 1872 0 0 0 0 Cooling E/W 0.0 0 0 0- 0 0 0 SE/SW 54.3 52 4006 13 621 15 711 South 0.0 0 0 0 0 0 0 Harz 0.0 0 0 0 0 0 0 8 Other doors a 11A 18.9 12.7 0 0 0 0 0 0 0 0 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 9 Net a 14B 4.6 2.1 0 0 0 0 0 0 0 0 0 exposed b 12C 2.9 1.9 342 985 665 105 302 204 209 602 406 walls and c 13C 3.2 1.2 40 126 47 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 510 865 1135 150 254 334 192 326 427 b 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 If 0.0 0.0 0 0 0 0 0 0 0 0 0 11 Floors a 22B 13.1 0.0 59 774 0 0 0 0 0 0 0 Note: room b 19B 1.3 0.0 460 589 0 0 0 0 0 0 0 perimeter c 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 is disPI. d 0.0 0.0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 12 Infiltration a 26.61 8.6 901 2397 7701 15 399 128 151 399 128 13 Subtotal losses+8. +11+12 9062 1511 1881 Less external heating 0 0 0 Less transfer 0 0 0 14 Dud loss 10 ° 906 100A 151 10OA 188 OA•••' 15 Total loss'=13+14 9968 1662 2070 16 Int gains: People Q 300 0 0 0 0 0 0 App . @ 1200 0 0 0 0 0 0 W Subtot RSH gain=7+8.+12+16 8718 1326 1673 Less external coding 0 0 0 Less transfer 0 0 0 18 Dud gain 10 GA 872 10 OA 133 10 167 19 Total RSH gain=(17+18)•PLF 1.00 9590 1.00 1459 1.00 1840 20 Air required (cfm) 0 521 0 79 0 100 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr7ghtsOftt fthlSuite Residen1lal'r 5.0.64 RSR26015 2002-Feb-28 13:29:06 E:1FIIesldrhorton1287912879REVD.rsr Page 4 oa ' . bath duct wf cap r bath duct to roof cap e/Ian r bath duct to of cap zul O N O Pon , 0 w w 42X42 A/C SLAB INBYBLDRMENCD 2' FROM WALL A/CPAD dryerucdt to noel COP Rating Must have a ninhum clearance 09 Indws around the alr handler per the State Enorpy code. All duct has an r=6 Yuulatbn value. w r- C3 ON m cl rl (U 2 pp IN O A CU 0:) A o r N co w > z dal - co < J 0 7 Q w mELJtna6 MiTeke February 25, 2003 MiTek Industries Inc. 14515 North Outer Forty Drive, Sub 300 Chesterfield, 0 63011 USA Fax (815) 3111188 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 : I4525257 thru I4525286. Total : 30 drawings. Job :DR2879AP Builder :D.R. HORTON Location :STANDARD MODEL 2879, ELEVATION A W/PORCH County :SEMINOLE '4- -r /o 2- 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 61 G15-31 Section 003 of the Florida Board of Professional Regulation. This package include: 4 L Junaidie Budiman, PE 1) 30 Truss drawing. 2) Truss Index. February 25, 2003 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 DR2879AP Trusses included=30 0,"\DR2879AP\atre" 14525257 1,"\DR2879AP\aIl.tre" 14525258 2,"\DR2879AP\a7.tre" 14525259 3,"\DR2879AP\a9,tre" 14525260 4,"\DR2879AP\agab.tre" 14525261 5,"\DR2879AP\b1 Are" 1 4525262 6,"\DR2879AP\bgab.tre" 14525263 7,"\DR2879AP\bgab2.tre" 14525264 8,"\DR2879AP\care" 14525265 9,"\DR2879AP\cgab.tre" 14525266 10,"\DR2879AP\dare" 14525267 11,"\DR2879AP\dgab.tre" 14525268 12,"\DR2879AP\dgab2,tre" 14525269 13,"\DR2879AP\e.tre" 14525270 14,"\DR2879AP\e1,tre" 14525271 15,"\DR2879AP\f19.tre" 14525272 16,"\DR2879AP\f22,tre" 14525273 17,"\DR2879AP\f22a.tre" 14525274 18,"\DR2879AP\f23.tre" 14525275 19,"\DR2879AP\fg,tre" 14525276 20,"\DR2879AP\ Are" 1 4525277 21,"\DR2879AP\k,tre" 14525278 22,"\DR2879AP\k1Are" 14525279 23,"\DR2879ANAre" 14525280 24,"\DR2879AP\11.tre" 14525281 25,"\DR2879AP\m,tre" 14525282 26,"\DR2879AP\ml.tre" 14525283 27,"\DR2879AP\p.tre" 14525284 28,"\DR2879AP\pgab,tre" 14525285 29,"\DR2879AP\s,tre" 14525286 Y k - No. 4.5161 yyk 0'. STATE OF 25, 2003 WARNING - veryk design paranseten and READ !VOTES ONTB7S AND REVERSE SIDE BEFORE USE. Despn volld for use only with MiTek connectors. This design is based only upon parameters shown, and is for an Individual buUding component to be Installed and loaded veitkapy. AppUcabMy of design parameters and proper Incorporation of component is responslbWty of building designer - not truss designer. Bracing shown is for lateral support of Indlvlduol web members only. Additional temporary bracing to Insure tlabWly during construction is the responslbUlty of the erector. Addltbnat permanent brbcing of the overall structure is the responslbUlty of the buBding designer. For general guidance regarding fobtiootion, quoUty control, storage, delivery, erection and bracing, consull OST-BB OuatBy Standard, DSB-BV Bracing Specification, and HIB-91 Hondling Instalilna and Bracing Recommendatlonovoliable from Truss Plate Institute. $83 D'Onotrb DrNe, Madison, Wl53719. IlII MiTek• Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachc? c3 other. O WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i ,; Q joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of U O a at joint locations. truss and vertical web. a 4. Unless otherwise noted, locate chord splices o at 1/4 panel length(+ 6" from adjacent joint.) ca C, BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design Is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MtTek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TOTHE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, 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, PANEL T~ erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018,019 HMRO,AZR ® c Job russ Truss Type ty y 14525257 DR2879AP ' A ROOF TRUSS 19 1 Job Reference to tionall sFebr e n ustries, nc. on Feb 24 09:25:53 2003 Page i -1-0.01 6.0.12 11.7-0 I 17.1.4 I 23-2-0 1-0.0 6-0.12 54" 5.6.4 6.0-12 Scale = 1:41.3 4x6 = 4 6.00 F,2 2x4 \\ 2x4 3 5 6 2 If [g 3x4 = 6 7 3x4 = 3x4 = 5x6 = 7-10-13 15.3-3 23-2-0 7-10.13 7-4-5 7-ID-13 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in (10C) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.48 Vert(LL) -0.07 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.47 ' Vert(TL) -0.18 7-8 >999 BCLL 0.0 Rep Stress Incr YES WB 0.25 Horz(TL) 0.04 6 n/a BCDL' 10.0 Code FBC2001 1 st LC LL Min I/defl = 480 Weight: 105 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-7-0 oc purlins. BOT CHORD 2 X 4 SYP No.213 SOT CHORD Rigid ceiling directly applied or 7-6-14 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size 6=1078/0-1-8, 2= 116910-4-0 Max Horz 2=167(load case 4) Max Uplift6=-48311oad case 51, 2=-561(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-1700, 34=-1475, 4-5=-1485, 5-6=-1713 BOT CHORD 2-8 =1507, 7-8 =1037, 6-7 =1525 WEBS 3-8 =-351, 4-8 = 529, 4-7 = 546, 5-7 =-367 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 483 lb uplift at joint 6 and 561 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert.N6634 A wARNINO - yerW design pa ramaters and READ NaMS ON THIS AND REVERSE SIDE BEFORE USE. ® Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of bullding designer - not buss designer. Bracing shown Is far lateral support of Individual web members only. Additional temporary bracing to insure dobWty during construction Is the tesponsWilty of the elector. Additional permanent br>Scing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control storage, delivery, erection and btacing, consuff CST-6E Quality Standard, DSB-80 Bracing Specification, and HIS-91 MiTek® Handling Installina and Broeing Recommendation available from Truss Rate Institute, 583 D'Onoblo Drive, Madison, WI5371 V. 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 Q O For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. I.- This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane i at joint locations. a 4. Unless otherwise noted, locate chord splices o at 114 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the 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. 4 4 The first dimension is the width to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design, Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is Installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, TM PANEL erection and installation of trusses, 1993 Mitek Holdings, Inc. CLIP FORM016.019 O -nttiL ® MYDQ01A17R o-6 I russ russ ' ty y 14525258 DR2879AP ' A11 ROOF TRUSS 1 1 Job Reference (o tionall sFebr e n ustrles, nc. on Feb 24 09:25:54 2003 Page 1-0-0i 5.9.4 11-0-0 12-2-0 17-4.12 i 23-2-0i 1-0.0 5-9.4 5.2-12 1-2-0 5.2-12 5-94 Scale = 1:45.9 4xe = 4xe = 4 5 8.00 52 3x4 i 3x4 3 8 7 2 1 jg 3xB = 11 10 9 8 3x8 = 2x4 II 3x4 = 5x8 = 2x4 II 5.94 11.0-0 12-2-017.4-12 1 23.2-0 5. 9.4 5.2-12 1-2-0 5.2-12 5.9.4 Plate Offsets LOADING ( psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.37 Vert(LL) 0.08 10-11 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.42 Vert(TL) -0.12 10-11 >999 BCLL 0.0 Rep Stress Incr YES WB 0.41 Horz(TL) 0.05 7 n/a BCDL' 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 480 Weight: 116 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-5-13 oc purlins. BOT CHORD 2 X 4 SYP No.20 BOT CHORD Rigid ceiling directly applied or 7-5-12 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS ( lb/size) 7 = 1071/0-4-0, 2=1167/0-4-0 Max Harz 2=161(load case 4) Max Uplift7=-4740oad case 51, 2=-557(load case 4) FORCES ( lb) - First Load Case Only TOP CHORD 1-2=34, 2-3=-1919, 3-4=-1341, 4-5=-1124, 5-6=-1342, 6-7=-1933 BOT CHORD 2-11 =1624, 10-11 =1624, 9-10 - 1124, 8-9 =1638, 7-8 =1638 WEBS 3-11 =132, 3-10=-579, 4-10=336, 5-9=340, 6-9=-595, 6-8=141 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially; MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.33 plate grip DOL= 1.33. 31 Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 474 lb uplift at joint 7 and 557 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic.N451 10 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert. J/6634 A WAPNMG - Tier{ fjf design pararneters and R&W NOrES GAY THIS AND JtEVMW fSma BLPGtl6 tuna. Design valid for use only with MITek connectors. This design Is based only upon parameters dawn, and Is tot an Individual building component to be Installed and boded veftlaally. Applicability of design parameters and proper Incorporation of component Is responslbmty of building designer - not truss designer. Bracing shown Is for lateral support of Individual web member only. Additional temporary bracing to Insure stablilty during construction Is the responslbBlfy 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, consull OST-88 Quality Standard, OSB-89 Bracing Specification, and NIB-91 MiTek® IlondlingInstallInaandBracingRecommendationavailablefromTrussPlateInstitute, 583 D'Onohb Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 1'/1. *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating formal refer to the MRek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE Numbering System J2 J3 J4 TOP CHORDS c2 c o WEBS J5 cc 0 0 cc O O 9' V U a ca cY u 00 BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 401 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 BEARING Indicates location of joints at which bearings (supports) occur. Uip WISC/DILHR 870040-N, 930013-N, 910080-N Mi! 0 MiTek® TM PANEL CLIP FORM018,019 HMRO,AIRO AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at I/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 tt. 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. as r Jcrb rus Truss Type ty y 14525259 DR2879AP • A7 ROOF TRUSS 1 1 Job Reference to tionall s e r e n ustrres, nc. on Feb 24 09:2b:bb 2003 Page 3-9.4 7.0-0 11-7-0 18.2-0 I 19.4-12 23-2-0I1i 1. 4 3-9-4 3.2-12 4-7-0 4-7-0 3.2-12 3-9-4 Scale = 1:41.0 5x8 = 3x8 II 5x8 = 4 5 8 8.00 12 2x4 2x4 i 3 7 d 8 2 1 3x8 = 11 10 9 3x8 = 30 = 5x8 = 3x4 = 7.0.0 11-7-0 16-2-0 23-2-0 7.0.0 4-7-0 4-7-0 7-0.0 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.80 VertILU 0.25 10 > 999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.92 Vert(TL) -0.28 10-11 >992 BCLL 0.0 Rep Stress Incr NO WB 0.34 Horz(TL) 0.11 8 n/a BCDL' 10.0 Code FBC2001 1st LC LL Min I/deft = 480 Weight: 121 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D 'Except' TOP CHORD Sheathed or 3-1-6 oc purlins. 4-6 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 3-9-2 oc bracing. BOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 8 = 2140/0-4-0, 2 = 2231 /0-4-0 Max Harz 2 = 135(load case 4) Max Uplift 8=-147211oad case 51, 2=-1568(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-4117, 3-4=-3944, 4-5=-4197, 5-6=-4197, 6-7=-3944, 7-8=-4117 BOT CHORD 2-11 =3630, 10-11 =3575, 9-10=3575, 8-9=3630 WEBS 3- 11 =-100, 4-11 =812, 4-10=784, 5-10=-767, 6-10=784, 6-9=812, 7-9=-100 NOTES 1) Unbalanced roof live loads have been considered for this design. 21 Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; 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 Iby others) of truss to bearing plate capable of withstanding 1472 lb uplift at joint 8 and 1568 lb uplift at joint 2. 5) Girder carries hip end with 7-0-0 end setback 6) Special hanger(s) or connection(s) required to support concentrated load(s) 603.21b down and 528.01b up at 16-2-0, and 603.21b down and 528.0Ib 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, 4-6=-154.2, 6-8=-74.0, 2-11=-20.0, 9-11 =-41.7, 8-9=-20.0 Concentrated Loads ( Ib) Vert: 11 =- 603.2 9=-603.2 Junaidie Budiman, Lic.#4516>1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert. r76634 VerW design parameters and READ NOTES ON TffiS AND REVERSE SME BEFORE USE. WARNING Designvalid lot use only with MRek 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 tesponslbi of building designer - not truss designer. Bracing crown is for lateral support of Individual web members only. Additional temporary brocing to Insure stability during construction is the tesponslblIlty of the erector. Additional permanent bracing of the overall structure is the responsm0lly of the building designer. For general guidance regarding fabrication, quality control. storage, delvery, erection and bracing, consu0 CST-88 Quality Standard, DSI.89 lacing Specification, and NIB-91 MiTek® Handling InstalllnaandlrocingRecommendationavolablefromTaubsPlateInstitute, 583 D•OnoeDrive, Madison, Wl53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/1 *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachc2Q other. O WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i , ; ; ¢ joint and embed fully. Avoid knots and wane plates r/e" from outside edge of v O a y at joint locations. truss and vertical web. a 4. Unless otherwise noted, locate chordsplices o at I/4 panel length(+ 6" from adjacent joint.) ceBOTTOM CHORDS Thissymbolindicatesthe5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MtTek/ Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/ DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARINGothersunlessshown, Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised In handling, PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018, 019 HYORO,AZR® Job rus Truss ype ty y 14525260 DR2879AP • A9 ROOF TRUSS 1 1 Job Reference (optional) s Feb 6 ZUUJ Mir ek industries, Inc. man Feb Z4 UU:25:57 2003 Page 4-9.4 9-0.0 14-2-0 I 18-4-12 23.2-0I 1.0.0 4-9.4 4-2-12 5.2-0 4-2.12 4-9.4 Scale = 1:41.1 4x8 = 4x8 = 4 5 6.00 F12 2x4 4Zt- 2x4 i 3 8 d 0 7 2 ITgC' 3x8 = 9 8 3x8 = 3x4 = 5x8 = 9-0-0 14-2-0 23-2-0 9-0-0 5.2-0 9-0-0 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.41 Vert(LL) -0.24 7-8 > 999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.51 Vert(TL) -0.38 7-8 > 723 BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(TL) 0.05 7 n/a BCDL' 10.0 Code FBC2001 Matrix) 1 st LC ILL Min I/defl - 480 Weight: 101 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-5-7 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7-5-13 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 7 = 1071 /0-4-0, 2 = 1 167/0-4-0 Max Horz 2 = 138(load case 4) Max Uplift 7=-453(load case 5), 2=-536(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=34, 2-3=-1880, 3-4=-1545, 4-5=-1328, 5-6=-1547, 6-7=-1893 BOT CHORD 2-9 =1621, 8-9 =1328, 7-8 =1637 WEBS 3-9=-341, 4-9=299, 5-8=310, 6-8=-360 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCOL=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 453 lb uplift at joint 7 and 536 Ib uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic.1/451 1 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert.#6634 A WARNIWO - Verify design parasneters and READ NOTES ON THIS AND REVERSE SIDE BEPoRE USE. Design volld for use only with III connectors. This design is based only upon parameters shown, and is for an Individual building component to be Installed and loaded verfaally. Applicability of design parameters and proper Inewporafan of component is iespons oMy of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional tam potory bracing to Insure stability duiing construction is the responsibility of the erector. Additional permanent bi1sclrg of the ovetall structure is the responsibillty of the building designer. For general guidance tegatding tobrlcation, quality control, storage, delivery, erection and txacing, consu8 CST-88 Quality Standard, DSB-80 Bracing Specification. and HIB-91 MiTek® Handling Installing and Bracing Recommendation available from Truss Pate Institute, 583 D'Onof to 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. T 0 O For 4 x 2 orientation, locate X plates 1/8" from outside edge of otrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MiTek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 JB J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40,10 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 BEARING Indicates location of joints at which bearings (supports) occur. FORM016.019 WISC/DILHR 870040-N, 930013-N, 910080-N WWI MMJWD-AIR AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane i at joint locations. as 4. Unless otherwise noted, locate chord splices o at I14 panel length(' 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 %at time of fabrication. 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, MillTM erection and installation of trusses. PANEL © 1993 Mitek Holdings, Inc. russ Truss Type ty y 14525261 DR2879AP • AGAB ROOF TRUSS 1 1 Job Reference to tional) sFebMiTek n ustries, nc. on Feb 24 09:25:5B 2003 Page 1-0-0 6-0-12 11-7-0 , 17-1-4 i 23.2-0 1-0-0 6-0-12 584 5S4 6.0-12 Smie = 1:41.3 4x6 = 4 6.00 F,2 3 5 6 2 Ig3x4 = 8 7 3x4 = 3x4 = 5x6 = 7- 10.13 15-3-3 23.2-0 7- 10-13 74-5 7-10.13 Plate Offsets LOADING ( psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.48 Vert(LL) -0.07 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.47 Vert(TL) -0.18 7-8 >999 BCLL 0.0 Rep Stress Incr YES WB 0.25 Horz(TL) 0.04 6 n/a BCDL' 10.0 Code FBC2001 1st LC LL Min I/defl = 480 Weight: 148 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-7-0 oc purlins. BOT CHORD 2 X 4 SYP No.20 BOT CHORD Rigid ceiling directly applied or 7-6-14 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS ( Ib/size) 6 = 1078/0-1-8, 2 = 1 169/0-4-0 Max Horz 2 = 167(load case 4) Max Uplift6=-483(load case 5), 2=-561(load case 4) FORCES ( lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-1700, 3-4=-1475, 4-5--1485, 5-6=-1713 BOT CHORD 2-8 =1507, 7-8 =1037, 6-7 =1525 WEBS 3-8 = -351, 4-8 = 529, 4-7 = 546, 5-7 = -367 NOTES 11 Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; 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. 51 Gable studs spaced at 2-0-0 oc. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 483 lb uplift at joint 6 and 561 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic.N451 1 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert./ l6634 A WARMNO - Veryk design parameters and READ NOTES ON TBIS AND REVERSE SmE BEFORE USE. Design valid for use only with MQek conneotas. this design Is based only upon parameters shown, and Is far an Individual building component to be Instatled and loaded vertically. Applicability of design parameters and proper Inc mporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Indlvlduol web members only. Additional temporary bioci g to Insure stability during construcilon Is the responsibility of the erector. Additional permanent brbcIng of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consul) GST-88 CuaMy Standard. 099-89 Broctng Specification, and NIB-91 MiTek® HandlingInstalilnaandBracingRecommendationavailablefromTrussPlateinstitute, 593 D'Onotrlo Drive, Madison, Wl53719. Symbols PLATE LOCATION AND ORIENTATION t 3/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 Q 0 For 4 x 2 orientation, locate X plates 1/8" from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. 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 TOTH E 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. Uip MiTeke fie® AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane o at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at 1/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. IIIIII 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 11MRO,A/R 1 ab Truss ype ty y 14525262 DR2879AP 81 MONO SCISSOR 25 1 Job Reference (optional) s Feb 6 2003 MiTekIndustries, Inc. Mon a age r 5.9-12 { 11-2-2 16-10-0— --- __—' 1-0-0 5-9-12 5-4-6 5.7-14 3x4= 5X8 w/wedge Scale: 1/4'=1' 6 I6.00 Fl2 2x4 II 4 Sx6 3 7 2x4 11 6 US 2 9 3.00 FIT 1 5x6 3x4 5.9-12 11-2-2 16-10-0 16-11-10 5.9.12 5df 5.7-14 0.1-10 Plate Offsets e , LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.48 Vert(LL) 0.11 9 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.39 Vert(TL) -0.14 8-9 >999 BCLL 0.0 Rep Stress Incr YES WB 0.65 Horz(TL) -0.03 5 n/a BCDL' 10.0 Code FBC2001 1st LC LL Min I/defl = 480 Weight: 89 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-3-6 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-8-8 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5-8 REACTIONS (lb/size) 5=873/0-3-8, 2=872/0-8-0 Max Harz 2 = 617(load case 4) Max Uplift 5=-577(load case 4), 2=-336(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=15, 2-3=-1924, 3-4=-1048, 4-5=-1048, 5-6=-23, 5-7=55 BOT CHORD 2-9 =1737, 8-9 = 1734, 7-8 =-0 WEBS 3-9 =109, 3-8 =-747, 4-8 =-399, 5-8 =1355 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; 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) 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. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 577 lb uplift at joint 5 and 336 lb uplift at joint 2. 4) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 5. 5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard Junaidie Budiman, Lic. #4 5 11 i 1 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert. #6634 A WARNING - VerW design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with Mffek connectors. This design Is based only upon parameters shown, and Is la an tndWuol buWtrq component to be Installed and loaded vertically. Applicability of design parameters and proper h=poratbn of component b responsRNOty of buShcng designer - not truss designer. Bracing shown b for lateral support of Individual web members only. Additional temporary bracing to Insure stability during condructbn Is the responsibility of the erector. Addlilonal permanent bracing of the overall structure Is the iesponslbOBy of the building designer. For general guidance regarding fabrication, quality conhol, storage, delivery, erection and bracing, consuB OST-88 OualOy Standard, DSO.69 Bracing Specification. and HIB-91 MiTek® Handling Installlna and Bracing Recommendation ovaSable from Truss Plate Institute, 583 D'Onohb Drive, Madison, Wi 53719. Symbols PLATE LOCATION AND ORIENTATION 1 4 *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 cc For 4 x 2 orientation, locate plates/B" from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWESTJOINT MRek/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® tea® AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at I/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. PANEL 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. FORM018,019 0 %IYDRO,IiI/R® Ob rus Truss Type ty y 14525263 DR2879AP • BGAB MONO SCISSOR 1 1 Job Reference (optional) s Feh Fi 717103 MiTakInd-MR, Inc. on a age 59.12 1 11-2-2 16.10-0 1-0.0 59.12 5-4.6 57-14 3x4= 5x8 wAvedge Scale: 1/4"=1' S 6.00 12 2x4 II 96 2x4 II 2x4 II 2x4 II 4 2x4 11 II Sx8 i II 2x4 11 3 7 II 2x4 11 2x4 11 2x4 11 2x4 II2x4118 a 3x8 2 g 2x4 11 3.00 F12 1 2x4 11 d Sxs = 30 5.9.12 11-2-2 16-10-0 18.11.10 5-9-12 5.4.6 57-14 0-1-10 Plate Offsets e , LOADING (psf) SPACING 2-0-0 CSI DEFLin (Ioc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.48 Vert(LL) 0.11 9 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.39 Vert(TL) -0.14 8-9 >999 BCLL 0.0 Rep Stress Incr YES WB 0.65 Horz(TL) -0.03 5 n/a BCDL' 10.0 Code FBC2001 1st LC LL Min I/defl = 480 Weight: 107lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-3-6 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-8-8 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5-8 OTHERS 2 X 4 SYP No.3 REACTIONS ( lb/size) 5=873/0-3-8, 2=872/0-8-0 Max Horz 2=617(load case 4) Max Uplift 5=-577(Ioad case 4, 2=-336(load case 4) FORCES ( Ib) - First Load Case Only TOP CHORD 1-2=15, 2-3=-1924, 3-4=-1048, 4-5=-1048, 5-6=-23, 5-7=55 BOT CHORD 2-9 - 1737, 8-9 = 1734, 7-8 =-0 WEBS 3-9=109, 3-8=-747, 4-8=-399, 5-8=1355 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; 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) 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" 31 Gable studs spaced at 2-0-0 oc. 4) 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 577 lb uplift at joint 5 and 336 lb uplift at joint 2. 6) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 5. 7) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 MiTek Industies, Inc. 14515 North Outer Forty Or Suite 300 Chesterfield, MO, 63017 Cert. r)6634 AWARMNO - VerW design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only wlth MiTek connectors. This design is based only upon parameters shown, and is for an tndWuol bultding component to be tnslalled and boded vertically. ApplicabBlty of design parameters and pope, tncorporatbn of component is iesponslblSty of bu0ding designer - not truss designer. Bracing shown is for lateral support of IndNldual web members only. Addltbnal temporary bracing to Insure slobmty during condiuctbn is the responsibinly of the erector. Addebnal permanent bracing of the overall structure is the responsiblilty, of the buBding designer. For general guidance regarding fobrbatbn, quanty control, storage, delivery, erection and bracing, consult OST-88 Ouoltly Standard, DSO.89 Bracing Spectficatlon, and NIB-91 MiTek® HandlingInstallingandBracingRecommendationovaBhornornTrussPlatetnstltute, 683 D'Onohb Drlve, Madison, WI63719. Symbols PLATE LOCATION AND ORIENTATION 1)/, * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. T 0 Q 0 For 4 x 2 orientation, locate plates 1/8" from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MRek/Gang-Nall Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FA RTH EST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40" continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. Mi! MiTeko AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at 1/4 panel length(' 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 1111 TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM016,019 fMR0,4/R jab truss russtype ty y 14525264 DR2879AP BGAB2 ROOF TRUSS 1 1 Job Reference toptional) s Feb 6 2003 Mir ek Industries, Inc. Mon veo 24 VU:2 :01 2003 Page i r1-0-0 5-10.6 11-2-8 1 16-10.0 1-0-0 5.10-8 5.4-0 5.7.8 2x4 11 Scale = 1:51.1 t1 2x4 II 2x4 II 10 6.00 F12 30 i 9 8 20 11 2x4 11 7 2 2x4 \X 2x4 II 21 2x4 11 6 5 Sx8 i 4 KI24 11 20 3 2 11 3 2x4 II I I 1 3x4 = 19 18 17 16 15 14 13 12 2x4 11 2x4 11 2x4 11 3x4 = 2x4 II 2x4 II 5x8 = 3x6 = 888 16.10-0 8.8$ 8.3-6 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.27 Vert(LL) 0.06 18-19 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.32 Vert(TL) -0.07 13-14 >999 BCLL 0.0 Rep Stress Incr NO WB 0.29 Horz(TL) 0.02 12 n/a BCDL' 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 480 Weight: 134 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-9-15 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7-4-11 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 11-12, 8-12 OTHERS 2 X 4 SYP No.3 JOINTS 1 Brace at Jt(s): 22, 23 REACTIONS (Ib/size) 12=764/0-1-8, 2=877/0-8-0 Max Horz 2=602(load case 4) Max Uplift 12 = -542(load case 4), 2=-351(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=35, 2-3=-1210, 3-4=-1136, 4-5=-1034, 5-6=-872, 6-7=-827, 7-8=-795, 8-9=-111, 9-10=-38, 10-11 =41, 11-12=-124 BOT CHORD 2-19=992, 18-19=990, 17-18=990, 16-17=990, 15-16=526, 14-15=526, 13-14=526, 12-13=526 WEBS 5-24=-383, 16-24=-417, 16-23=354, 22-23=424, 8-22=542, 8-21 =-736, 20-21 =-722, 12-20=-737, 10-20=-94, 13-20=-72, 9-21 =27, 14-21 =7, 15-22= 129, 7-23=-75, 6-24=6, 17-24=53, 4-18=90, 3-19 =-56 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCOL=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) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 12. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 542 lb uplift at joint 12 and 351 lb uplift at joint 2. 4) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 12. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert.#6634 A WARNING - VerW design and READ NOTES ON TMS AND REVERSE S[DE BEPORE USE. parameters Design valid lot use only with Mtfek connectors. This design is based only upon parameters shown, and is ton an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Ineorpaation of component is responsibility of building designer - not truss designer. Bracing shown is lot lateral support of Individual web members only. Additional tamporory bracing to Insure stability during construction is the tesponslbMIV of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding lobrlcation, quality control, storage, delivery, erection and bracing, consull CST-EE Quality Standard. 0811-89 Bracing Speetllealion, and HIS-91 Handling Installing and Bracing Recommendation ovalloble from Truss Ptate Institute, 583 D'Onohlo Drive, Madison, WI53719. MiTek® Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 134 *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. All TOP CHORDS 2. Cut members to bear tightly against eachczQ other. o WEBS J5 cc3. Place plates on each face of truss at each For 4 x 2 orientation, locate i - , ; Q joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of O a at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chords lacesP1/ 4at panel length(+ 6" from adjacent joint.) CA V u BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWESTJOINT 7. Camber is a non-structural consideration and MRek/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 10continuouslateralbracing. ICBO 1591, 1329, 4922 tt. 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 M iTek® engineer, 15. Care should be exercised In handling, TM PANEL erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018.019 AFMR0,A1R0 V - jab Iruss russtype ty y W1 PORCH 14525265 DR2879AP C ROOF TRUSS 1 1 Job Reference to tional) s e I e inn, nc. on Feb 24 09:26:02 2003 Page 52.4 9.10-0 i 14-5-12 19.8-0 i 20-8-0 1.0.0 52.4 4-7-12 4-7-12 5-2.4 1-0.0 Scale = 1:36.0 4x8 = 4 6.00 12 2x4 2x4 i 3 5 2 8 7 Ig 3x4 = 8 3x4 = 5x8 = 9-10-0 19-8-0 9.10-0 9-10-0 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.36 Vert(LL) -0.05 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.54 Vert(TL) -0.22 6-8 >999 BCLL 0.0 Rep Stress Incr YES WB 0.19 HorzlTL) 0.03 6 n/a BCDL' 10.0 Code FBC2001 1st LC ILL Min I/deft = 480 Weight: 88 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-4-2 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7-9-13 oc bracing. WEBS 2 X 4 SYP'No.3 REACTIONS (lb/size) 2 = 1000/0-4-0, 6 = 1000/0-4-0 Max Horz 2=137(load case 4) Max Uplift 2 = -486(load case 4), 6=-486(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-1360, 3-4--991, 4-5=-991, 5-6=-1360, 6-7=17 BOT CHORD 2-8 = 1204, 6-8 = 1204 WEBS 3-8 =-360, 4-8 = 531, 5-8 =-360 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; 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 486 lb uplift at joint 2 and 486 lb uplift at joint 6. LOAD CASEISI Standard Junaidie Budiman, Lic.N451 1 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, Mil, 63017 Cert. //6634 AIVARNINO - VerM design parameters; and READ NOTES ON THIS AND REVERSE SWE BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is tot 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. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsiblity of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, eiectlon and bracing, consul CST-a5 Quality Standard, OSB-89 Bracing Speclllcatbn, and HIB-91 MiTek® Handling Installlna bandBroclrqRecommendatlonavailablefromTrussPlateInstitute, 583 D'OnohDrive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 13114 *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. T 0 Q For 4 x 2 orientation, locate 0 plates 1/8" from outside edge of 0trussandverticalweb. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS it J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MRek/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 40,10 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. WWI 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 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. 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. JJb russ russ ype ty y 14525266 DR2879AP • CGAB ROOF TRUSS 1 1 Job Reference toptional) s Feb 6 2003 M, ek Industries, Inc. on a age 5.2-4 9-10-0 14-5.12 1 19.8-0 20-8-0I11 1 1.0.0 5.2.4 4-7-12 4-7-12 5.2-4 1-0-0 Scale = 1:3&0 4x8 = 4 2x4 11 2x4 11 6.00 F12 20 4' 2x4 2x4 11 3 5 2x4 II 2x4 11 II 11 2x4 II 0 0 2 11 x l l 6 1 7 Ig 2x4 11 2x4 II 2xa 11 2x4 11 8 2x4 11 2x4 II 2x4 II 2x4 11 3x4 = 3x4 = 5x8 = 9.10-0 19-" 9.10-0 9-10-0 Plate Offsets - , 125:0-0-0,0-0-01,126:0-0-0,0-0-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.40 Vert(LL) -0.05 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.60 Vert(TL) -0.22 6-8 >999 BCLL' 0.0 Rep Stress Incr NO WB 0.20 Horz(TL) 0.03 6 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/defl = 480 Weight: 111 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-2-13 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7-8-9 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 1005/0-4-0, 6=997/0-1-8 Max Horz 2 = 137(load case 4) Max Uplift2=-487(1oad case 4), 6=-482(1oad case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=17, 2-3=-1371, 3-4=-1002, 4-5=-1002, 5-6=-1383, 6-7=17 BOT CHORD 2-8 =1214, 6-8 =1230 WEBS 3-8 =-360, 4-8 = 540, 5-8 =-378 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.33 plate grip DOL=1.33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail" 4) Gable studs spaced at 2-0-0 oc. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 487 lb uplift at joint 2 and 482 lb uplift at joint 6. LOAD CASE(S) Standard Junaidie Budiman, Lic.1/451 10 MiTek Industies, Inc. 14515 North Outer Forty Or ve Suite 300 Chesterfield, MO, 63017 Cert. N6634 A WARMNO - VerM design paramsttn and R&W NOTES ONTffi8 AMD REYMM SmE BAMRE I =. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an IndMduol 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 far lateral support of Individual web members only. AddBbnal temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bt'octng of the overall structure is the responsibility of the building designer. For general guidance regarding fobrkotbn, qualify control storage, delivery, erection and bracing, consulf CST-88 Quality Standard, DSB-E9 Bracing Spectflaatlon, and HIS-91 MiTek® Handling Insfalllna and bracing Recommendatlonovallable from Truss Plate institute, 593 D'Onof to Drive, Madison, WI53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachuc other. Q WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o , ; ; ¢ joint and embed fully. Avoid knots and wane plates I/a" from outside edge of L) O a at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chords lacesPI/4at panel length(* 6" from adjacent joint.) cu C, u BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7. Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional M!Tek® engineer. 15. Care should be exercised In handling, PANEL TM erection and installation of trusses, 1993 Mitek Holdings, Inc. CLIP FORM016,019 GANG -NAIL #"ROAW® f. Jdb russ russ ype ty y V. 14525267 DR2879AP • D SCISSORS 1 1 Job Reference toptional) s Feb 6 2003 Mi ek Industries, Inc. on a age 3.10-11 , 7-4-0 10-9-5 F 14-3-0 1-0-0 3-10.11 355 355 35.11 Scale = 1:28.1 4x6 = 4 6.00 12 2x4 = 20 = 53 7 5x8 = qq6 °P 2 3.00 F12 3x4 5x6 ZZ 3x8 7-4-0 14-3-0 i 7-4-0 6-11-0 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) 1/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.69 Vert(LL) -0.07 7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.55 Vert(TL) -0.17 6-7 >999 BCLL 0.0 Rep Stress Incr NO WB 0.26 Horz(TL) 0.08 6 n/a BCDL' 10.0 Code FBC2001 1st LC LL Min I/defl = 480 Weight: 64 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.213 TOP CHORD Sheathed or 5-0-4 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7-4-3 oc bracing. WEBS 2 X 4 SYP No.3 WEDGE Right: 2 X 4 SYP No.3 REACTIONS (lb/size) 6 = 658/0-8-0, 2 = 761 /0-8-0 Max Horz 2 = 1 15(load case 4) Max Uplift 6=-293(load case 5), 2=-383(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=15, 2-3=-1606, 3-4=-1265, 4-5=-1265, 5-6=-1606 BOT CHORD 2-7 = 1427, 6-7 =1427 WEBS 4-7=853, 3-7=-253, 5-7=-253 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Bearing at joint(s) 6, 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 293 Ib uplift at joint 6 and 383 lb uplift at joint 2. 5) Beveled plate or shim required to provide full bearing surface with truss chord atjoint(s) 6. LOAD CASE(S) Standard Junaidie Budiman. Lic./1451 MiTek Industies, Inc. 14515 North Outer Forty Dr Suite 300 Chesterfield, MO, 63017 Cert.p6634 A WARNING - Veryk design pmmnsetem and R&W NOTES ON TMS AND REVERSE SME BLPORE USE. Design valid for use only with MRek connectors. This design is based only upon parameters shown, and is far an Individual building component to be installed and loaded vertloalty. Applicability of design parameters and proper Incorporation of component is responslbl0fy of building designer - not truss designer. Bracing shown is far lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responslblilly of the erects. AddlIlonol permanent brbctng of the overall structure is the responslblBty, of the building designer. For general guidance regarding fobrloatlon, quality control, storage, delivery, erection and bracing, consu8 OST-BB Quality Standard, 038.89 Bracing Specification, and NIB-91 MiTek® Handling Installing bandBracingRecommendationovallabfrom Truss Plate Institute. 583 D'Ononlo Drive, Madison, WI53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t'i. * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. yes J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachcza other. O 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 I/a" from outside edge of o a y at joint locations. truss and vertical web. a o 4, Unless otherwise noted, locate chords lacesPatI/4 length(+ 6" frompanel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MRek/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, 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 engineer. MiTek® 15. Care should be exercised In handling, PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018,O1V JWMRO,AIR0 Job rus Truss Type ty y 14525268 DR2879AP • DGAB ROOF TRUSS 1 1 Job Reference to liana" sFebi e n ustrtes, nc. on Feb 24 09:26:05 2003 Page t-0-0 7-4-0 14-8-0 1.0.0 7.4-0 7-4-0 Scale = 1:26.9 Ulf = 3 2x4 II 2x4 II 6.00 F12 2x4 11 2x4 11 4 2 H HlaLJ 2x4 11 2x4 11 5 2x4 11 2x4 11 30 = 2x4 II 3x4 = 7-4-0 14-8-0 7-4-0 7-4-0 Plate offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) 1/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.81 Vert(LL) -0.02 5 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.32 Vert(TL) -0.07 4-5 >999 BCLL 0.0 Rep Stress Incr NO WB 0.04 Horz(TL) 0.01 4 n/a BCDL' 10.0 Code FBC2001 1st LC LL Min I/defl = 480 Weight: 65 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-10-1 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) 4=671/0-1-8, 2=774/0-8-0 Max Horz 2 =1 19(load case 4) Max Uplift4 = -301 (load case 5), 2=-388(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=17, 2-3=-731, 3-4=-725 BOT CHORD 2-5 = 646, 4-5 = 646 WEBS 3-5 =143 NOTES 11 Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail" 4) Gable studs spaced at 2-0-0 oc. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 301 lb uplift at joint 4 and 388 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert.#6634 WARNINO - VerW design parameters and READ NOTES ON THIS AND REVERSE SIDE BEPORE USE. Design valid lot use only with MiTek connectors. This design is based only upon patameten shown, and is tot an individual building component to be Installed and loaded vertically. Applicability of design patameten and ptopef ttcorpaatlon of component is iesponsiblitty of building designer - not truss designer. Bracing shown is fa lotetal support of Individual web members only. Additional temporary bracing to Insure stability during construction is the tesponslbWty of the etectot. Addfilonal permanent bracing of the overall structure is the tesponsibltlty of the building designer. For genetal guidance regarding fobrloatlon, quality control, storage, delivery, erection and brocing, consult OST-88 Quality Standard, 01111.89 Ilrocing Specification, and NIB-91 MiTek® ete Institute, 583 D'Onohlo Ddve, Madison, WI53719. Handling Installing and Irocing Recommendation avollable from Plat Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/1. *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1, Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each other. 0 J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i - ,; a ccZC? joint and embed fully. Avoid knots and wane plates I/e" from outside edge of 3 o_ 0L ° at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chordsplices I/a atpanel length(+ 6" from adjacent joint.) uBOTTOM CHORDS Thissymbolindicatesthe5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/ Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling Is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING othersunlessshown. 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, PI PANEL TM erection and installation of trusses, 1993 Mitek Holdings, Inc. CLIP FORM016, 019 HYDRO -MR ® I Job rus truss type ty y 14525269 DR2879AP • DGAB2 MONO VAULT 1 1 Job Reference toptional) s Feb 6 2003 Mi ek Industries, Inc. Mon a age 1 1aa6 1.0.0 ta-B-o 2x4 11 Scale = 1:44.5 6.00 12 20 ll 4 20 11 Sx6 i 2x4 11 20 11 3 2xa II II I I 6 2x4 II 1 2 2xa 11 2xa 118 2x4 I I 2x 3x4 5 3.00 Fl2 3x4 ZZ 7.6-0 i 14-8-0 i 7-8-0 7-2-0 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.87 Vert(LL) 0.09 6 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.40 Vert(TL) -0.18 2-6 >960 BCLL 0.0 Rep Stress Incr YES WB 0.60 Horz(TL) 0.08 5 n/a BCDL' 10.0 Code FBC2001 1st LC LL Min I/defl = 480 Weight: 95lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-4-13 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-9-6 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-5, 3-5 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=763/0-1-8, 5=680/0-1-8 Max Harz 2=528(load case 4) Max Uplift 2 = -2980oad case 4), 5=-485(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=12, 2-3=-1326, 3-4=-0, 4-5=-257 BOT CHORD 2-6 =1208, 5-6 =1 180 WEBS 3-6=724, 3-5=-1311 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; 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) 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" 3) Gable studs spaced at 2-0-0 oc. 4) Bearing at joint(s) 2, 5 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 5. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 298 lb uplift at joint 2 and 485 lb uplift at joint 5. 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 5. LOAD CASE(S) Standard Junaidie Budiman, Lic./1451 MiTek Industies, Inc. 14515 North Outer Forty Dr Suite 300 Chesterfield, MO, 63017 Cert.A6634 A&WARNINO - Ver(& design parameters and READ NOTES ON TB7S AND REVERSE SIDE BEFORE USE. 0 Design valid for use only with Mffek connectors. This design is based only upon paiamefea drown, and is for an IndMdual building component to be Installed and located vertIcROy. App6cobtify of design parameters and proper Incorpaatlon of component is iesponsibmty of building designer - not buss designer. Bracing shown is tot lateral support of individual web members only. AddBbnal tempaary brocing to Insure stability during construction is the tesponslblllfy of the erector. Additional permanent btacing of the overall structure is the iesponslbRlty of the building designer. For general guidance iegarding tobrlcation, quoufy control, stotage, deBvery, erection and bracing, consuff QST-88 Quality Standard, OSB-89 $racing Specification. and HIS-91 MiTek® Handling Inrm tallinaandBracingRecommendationovallablefroTrussMate Institute, 583 D'Orrof to Drive, Madison, WI5371 V. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/1. *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. A'" J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each other. WEBS JS 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o ; ; Q joint and embed fully. Avoid knots and wane plates/a" from outside edge of 0 a u at joint locations. truss and vertical web. a 0 4. Unless otherwise noted, locate chordsplices at 1/4 length(' 6" from uC, panel adjacent joint.) BOTTOM CHORDS Thissymbolindicatesthe5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MiTek/ Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/ DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with . which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, PANEL T~ erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018. 019- Nioav,Aia.® Job rus Truss Iype ty y 14525270 DR2879AP • E ROOF TRUSS 1 1 Job Reference toptional) s Feb 6 2003 MiTekIndustries, Inc. on a age 1-0-0 4-2.0 1 8-" 9-4-0I 1.0.0 4-2-0 4-2-0 1-0-0 Scale = 1:17.4 4x6 = 3 6.00 12 4 2 Li 5 Ig 6 2x4 11 2x4 = 2x4 = 4-2.0 8-4-0 4-2-0 4-2-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) 1/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.18 Vert(LL) -0.00 6 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.10 Vert(TL) -0.01 6 >999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(TL) 0.00 4 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/defl = 480 Weight: 33 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=464/1-4-0, 4=464/1-4-0 Max Harz 2=-73(load case 5) Max Uplift2 = -250(load case 4), 4=-250(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=17, 2-3=-372, 3-4=-372, 4-5=17 BOT CHORD 2-6 = 326, 4-6 = 326 WEBS 3-6=77 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; 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 250 lb uplift at joint 2 and 250 lb uplift at joint 4. LOAD CASEIS) Standard Junaidie Budiman, Lic. #4 511 i 1 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert. /f 6634 A WARMNG - VerW design pascsneters and R&w NGTEB ON TBTS AND REVERB6 SIDE Bamm U86. dD Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an Individual bu6ding component to be Installed and loaded verilaaiiy. Applicability of design parameters and proper Incorporation of component is responsiblSty of buDdIng designer - not truss designer. Bracing shown is fa lateral support of Individual web members only. Addtional temporary bfacing to Insure stability during construction is the responsibility of the erector. Additional permanent braetng of the overall structure k the responslbOy of the building designer. For general guidance regarding tobrloallon, quality control, storage, delivery, erection and broctng, consu" CST-„ Quality Standard, OSS-89 8rac4q Specification, and HIB-91 Handling Installing and orating Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1'i. * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply l . Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. All TOP CHORDS 2. Cut members to bear tightly against eachc2c3 other. o WEBS JS Q 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 O a at joint locations. truss and vertical web. a 4. Unless otherwise noted, locate chords lacesP o at 114 panel length(+ 6" from adjacent joint.) C, u BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 %at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWESTJOINT 7, Camber is a non-structural consideration and MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, 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, T~ PANEL erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018.010 0 t ® HYDRO-AIRO Job Truss Truss Type Oty Ply 2879 A ELEV. W/ PORCH 14525271 DR2879AP E1 ROOF TRUSS 1 1 o tionat AGCUSPAN-TH, LONGWOOD, FL 5.000 s Dec 17 2002 MiTek Industries, Inc. Tue Feb 25 12:48:55 2003 Page 1 1-0-0 1 4-2-0 I 7-0-0 1-0-0 4-2-0 2-10-0 44 = Scab-1:18.4 3 6.00 Fl2 4 2 Ll 20 = 5A = 012 11bA11 B 5 4-2-0 7-0-0 7-3-8 4-2-0 2.10.0 0-3-8 Plate Offsets MY): 4:032 0-0-10 LOADING (psf) SPACING 2-" CSI DEFL in (loc) Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.22 Vert(LL) -0.00 6 >999 M1120 2491190 TCDL. 7.0 Lumber Increase 1.33 BC 0.09 Vert(fL) -0.03 1 >396 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 4 Na BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Vdefl = 480 Weight: 33 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purtins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. WEBS 2 X 4 SYP No.3 SLIDER Right 2 X 8 SYP No.2ND 1-9-8 REACTIONS (lb/size) 4=319/03-8, 2=416/0-1-8 Max Horz 2=84(load case 4) Max Uplift4=-134(load case 5). 2=-230(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=33, 23=368, 3-4=375 BOT CHORD 2-6=260, 5.6=260, 45=260 WEBS 3.6=84 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120ni h=25ft; TCDL=4.2psf; BCDL=5.Opsf, occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 134 lb uplift at joint 4 and 230 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic. #4 5 16 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert. #6634 A WARNING - Veri design parameters and READ NOTES ON TMS AND RE VERSE SIDE BEFORE USE. Design void tot use only wnh MRek connectors. This design b based only upon parameters shown, and b foil an individual building component to be Installed and loaded vertlecii Applicabilityof design parameters and proper trscapotatlon of component b responslblBty of building designer - not puss designer. Btocing shown Is lot Wolof support of IndNldual web members only. Additional temporary bracing to Insure stati during construction b the tesponslbWty of the erects. Additional permanent brbclnq of the ovetal shuctute b the tesponsibllty of the building designet. For general guidance regarding fabrloation, qually control, storage, delivery. erection and bracing, consul 0117-8E Oualdy Standard, 039-89 Bracing Spect8cation, and HIB-91 MiTek® Handling tnstalllna and Bracing Recommendationavailable from Truss Plate institute, 593 D'Onohlo olive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION t i. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. T 0 0 For 4 x 2 orientation, locate czi 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 0 cc U a 0 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MfTek/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 40 O 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® PANEL T~ CLIP FORM016.019 fMRO-AFR General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling Is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised In handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job I russ I russ I ype ty DR2879AP - FG ROOF TRUSS 1 2 14525276 Job Reference (optional) s e r e n ustrres, nc. on a age 3-9-7 7-3.6 10-9-5 12-9.6 16.5.7 205-0 3-9.7 3515 3515 2-0-1 3A-1 3-11.9 Scale = 1:34.1 2x4 II 7x8 = 7x8 = 6x6 = 6x6 = 8x8 = 4x6 = 1 2 3 4 5 8 7 13 12 1 9 8 3x6 = 30 = 4x6 = 7x8 = 5x6 = 3x4 = 20 II 3-9-7 r 7-3.6 10.9-0 1#5 12-9.0 12#6 1657 2050 i 3-9-7 3515 3510 0-05 1-11-11 0-0-6 35-1 3-11-9 Plate Offsets LOADING (psf) TCLL 30.0 SPACING 2-0-0 Plates Increase 1.33 CSI TC 0.65 DEFL in (loc) I/defl Vert(LL) 0.05 13 >999 PLATES GRIP M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.33 Vert(TL) -0.06 13 >999 BCLL 0.0 Rep Stress Incr NO WB 0.91 Horz(TL) 0.02 8 n/a BCDL• 10.0 Code FBC2001 1st LC LL Min I/defl = 480 Weight: 278 Ib LUMBER BRACING TOP CHORD 2 X 6 SYP No.2ND TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SYP No.3 'Except' 1-14 2 X 6 SYP No.2ND, 7-8 2 X 6 SYP No.2ND REACTIONS (lb/size) 14=4388/0-3-0, 8=2999/0-3-0, 10=3841/0-3-0, 11=6986/0-3-8 (input: 0-3-0) Max Horz 14=-151(load case 2) Max Uplift 14 =-2786(load case 2), 8=-1893(load case 2), 10=-2415(load case 2), 11 =-4427(load case 3) FORCES (Ib) - First Load Case Only TOP CHORD 1-14=-1588, 1-2=0, 2-3=-3747, 3-4=-3144, 4-5=1705, 5-6=1069, 6-7=-1843, 7-8=-2962 BOT CHORD 13-14=3747, 12-13=3144, 11-12=-1705, 10-11=-1069, 9-10=1843, 8-9=0 WEBS 2-14=-4657, 2-13=-382, 3-13=754, 3-12=-3572, 4-12=6065, 4-11 =-6098, 5-11=-1048, 5-10=-1701, 6-10=-3580, 6-9=-1222, 7-9=2253 NOTES 1) 2-ply truss to be connected together with 10d Common(.148"x3") Nails as follows: Top chords connected as follows: 2 X 6 - 2 rows at 0-7-0 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) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category lit; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL= 1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) WARNING: Required bearing size at joint(s) 11 greater than input bearing size. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2786 lb uplift at joint 14, 1893 lb uplift at joint 8, 2415 lb uplift at joint 10 and 4427 lb uplift at joint 11. 6 Girder carries tie-in span(s): 23-2-0 from 0-0-0 to 20-5-0; 17-0-0 from 0-0-0 to 20-5-0 LOAD CASE(S) Standard 1) Regular: Lumber Increase = 1.33, Plate Increase = 1.33 Uniform Loads (plf) Vert: 1-7=-892.6, 8-14--20.0 Junaidie Budiman, Lic.t/451 1 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert. #6634 AIVARNINO - VertW design panametem and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 0 Design valid for use only with Mlfek eonnectas. This design b based only upon parameters shown, and b for an Indh4dual building component to be tnstoled and loaded vertically. Applicability of design parameters and proper Incotpotatlon of component Is responslblIty of bulldklg designer - not hun deslgnet. Bracing shown Is for lateral support of Individual web members only. Additional temporary brochp to Insure dabmty during eons urctlon Is the tesponslbmty of the erector. Additional permanent b4ming of the overall structure If the responsfbilty of the building design. rot genetol guidance tegotdUg labrlcallon, quality conbt, storage, delivery, erection and bracing, cotnull CST -ill Quality Standard, DSI-„ Iracfng Specfflaafkx% and HIS-91 Handling InstaBlna and Iroclng Recommendation avollam tr bleIsomf fe Insiltute, 593 D'Onohlo Drive, Modbon, WI63719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1'/. *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply l . 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 eachua other. o WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i ;, ,; ; Q joint and embed fully. Avoid knots and wane plates/a" from outside edge of o d at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chordlI P at /4 length(+ 6" frompanel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7, Camber is a non-structural consideration and MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibilityPtY of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA rCB 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 MiTek® engineer. 15. Care should be exercised in handling, TM PANEL erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM016,019 fMR0,AFR0 Jeb russ russ ype ty y W/ PORCH 14525277 DR2879AP• J ROOF TRUSS 6 1 Job Reference to tional) TIM 5 3 MiTekIndustries, nc. onFebage i 1-0-0 7.0-0 3 Scale = 1:20.5 6.00F12 2 1 4 20 = 7-0-0 7-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL .30.0 Plates Increase 1.33 TC 0.67 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.17 Vert(TL) -0.25 1 > 58 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 = 480 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 = 242/Mechanical, 2=418/0-4-0, 4 = 68/Mechanical Max Horz 2=248(load case 5) Max Uplift 3 = -260(load case 5), 2=-137(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=34, 2-3=88 BOT CHORD 2-4=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; 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 260 lb uplift at joint 3 and 137 lb uplift at joint 2. LOAD CASEIS) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Or ve Suite 300 Chesterfield, MO, 63017 Cert. /16634 verjV design parameters and R&w NOTES ON TEW AND REVERSE BIDE BEPORE USE. wARNINO Design valid for use only with Mffek connectors. this design Is based only upon parameten shown, and Is for on IndMduol building component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component Is iesponslbl0ty of building designer - not truss designer. Bracing shown Is for btetal support of Individual web members only. Additional temporary bracing to Insure dob[My duiing construction Is the responsibility of the erector. Additional permanent brbeing of the overall structure Is the iesponslblilfy of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and btacing, consult OST-BB OualBy Standard, DSB-B9 Bracing Specification, and HIS-91 MiTek® Handling Installing and Bracing Recommendation available ftom Truss Plate Institute, 593 D'Onoeb Drlve, 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 theplatestobothsidesoftrussandIbuildingdesigner, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachc2c3 other, WEBS J5 a:3. Place plates on each face of truss at each 4 x 2 orientationFor locate o , ; Q joint and embed fully. Avoid knots and wane plates 1 /e" from outside edge of O a at joint locations. truss and vertical web. a 4, Unless otherwise noted, locate chords lacesP o at /4 panel length(+ 6" from adjacent joint.) u 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 MRek/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, 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, TM erection and installation of trusses, PANEL 1993 Mitek Holdings, Inc. CLIP FORM018,010 HMRO,AFR® Job Truss russ Type ty y 14525278 DR2879AP• K ROOF TRUSS 3 1 Job Reference (optional) s Feb 6 ZOUJ Milekn ustries, nc. Mon Feb Z4 U!3:26:15 2003-?-a—ge-T- 5-0-0 1.0.0 5.0.0 3 Scale: 314'=1' 6.00 F12 2 1 4 2x4 = 5.0-0 5-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (Ioc) I/defl PLATES GRIP TCLL .30.0 Plates Increase 1.33 TC 0.33 Vert(LL) n/a - n/a MI120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.09 Vert(TL) -0.09 1 > 171 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 1/defl = 480 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.20 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3 = 165/Mechanical, 2 = 327/0-4-0, 4 = 48/Mechanical Max Horz 2=180(Ioad case 5) Max Uplift3=-183(load case 5), 2=-125(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=34, 2-3=60 BOT CHORD 2-4=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h-25ft; 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 183 lb uplift at joint 3 and 125 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic.t/451 1 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert.#6634 AWARNDYO - Verb design pwwrietere and READ MOTES ON TWS 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 stabltlty during construction is the responsibility of the erector. Additional permanent brbcing of the overa8 structure is the responslbBlity of the building designer. For general guidance regarding fobrloatlon, qualify control, storage, delivery, erection and bracing, consull CST-88 Quality Standard, DSS-89 iractrp Specification, and HIS-91 MiTek® Handling Installing and Bracing Recommendatlon available from Truss Plate institute, $ea D'Onohlo 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 a4*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-Nall 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 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. MiTeke I M.Z6-L,(3k FORM018,019 -euAiL 0 HMRO,AZR® AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at I/4 panel length(' 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication, PANEL 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. DR2879AP• 11<1 ROOF TRUSS Job Reference 14525279 2x4 = Scale = 1:1 LOADING (psf) SPACING 2-0-0 CST DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.34 Vert(LL) n/a n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.09 Vert(TL) -0.03 1-3 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/defl = 480 Weight: 16 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1 =224/0-4-0, 2 = 1 77/Mechanical, 3 = 48/Mechanical Max Harz 1 = 169fload case 5) Max Uplift =-73(load case 5), 2=-185(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=66 BOT CHORD 1-3=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; 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 73 lb uplift at joint 1 and 185 lb uplift at joint 2. LOAD CASEIS) Standard Junaidie Budiman, Lic.t/451 1 MiTek Industies, Inc. 14515 North Outer Forty Dr 1 Suite 300 Chesterfield, MO, 63017 Cert. /16634 A WARNINTO - V,,M design pwmmset. and READ NOTES ON TMS AND REVERSE SIDE SEPORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an IndlMuol building component to be Installed and loaded vertically. AppflcabVy of design parameters and proper Incorporatlon of component is iesponsiblifty of building designer - not truss designer. Bracing shown is fof lateral support of Individual web members only. Additional temporary bracing to Insure stablity during construction is the responslblllty of the erector. Additional permanent bracing of the overall structure is the iesponslbBlty of the building designer. For general guidance regarding fobrloatlon, quality control, staage, delivery, election and bracing, consul) QST-fda Quality Standard, DSB-89 Bracing Specification, and NIB-91 MiTek® Handling Installing and Bracing Bm ecamendatlonavailable horn Truss Plate Institute, Sea D'Ononlo Drive, Madison, WI53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 4 re,t'i4 *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.. All TOP CHORDS 2, Cut members to bear tightly against eachuc other. 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/a" from outside edge of o a ' V at joint locations. truss and vertical web. 4. Unless otherwise noted, locate chordsplices o at'/4 panel length 6 from adjacent oint. BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in A J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 1, Camber is a non-structural consideration and MRek/Gang-Nall Jolnt/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9, Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, 4e unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur, stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised In handling, PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018,019 HMRO,AZR ® 9 russ russ ype ty y 14525280 DR2879AP' L ROOF TRUSS 3 1 Job Reference to ti0 all s e I e n ustnes, nc. on Feb 24 09:26:17 2003 Page 1-0-0 3-0-0 1-0.0 3-0-0 Scale = 1:10.3 6.00Fl2 2 1 4 3.0.0 3-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFLin (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.10 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 = 480 Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS ( lb/size) 3 = 82/Mechanical, 2 = 242/0-4-0, 4 = 28/Mechanical Max Horz 2 = 1 13(load case 5) Max Uplift3 = - 1 05(load case 5), 2=-119(1oad case 4) FORCES ( Ib) - First Load Case Only TOP CHORD 1-2=34, 2-3=30 BOT CHORD 2-4=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; 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 105 lb uplift at joint 3 and 119 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic. #4 5 11 i 1 MiTek Industies, Inc. 14515 North Outer Forty Or ve Suite 300 Chesterfield, MO, 63017 Cert. A6634 AWARNINO - Verj& design pamie eters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. ® Design valid for use only with Mrek connectors. This design is based only upon parameters shown, and is lot 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. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control. storage, delivery, erection and bracing, consult QST-EE Quality Standard, DSI.89 Bracing Speclflcatlan, and NIB-91 Handling Installing and Bracing Recommendation ovaBable from Truss Plate Institute, 583 D'Onohb Drive, Madison, WI $371 V. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 44 PSI1'/. * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply plates to both sides of truss and l . Provide copies of this truss design to the securely seat. building designer, erection supervisor, property J2 J3 J4 TOP CHORDS owner and all other interested parties.. 73- 2. Cut members to bear tightly against each other. Q WEBS JS 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i v 6 , Q 0 joint and embed fully. Avoid knots and wane at joint locations. plates /a" from outside edge of CL V truss and vertical web. 0 a o 4. Unless otherwise noted, locate chordsplices at 1/4 length(+ 6" from cuC? C 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 AT THE LOWESTJOINT MRek/ 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 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. Mi! MiTeko O 1111 TM PANEL CLIP FORM018, 019 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling Is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised In handling, erection and installation of trusses, 1993 Mitek Holdings, Inc. 1 .. L. .,I Job rus Truss Type ty y 14525281 DR2879AP' L1 ROOF TRUSS 1 1 Job Reference to tionall s e r e n ustrres, nc. on Feb z4 09:26:18 2003 age 3-0-0 3-0-0 Scale = 1:10.3 8.00 F,2 1 3 3-0-0-0 1 3-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TIC 0.11 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) -0.00 1-3 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/defl = 480 Weight: 10 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-0 oc purtins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1 = 130/0-4-0, 2 = 103/Mechanical, 3 = 28/Mechanical Max Horz 1 = 102(load case 5) Max Uplift =-40(load case 5), 2=-110(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=39 BOT CHORD 1-3=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; 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 beating plate capable of withstanding 40 lb uplift at joint 1 and 110 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic.1/451 1 MiTek Industies, Inc. 14515 North Outer Forty Or ve Suite 300 Chesterfield, MO, 63017 Cert.A6634 Ves-W design panansetem and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. WARNING Design valid lot use only with Mliek connectors. Thb 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 &labWty during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsiblilty of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST•88 Ouattly Standard, DSB•159 Bracing Specification, and HIB•91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 683 D'Onofrlo Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 1'/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. T 0 0 For 4 x 2 orientation, locate plates I/8" from outside edge of 0trussandverticalweb. 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-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 4e continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTeke AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, TM erection and installation of trusses. PANEL © 1993 Mitek Holdings, Inc. CLIP FORM018,019 o russ russ type ty y PORCH 14525282 DR2879AP ' M ROOF TRUSS 3 1 Job Reference (o tional) sFebI e Industries, nc. on Feb 24 U9:26:18 2003 Page 3 1.0-0 1.0.0 Scale = 1:5.9 6.00 12 2 4 1-0-0 2x4 = 1.0.0 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL *30.0 Plates Increase 1.33 TC 0.07 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(TL) 0.01 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 480 Weight: 5 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.213 TOP CHORD Sheathed or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3 = - 11 /Mechanical, 2=173/0-4-0, 4=10/Mechanical Max Horz 2=60(load case 4) Max Uplift 3=-2711oad case 5, 2=-127(load case 4) Max Grav 3 = 26(load case 4), 2=173(load case 1), 4=10(load case 1) FORCES Ilb) - First Load Case Only TOP CHORD 1-2=33, 2-3=-40 BOT CHORD 2-4=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; 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 27 lb uplift at joint 3 and 127 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic.t/451 1 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert. 663 A WARNING - VerMdesign parameters and READ NOTES ON TMS AND REVERSE SIDE BEFORE USE. Design valid for use only with Mites connectors. This design Is based only upon parameters shown, and Is for on individual building component to be Installed and loaded vertically. AppUcab®ty, of design parameters and proper tncaporatlon of component Is responslblilly of building designer - not truss designer. Bracing shown Is fat lateral support of individual web members only. Additional temporary bracing to Insure stability duthg construction Is the responslblllty of the erector. Additional permanent brbcing of the overall structure Is the responsibmty of the building designer. For general guidance regarding fobrkatbn, quality control, storage, delivery, erection and bracing, consull OST-88 Quality Standard, DSB-89 Bracing SpecMcatlon, and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 563 D'Onofrb Drive, Madison, WI53719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1'/1. *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachuQ other. O WEBS J5 Q 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/e" from outside edge of O a ' V at joint locations. truss and vertical web. a 4. Unless otherwise noted, locate chordsplices o at panel length(' 6" from adjacent joint.) BOTTOM CHORDS Thissymbolindicatesthe5. Unless otherwise noted, moisture content of required direction of slots in it J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MRek/ Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the 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, 401unlessotherwisenoted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/ DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised In handling, PANEL T~ erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIPFORM018. 019 O L ® HMRO,AZRO I f , DR2879AP' IM1 IROOF TRUSS 14525283 s 2 Scale = 2x4 = 1-0-0 LOADING ( psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.01 Vert(LL) n/a n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(TL) -0.00 1 > 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/deft = 480 Weight: 3 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) 1=45/0-4.0, 2 =35/Mechanical, 3 =10/Mechanical Max Horz 1=36(load case 5) Max Uplift =-13(load case 5), 2=-38(load case 5) FORCES ( Ib) - First Load Case Only TOP CHORD 1-2=14 BOT CHORD 1-3=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h = 25ft; 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 13 lb uplift at joint 1 and 38 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic.N451 1 MiTek Industies, Inc. 14515 North Outer Forty Or r Suite 300 Chesterfield, MO, 63017 AIVARNINO - VerW design parameters and READ NOTES ONTffiS AND REVERSE SIDE BEFORE USE. Design valid tot use only with MITek connectors. This design is based only upon parameters shown, and is lot on Individual building component to be Installed and loaded vertically. Applicability of design parameten and ptopet Incotpotatlon of component is responsibility of building designer - not truss designer. Btacing shown is fa loteral support of Individual web members only. Additional temporary bracing to Insure dobMy during constiuctlon is the responslblUty of the erectot. Additional permanent btbcing of the oveial structure is the iesponslbBity of the building designer. For general guidance regarding tabtloallon, quality control, stotage, delivery, erecilon and bracing, consult QST-88 Quality Standard, DSI-err Bracing Specification, and HIB•91 MiTek® HandlingInstallingandBracingRecommendationavailablefromloTrussPlateInstitute, 5b3 D'OnohDrive, Madison, W15371 V. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/1 * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 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 eachcta other. cc WEBSJS 3. Place plates on each face of truss at each For 4 x 2 orientation, locate joint and embed fully. Avoid knots and wane plates/ 8" from outside edge of O a at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chords Ilces Pat 14 length(+ 6" from C, panel adjacent joint.) BOTTOM CHORDS Thissymbolindicatesthe5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Comber is a non-structural consideration and MITek/ Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 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 BEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised In handling, 111 PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018, 019 o- L ® NMRO,AIR® o russ Fuss Type ty Y 14525284 DFi2879AP ' P QUEENPOST 3 1 Job Reference to tionall sFebI e n ustrres, nc. on a age 4-3r1 8-0-0 I 11.6-12 I 16-0-0 ,7-0-0i 1.0.0 4-3-4 3-8-12 3-8-12 434 1-0-0 Scale = 1:29.9 4x6 = 4 6.00 12 2x4 -Z: 20 i 5 3 8 2 7 g 6 3x4 = US = 3x4 = 8.0-0 16-0-0 8-0.0 8-0-0 LOADING (psf) SPACING 2-0-0 CS1 DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.27 Vert(LL) -0.03 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.39 Vert(TL) -0.10 2-8 >999 BCLL 0.0 Rep Stress Incr NO WB 0.12 Horz(TL) 0.02 6 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/defl = 480 Weight: 72 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.21D BOT CHORD Rigid ceiling directly applied or 9-3-8 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=824/0-8-0, 6=824/0-8-0 Max Horz 2 = 1 1611oad case 4) Max Uplift2=-412(load case 4), 6=-412(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-1040, 3-4=-764, 4-5=-764, 5-6=-1040, 6-7=17 BOT CHORD 2-8=909, 6-8=909 WEBS 3-8=-256, 4-8=396, 5-8=-256 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; 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 412 lb uplift at joint 2 and 412 lb uplift at joint 6. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert. t16634 AIVARNDYO - Vert& design pcsrransetery and READ NOTES ONTWS AND REVERSE SWE BEFORE USE. Design valid for use only with Mfiek connectors. This design Is based only upon parameters shown, and Is for an individual building component to be Installed and loaded vertically. AppilcoblBty 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. Addtional permanent brbcing of the ovetoll structure Is the iesponslbWty of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult QST-88 Quality Standard, OSI.89 Bracing Specification, and HIB-91 MiTek® Handling Installinq and Bracing Recommendationavailable from Truss Plate Institute, 583 D'Onoela 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 plates to both sides of truss and 1. Provide copies of this truss design to the securely seat. building designer, erection supervisor, property a J2 J3 J4 TOP CHORDS owner and all other interested parties.. c2 w 2, Cut members to bear tightly against each other. o WEBS JS 3. Place plates on each face of truss at each For 4 x 2 orientation, locate oz Q o joint and embed fully. Avoid knots and wane at joint locations. plates 1/e" from outside edge of d truss and vertical web. a o 4. Unless otherwise noted, locate chordsplices at 1/4 length(* 6"from u , panel adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J1 JB 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. 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. MiTeke Z61L-' 0 IIIIIIIII 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. Boftom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised In handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM01 B4O19 Job. rus I russ I ype ty y 14525285 DRP879AP' PGAB QUEENPOST 1 1 Job Reference to tional) VsFebMiTekindustries, on Feb 24 UEI:26:21 2003 Pa—g—ell--- 1-0-0 , 434 8-0.0 I 11$12 ( 16-0-0 1 1-0-0 43.4 3-8-12 3-8-12 43.4 1.0-0 Scale = 1:29.9 4x8 = 4 2x4 II 20 11 6.00 12 3x8 i 3x8 5 3 2x4 11 2x4 II o 0 ixe II 6 2 X6 II i1 ' Ia 2x411 2x411 2x411 2x411 2x411 2x4118 30 = 3x8 = 3x4 = 8-0-0 16-0-0 8-0-0 8-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.27 Vert(LL) -0.03 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.39 Vert(TL) -0.10 2-8 >999 BCLL 0.0 Rep Stress Incr NO WB 0.12 Horz(TL) 0.02 6 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/defl = 480 Weight: 88 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 9-3-8 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=824/0-8-0, 6=824/0-8-0 Max Horz 2 = 116(load case 4) Max Uplift2=-412(load case 4), 6=-412(load case 5) FORCES IIb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-1040, 3-4=-764, 4-5=-764, 5-6=-1040, 6-7=17 BOT CHORD 2-8 = 909, 6-8 = 909 WEBS 3-8=-256, 4-8=396, 5-8=-256 NOTES 11 Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.33 plate grip DOL= 1.33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail" 4) Gable studs spaced at 2-0-0 oc. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 412 lb uplift at joint 2 and 412 lb uplift at joint 6. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 MiTek Industies, Inc. 14515 North Outer Forty Dr,, Suite 300 Chesterfield, MO, 63017 Cert. //6634 AWARN7NO - Ver(& design parameters and READ NOTES ON THIS AND REVERSE SIDE BE1?ORE USE. Design valid for use only with Mfiek connectors. This design is based only upon parameters shown, and is for an Individual building component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of buliding designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stablilty during construction is the responsJbWty of the erector. Additional permanent bibicing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, OSS-89 Bracing Specification, and HIB-91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onoftb 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 0 For 4 x 2 orientation, locate X plates 1 /8" from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS Jt J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MRek/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 40,10 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. Mi! MiTek® AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1, Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each cc joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chard 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. 1111 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 NMRO,A/R JoC1 Truss Truss Type Oty Ply 2879 A ELEV. W/ PORCH 14525288 DR.3879AP S ROOFTRUSS 2 1 o tional ACCUSPAN-TH, LONGWOOD, FL 5.000 s Dec 17 2002 MiTek Industries, Inc. Tue Feb 25 12:49:38 2003 Page 1 15-0 5.25 1 9.10-1311 1-5-0 5.2-5 d 4,24 tz 3Na 3 x 72xo n e s 3.4 = 20 = 5-25 9-10-13 5.25 a$-7 LOADING(psf) SPACING 2-" CSI DEFL in (loc) Udefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.54 Vert(LL) 0.04 6-7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.43 Vert(TL) -0.08 6-7 >999 BCLL 0.0 Rep Stress Incr NO WB 0.38 Horz(TL) 0.01 5 Na BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Udefl = 480 Weight: 42lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.213 TOP CHORD Sheathed or 6-" oc puriins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 8-8-11 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 4=311/Mechanical, 2=523/05-11, 5=429/Mechanical Max Horz2=324(load rase 2) Max Uplift4=343(load case 5), 2=-221(load case 2), 5=-177(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=35, 23=-942, 3-4=76 BOT CHORD 2-7=863, 6-7=863, 5-6=0 WEBS 3-7=166, 3-6=-941 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; 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 343 lb uplift at joint 4, 221 lb uplift at joint 2 and 177 lb uplift at joint 5. LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-74.0 Trapezoidal Loads (plo Vert: 2=4.4-to-4=-183.1, 2=0.0-toy=-49.5 Junaidie Budiman, Lic.N451 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert.N6634 WARNING - Ver(& design parameters and READ NOTES ON TBIS AND REVERSE SIDE BEPORE USE. Design valid for use only with Mlrek 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. Additional temporary bracing to Insure stability during construction is the responsibility of the erects. Additional permanent brbcing of the overall structure is the responslbIllty of the building designer. For general guidance regarding fabrication, qualify control, storage, delivery, erection and bracing, consult CST -fens Quality Standard, DSD-89 Bracing Specification. and HID-91 MiTek® Handling Installinq and Bracing Recommendation availablefrom Truss Plate PlateInstitute, 583 D'Onofrb Drive, Madison, WI53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. fie J2 J3 J4 owner and all other interested parties.. All C7 TOP CHORDS 2. Cut members to bear tightly against each other. o WEBS JS 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i Q o joint and embed fully. Avoid knots and wane at joint locations. from outside edge of d truss atrussandd vertical web. a 4. Unless otherwise noted, locate chordsplices C, C o at /4 panel length(' 6" from adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MRek/ Gang-NallJolnt/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40"" continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/ DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTek® FORM016, 01 VZ& L.(Sk HMPO, A/R 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. . aq-;)-n 1c_1n_n 16-0-0 RQAIR MZm IB1 L1 Bl KlK B1 A9 B1 All B1 A B1CD A O Bl A B1 O AI B1 L(7 A B1 I A Bl A Q B1 A Bl A B1 A A 0 Ili Bl A J iii Bl A iii B 1 A z III B1m A jl Bl I A I Bl A III LD B 1 L` A iii B1 A iiI B1 E1 E 12-8-0 BRG. IN ENTRY I, I 8-4-0 I I I I n _ V1 A rII ICNG: ALLBEARIWALLSTO BE PLACED L 1 PLY 1 HGR. GTICE! ! REVIEW ALL SPAN DIMENSIONS--BRG. WALLS PRIOR TO SETTING TRUSSES.. , tS 2 PLY HGR. IENIGNEERED DRAWINGS--LOADING--PITCH AND OVER/HANGSI WALLS SHOWN ARE TO BE BEARING-. 1A L 3 PLY HGR. SIGNED APPROVAL- X JOB NUMBER: DR2879AP DATE: 2-24-03 PITCH: 01 LOAD -SHINGLES CCU SPAN CUSTOMER: D.R. HORTON 6 H: 12" A407-321-tNI BY: T.H JOB NAME: 2879 "A" ELEV. W/ PORCH BRG: BLOCK a l I L I19-8-0 TRIM IT F-LODR SYSTEM Iw ,A rllrlc ALL BEARING WALLS TO 8E PLACED J,L 1 PLY HGR. IrICTiC'REVIEW ALL SPAN DIMENSIONS--BRG. WALLSiPRIORTOSETTINGTRUSSES.. I Id. d 2 PLY HGR., ENICNEERED DRAWINGS--LOADING--PITCH AND OVER/HANG51 — - - WALLS SHOWN ARE TO BE BEARING.. I d 3 PLY HGR. I SIGNED APPROVAL: X JOB NUMBER: DR2879* DATE: CU SPAN CUSTOMER: D.R. HORTCONBY: T.H JOB NAME: 2879 ." ELEV.