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HomeMy WebLinkAbout315 Appaloosa Ct - BR03-002011 - SFRPERMIT ADDRE 315 d d SUBDIVISION W CONTRACTOR ADDRESS PHONE NUMBER D R Horton 6250 Hazeltine Nat'l Dr #102 Orlando, FL 32822 407) 857-9101 CBC 055300 PROPERTY OWNER 7 ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR PERMIT # C)l• 0^101\ DATE 6"'140'03 PERMIT DESCRIPTION %.PL PERMIT VALUATION P\b AVs SQUARE FOOTAGE 4 k.& MECHANICAL CONTRACTOR d PLUMBINGCONTRACTOR ) ir, ,, VH MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR FEE PERMIT NUMBER FEE CERTIFICATE OP OCCUPANCY / COMPLETION This is to certify that the building located at 315 APPALOOSA CT for which permit 03-00002011 has heretofore been issued on 6 10 03 has been completed according to plans and specifications filed in the office of the Building Of cial p ior^to the issuance of said building permit, to wit as complies with all the building, plumbing, e ctrica zoning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: DATE APPROVAL DATE BUILDING: FIRE: Finaled J Inspected ZONING: Inspected UTILITIES: Water Lines In \ Meter Set Reclaimed Water ENGINEERING: Drainage \ Maintenance Bond PUBLIC WORKS: Street Name Signs Storm Sewer Street Work ewer ines In ewer ap Street Lights Driveway FEES PAID DESCRIPTION DATE WATER -SEWER IMPACT FEES 01-APPLCTN FEE -ELECTRIC 6 23 03 01-APPLCTN FEE -ELECTRIC 7/15/03 01-APPLCTN FEE -BUILDING 6/11/03 01-APPLCTN FEE -MECHANIC 8/15/03 01-APPLCTN FEE -PLUMBING 6/13/03 02-ENGNG DEVLPMT FEES' 6/11/03 01-FIRE IMPACT - RESIDENT 6/11/03 01-LIBRARY IMPACT FEE 6/11/03 AMOUNT 20.00 20.00 10.00 10.00 10.00 10.00 59.21 54.00 Yes No APPROVAL PAGE: 2 CERTIFICATE OF -OCCUPANCY / COMPLETION This is to certify that the building located at 315 APPALOOSA CT for which permit 03-00002011 has heretofore been issued on 6 10 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 6/11/03 279.61 6/11/03 91.93 6/11/03 17.34 6/11/03 847.00 6/11/03 17.34 6/11/03 1384.00 6/11/03 650.00 6/11/03 1700.00 OWNER BUILDING AL DATE Q(55 CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** DATE: 1 d • a -dam PERMIT #: ADDRESS: 1 CONTRACTOR: \ l k -V\o C o PHONE #: y` - 8 3 a - (A o The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. ngineering Public Works OFire n A Zoning n p OUtilities OLicensing (\ 1(" CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCATE OF OCCUPANCY o , I I 1 1 REQUEST FOR FINAL INSPECT 1 o W I I I I SINGLE FAMILY RESIDENCE"A0 1 ; I I DATE: C5 I 1 PERMIT #: 0CM d 1 H 1 ADDRESS: 1 S + I 1 0 a; o T W m I tj Ca I to C1 u u4' I CONTRACTOR: n. UUPHONE #: y`1-833 - y 8 == : The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering Public W tilities ning (1 A OLicensing (\ I (' CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** DATE. 1 C5 a o PERMIT #: OB- aCM 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. D Engineering ublic Works Utilities 0 Fire % Zoning (1 A OLicensing LiEc CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) Q-1, FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLDOD INSURANCE PROGRAM Expires December 31, 200: ELEVATION CERTIFICATE Important: Read the instructions on pages 1- 7. SECTION A - PROPERTY OWNER INFORMATION Forinsuraroe 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 315 APPALOOSA COURT CITY STATE ZIP CODE SANFORD FL 32773 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 117, 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: D GPS (Type): N' or ##.##### NAD 1927 NAD 1983 USGS Quad Map Other: SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME I FLORIDTSEMINOLECOUNTY120289SEMINOLE B4. MAP AND PANEL 87. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVE/REVISED DATE B8. FLOOD ZONE(S) Zone AO, use depth offloodirV) 1202I90045 E 4/17195 4/17,95 X 24.6 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. FIS Profile FIRM Community Determined ® Other (Describe): NEAL HILER ENGINEERING, INC. B11. Indicate the elevation datum used for the BFE in 69: ® NGVD 1929 NAVD 1988 Other (Describe): _ B12. Is the building located in a Coastal Barrier Resources System (CBRS) area orOtherwise Protected Area (OPA)? Yes ® No Designation Date^ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Construction Drawings' Building Under Construction' ® Finished Construction A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(Select the building diagram most similar to the building forwhich this certificate is being completed - see pages 6and 7. If nodiagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones Al-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR ARIA, AR/AE, AR/A1-AW, AR/AH, AR/AO Complete Items C3.a4 below according to the building diagram specified in Item C2. State the datum used. Ifthe datum is cli ferent 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, 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) o b) Top of next higher floor o c) Bottom oflowest horizontal structural member (V zones only) u d) Attached garage (top of slab) o e) Lowest elevation of machinery and/or equipment servicing the building (Describe in a Comments area) o f) Lowest adjacent (finished) grade (LAG) o g) Highest adjacent (finished) grade (HAG) 27. 36.6 ft.(m) N/A. ft.(m) o 0 26. 9 ft.(m) E w d 27.0 fL(m) E 25.7 IL(m) Z 26. P.0) C o h) No, of permanent openings (flood vents) within 1 It. above adjacent grade 0 u 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. 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: PROFESSIONALLAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE 320 E. SOUTH ST E.180 ORLANDO FL 32803 SIGNATURE A V . I( A J I 1- I DATE TEIPHE 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 (Including Apt, Unit Suite, andlor Bklg. No.) OR P.O. ROUTE AND BOX NO. Poky Number 315 APPALOOSA COURT CITY STATE ZJP CODE Company NAIC Number SANFORD FL 32T73 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sidesof this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL; MACHINERY DESCRIBED IN C3-E IS AN A/C UNIT Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) ForZone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended foruse as supporting information for a LOMA or LOMR-F, Section C must be completed. El. Building Diagram Number _(Select the building diagram most simlar to the building for which this certificate is being completed — see pages 6 and 7. Ifno diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is . ft.(m) _in.(crm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams R with openings (seepage 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(an) above the highest adjacent grade. Complete items C3.h and C3.i on front ofform. E4. The top of the platform of machinery and/or equipment servicing the building is _ ft.(m) _in.(an) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? Yes No Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner orowner's authorized representative whocompletes Sections A, B, C (Items C3.h and C3.1 only), and E forZoneA (without a FEMA4ssued or community - issued BFE' or Zone AO must sign here. The statements in Sedbris A, B, C, and E ere correct to the best ofmy knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by taw or ordinance to administer the communitys floodplain management ordinance can complete Sections A, 8, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. The information in Section Cwas taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to 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 FEMAassued or communitywissued BFE) or Zane AO. G3. The following information (Items G4-G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCEIOCCUPANCY ISSUED G7. This permit has been issued for. New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: — —fit(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: — _ ft.(m) . Datum: _ LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions PLAT OF -SURVEY DESCRIPTION: (AS FURNISHED) LOT 117, BAKERS CROSSING PHASE 2, AS RECORDED IN PLAT BOOK 62, PAGES 97-99, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA 0 A=8'35' 18" L m 14.99' R=100.00' CB-N85'17'39"W C-14.98' NOTE: THE FINISHED FLOOR ELEVATION OF THIS STRUCTURE MEETS OR EXCEEDS THE THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). TRACT A APPALOOSA COURT 50' RIGHT OF WAY POU &4 N89-35.18•W PC O N81'00•00"W PI I a ci J0.9J' - PC IN 21.08 z-;S89'35'18"E WALK IS 1.3' OFF j'11 28. 03' 581-uoE WALK IS I.J OFF TIUTY EASEMENT I dFND LB I6393 (TO/2ROJANDCAP W 4' N - TYP 18. 3 COVERED O1 5.6 0! N to O ENTRY O N M 0LOT 1 1 8 O TWO CONCREETETBLOCK N Q Z tit WOOD FRAME w RESIDENCE V) OA= 8'35'18" s FINISH FLOOR U ELEVATION=27.37 0 LOT 116 R=75.00' L= 11.24' C6= S85'17'39"E 10. 0' 40.0' 10.0' LOT 117 L0014681 ( Rp 28/03AN0 CAP__ 'LT04 66 ryyn N81'54 3,3 - 6p.54 B TRACT „ CERTIFIED TO AND FOR THE PLT 13 60SS NG PHASEEXCLUSIVE USE OF: PAGES 27_29 U.R. H. TITLE COMPANY OF FLORIDA INC. FIDELITY NATIONAL TITLE INSURANCE COMPANY OF PENNSYLVANIA KRIS A. EVERETTE AND REBEKAH E. EVERETTE CIi MORTGAGE COMPANY, L , LTD. NOTE: I. 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 10-28-03, UNLESS OTHERWISE SI IOWN. 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 4. NO UNDERGROUND IMPROVEME14TS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120289 0045 E DATED 4/17/95 AND FOUND II'IF SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, AREA OUTSIDE 100 YEAR FLOOD PLAIN. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERIICAL CONTROL AS fURNISIIED. BEARINGS SHOWN HEREON ARE BASED ON II-iE SOUIIFIE13LY LINE OF LOT 117 AS BEING N81' 54'33"W PER PLAT. FIELD DATE:) 6-25-03 REVISED: SCALE: 1 = 30 FEET APPROVED BY: SJ ASM41216 FINAL 10-28-03 CKB JOB NO. FORMBOARD 7-08-03 CKB DRAWN BY: LOT PLAN 5-13-02 SOO/JML FND 1/ 2 IRON ROD AND CAP LB 16393 ( 10/28/03) o 1 = 30 GRAPHIC SCALE 0 15 30 LEGEND O IU(18)N. 0/ia BUILDING SETBACK LINE FND NAIL AND DISC CENTERLINE LB 16393 (10/28/03) RIGHT OF WAY LINE 0 FND NAIL AND DISC 1 14EXISTINGELEVATIONLB16393 (10/213/03) CNA CORNER NOT ACCESSIBLE CONCRETE IN 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 1ANGENCY FND FOUND TYP TYPICAL C/W CONCRETE WALK A/C AIR CONDITIONER 5/W SIDEWALK CBW CONCRETE BLOCK WALL CP CONCRETE PAD RP RADIUS POINT CS CONCRETE SLAB OHU OVERHEAD UTILITY LINE C CHORD LEIIGTTI ID IDENTIFICATION PK PARKER KALON POI. P0114T ON LINE R RADIUS PCC POINT OF COMPOUND CURVE POC POINT OF CURVE POU POINT ON BOUNDARY AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER L816393 320 EAST SOUTH STREET, SUITE 180 ORLANDO. FLORIDA 32801- (407) 426-7979 I HEREBY CERTIFY, THAT ]HIS BOUNDARY 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 CHAPTER 61G17-6. FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027, FLORIDA STATUTES. l0- 2 - 03 FOR THE FIRM USCAT LLO JR. M# 28 DATE CITY OF SANFORD PERMIT APPLICATION Permit # Job Addi 1 Description of Work: Historic District: Zoning: VAlue of Work: S C-) Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Fo41. _ ` y Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical! Residential Non -Residential Replacement New (Duct Layout & 13nergy Cali«.. Required) 1 •. Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of W r Closets Plumbing Repair— Residential or Commercial _ Occupancy Type: Residentia Commercial Industrial Total Square Footage: a Construction Tyne: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required. for Aber than X) Parcel #: Owners Name & Address: Contractor Name & Address: Phone & Fax: Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer Address: Attach Proof of Ownership & Legal Description) Phone: to License Phone: Fax: Pl= 115B 3oa Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to theissuanceofapermitandthatallworkwillbeperforatedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. 1 understand that a separatepermitmustbesecuredforELECTRICALWORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, andAIRCONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF GTWICEFORIMPROVEMENTSTOYOURPROPERTY. IF YOU INTEND TO OBTAIN FINAl)IdIP ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional re this county, and there may be additional permits required from other governmental Acceptance of permit is verification that I will notify the owner of the property of Signature of Owner/Agent Print Owner/Agent's Name Signature of Notary -State of Florida Owner/Agent is _ Personal]% Known to Me or Produced ID APPLICATION APPROVED BY: Bldg: Initial & Date) Spccia! Conditions: Date Date Zoning: in compliance with'all applicable Ir.ws rclgrlating IC T MAY RESULT IN YOr1R VAVING SIJWITH YOUR LENDER OR AN ins pplicab to thi r perty that a found in the public records of such as ter ement di c state agencies; or federal agencies. Are n f r'da Li w, F 713. Signatu of Con actor/Agent Date ROBERT G. DELLO RUSSO Pri Contractor Agent's Na D-zl ignature of No_:y-S e of Florida Date Contractor/Ae;-::s V_ Personalk. Known to Me or Produce' D Initial & Date) Initial K Date) PD: ht;tia I & part v AINI. A. MIRINDA C. TURNER` MY COMMISSION li DD 212893 ao;` EXPIRES: June 14, 2007 f„1h• BMW Thar N-ry Public underwriters Permit # : (, t Job Address: utl- Description of Work: Historic District: CITY OF SANFORD PERMIT APPLICATION Date: _ s T 3iS oos c-h rt- Zoning: Value of Work: Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service - # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required) / Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets -3 Plumbing Repair - Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Address: 0 - O — Phone: Contractor Name & Address: C' ANC' Phone & Fax: Bonding Company. Address: Mortgage Lender: Address: Architect/Engineer: Address: 2neo 27 State License Number: C S -9 S / 366-3994Contact Person: _ Phone: Phone: Fax: Application is -hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all ofthe foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such•as water management districts, state agencies, or federal agencies. I Acceptance ofpermit is verification that I will notify the owner of the property of the requirementsan, , FS 713. 61 L o3 Signature of Owner/Agent Date Signatures of Contra ctor/Agent Date Print Owner/Agent's Name Print Contractor/Agent's Name 40—` GI/ztJ3 Signature of Notary -State of Florida Date Signature of Notary -State of Florida Date Owner/Agent is _ Personally Known to Me or Produced ID APPLICATION APPROVED BY: Bldg: Initial &.Date) Special Conditions: Contractor/Agent is BA „ any;Known 1adA Y. HALL Produccd I D :'= M' %'OMM11. N # CC 875840 cr I ES: February 1, 2004R! ,lb• EOndoa Thru Notary Pubk Underwrb, Coning: Utilities: Initial & Date) (Initial & Date) (Initial & Date) COUNTY OF S[MINOL[ IMPACT FEE STATEMENT ISSUED BY CITY OF SANFORD STATEMENT NUMBER 103-75509 DATE: 7'--7-- - DUILDING PERMIT NUMBER(CITY)COUNTY NUMBER: UNIT ADDRESS: --'1 L''r[!-(}6.Sf\--1:-/------------------------------------'--- TRAFFIC ZONE: JURISDICTION: 06 CITY-DF-CAHFORD____--'-- SEC: ___ TWPq R PARCEL: CUBDIVISIOU: L_^y_= TRACT: PLAT BOOK PAGE: BLOCK: LOT: PLAT BOOK: ONNFR NAME: ADDRESS:( APpLICANT NAME: _______________________________________________________________ ADDRESS: LAND USEUSE CATEGORY: 001 - Single Family Detached House TYPE US[: Residential WORK DESCRIPTION: Single Family House: Detached - Construction FE[ BENEFIT RATE FEE UNIT RATE PER # & TYPE TOTAL DU[ TYPE DIST SCHEDULE DESC. UNIT OF UNITS ROAD3 ARTERIALS CO -WIDE O dwl unit $ 705.00 1 $ 705.00 ROAD'33 COLLECTORS NORTH O dwl unit $ 142.00 1 $ 142.00 LIBRARY CO -WIDE O dwl unit $ 54.00 1 $ 54.00 SCHOOLS CO -WIDE O dwl unit $1,384.00 1 $ 1,384.00 AMOUNT DUE / $ 2,285.00 TATEMENT / RECEIVED DY: ._,._ SIGNATURE: ---------- PLEASE PRINT HAME) -- DATE: _ - _ NOTE TOTO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. **** DISTRIBUTION: 1-COUNTY 3-CITY 2-APPLICANT 4-COUNTY NOTE** . PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHIC ARE DUE AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PERMIT. V, PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATIONS OF THE ROAD, LIBRARY SYSTEM AND/OR EDUCATIONAL (SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING APPEA'-C MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD, FLORIDA 32771; (407) 665-7474. PAYMENT SHOULD BE MADE TO: CITY OF SANFORD BUILDING D[['ARTM[NT 300 NORTH PARK AVENl)E SAHFORD. FL 32771 ~~ PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD RE}[RENCE J JTHESTATEMENTNUMBERANDCITYBUILDINGPERMITNUMBERATTHETOP LEFT OF THE NOTICE. THIS STATEMENT IS VALID ONLY'IN CONJUNCTION WITH ISSUANCE OF AV= FAMILY BUILDING PERMIT********f***1******* C b-2 5 7 : UJar•s r HUM n CriY OF SAN FORD PERMIT APPLICATION V l l Date: Permit rr . -•- — / Job Addrii;w CA Pti(pllop V( wpl'ki — - 1i Rrlr RiHrNu i++nl yllwo q Y I F'irc S nnkler/Alarm Pool Permit Typc: Building.--.— Elechieal •. Mechanical Plumbing _— P B Change of Servlcc _•_ Temporkry Pole — Electrical: New Service - a of AMPS Addition/Alterations . Nam,. (Duct Layout &Energy C61c. Ruquirtd) hltchanlcal: Residential . Non•Rcssdcntial Replacement_ a of G•es Lines _., _ • PlumblAV New Commercial: P of FIEtuICS A 01, Watet & Sewer Lincs Plumbin New Re.tidenda): N oh Water Closers _ Plumbfne Repair - Reildenlial or Cornmcrctal Occupancy Type: Reside-nnal I," COnv'ncrclal x) Indusmal Total Squire h'outaQe: — t Construction Typt: .__ N of Storito: a of Dwelling Uniti: _ Flood Zoot: (FElNIA form rtquirod for other Intn Attach Proof of Ownwlnlp s. Leal Dwci Ipoon) C 8wd PirellianI- r_ l-1 , /vt n S n % /) (C I O.. ncrs Name Q Addres.: Phnnr. Contractor amc 6 Addrts.: 7 7 , / _ UU 1 Z I State Llccnst Number _,•_ 2 Q Mc.. 0 e Phu nc: L-1-3— 3`f Yhour A Fat: U i 4 C Contact Ptf Io n: IS0nd1nI; (' nmpany ... — -- AAdre. r _. •. .. — ..._ - - Addresc .. Arehil, cr/Enginetr: Phone Ft I: Adurt) s: - hat no -trtk is convnenced r to Mc Application is hereby made to obpin + permit w d the work d insullitundudstofsa11s11ws reguluing orulwcuon in i Ijurisdicoon.h1 vndMtz d thu1" x'+n+ isivarscc of ] permit and that all work will be perf HEATERS, TANKS, and permitmustbosccurtdforELECTRICALWORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, AIR CONDITIONERS, cic. OWNFR' C AFFIDAVIT: I ttrtiry trial all OYma the foregoinginformationistccunsc and dual all wri, ?rill b< dot+c in compluna wtN all appLcobla•PAYfNC• rc8vl,nng construction and zoning. wARNrNG TO OWNSR: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMF+N'r MAY RESULT IN YOUR TN')CE FORIMPROVEMENTSTOYOURPROPERTY. IF YOU rNTEND TO OBTArN FfNANCNG. CONSULT WrM YOUR I.FNDER OR AN ATTORNEY BEFORe RECC)RUNO YOUR NOTICE OF COMMENCEMENT. that nv be found In the public rcLOros of NOTICE: In addition to %hc requlremenu o! thia pomiL there rtvy he additional restrictions such ieow)o o dlsmrstystalc xgcncfts Or Icdrnl tbrnc1es this county, and there rruy be addiuonal perrrsits required fmm olhcr govetnmrnul rnnno such +s 6 uftherc^ulreRle (hlorl len Acceplimc of pennrt is verirleuuon ih I I will notify the Owner of the properly y Signature u(Owner/ Agent U-iIc Siruturt0(Conrncl r/Agctlt D]Ic V (I..._. Ck P. S Name Yrint CunrraetOr/- Ai;u cnt't NPrintOwner/Agent' sm ij' ,_ L -)- -7- G e t f)uu .Signature of Nut sec of l lofluI Uusc SiCn]furc of Nvf.vy-SfalC of Flnnll] lnelnr/A,enl 1) • Vrr <rnl Lly Known fv Mc •/ tlwn r/n Cent n ..._ Yer iunanv Knn,vn ur Mu vt PrndvccA III A V[ 1\ A1,1•1toV 1.0 IIY' Ill(I(;. --.... .. tht usl n. Uulc) Il yfl.rl J I)rc it (•:%I G I)31u) (InlUvl & D:,Ic) r a t•+ rt° Ez, MARIE A. ZETTLEMOYERMY COMMISSION. CC 855100LJ;PIRFS:Je115.? A03RY Ra NotarY Service8Bon6npCO. z-G[l- I yy5 u: D/ h'f l r Kuf'I CITY OF SANFORD ELECTRICAL PERMIT APPLICATION Permit Number: O ` Date: The undersigned hereby applies,, for apermit to install the following electrical: Owners Name: Address of Job: /J.O tease-1 Electrical Contractor {&) iOle-z- uc Residential: Non -Residential: By Signing this application I am stating that 1 am in compliance with City of Sanford Electrical Code. ApplTs Signature Stale License Number CITY ANFORD PERMIT APPLICATION - 5. -2 A0 . PermitNo.•G 2) a it Date: Job Address: ?1 lIVGiA l - [:c l t V_ S _ i=E^ i i> I- L a - Permit Type: Building Electrical Mechanical Plumbing Fire Alarai/Sprinkler Description of Work JI 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 Gu Lines Occupancy Type: Residential _Commercial _ Industrial Type of Construction: .BImK Flood Zone: Parcel No.: Total Sq Ftg: Itr Value of Work: Number of Stories: Number of Dwelling Units: .1. Attach Proof of Ownership & Legal Description) Owner/Address/Phone: IrcncI Sr1(' `-f % S ' q l O ( - p2 t, PnooLE -a v- f5tF- LOo1 Contractor/Address/Phone: " iCN e> AU:4 55!:::f -C) 10I O PA•ZA.ryF- ' SIE 1m tZ A o,F L State Licenso Number. Cff SMM Contact Person: (PiTtt? CO 0 +(D,,) Phone & Fax Number. AcD-A fSq -q 1a 'Aal-eel GZZZ3 Title Holder (Ifother than Owner): N % Address: Bonding 'Company: N Address: Mortgage Lender: t1 Address: Architect/Engineer A •8 Si CvJ tom(-0JP Phone No.: Address:401 NSR• 134 85.1t5 1 t .FI 32a1--' FaxNo.: 4042'-14-40--+i1 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 apermit and that all work will be performed 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 AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR INTROVEMENi'S TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other go trnmcntal cndtks such as water management districts; state agencies, or federal agencies. Acceptant of permitis verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. 2 i Signature of Ovvne Agent Date Signature of Contractor/Agent Date r PrintOwrie /Agent's Dame / Print Contacc i/Ag "t's N Signature of Notary -State of Flon --Date, TaLary m o-ff a Date PA. I -hICIA COULTON 0pIDA NOTARYPUBLICSTATF. OF E1 C 1AAlSSt0` NO• JC134330 M OMAdISr ON EXP; IV Y2''20 Owner/ Agent is Personally Known to Me or Produced ID PATRICIA COULTON NOTARY PUBLIC SPATE OF FLORIDA COMMISSION NO. DD731330 MY COMMISSION EXP. IULY 26,200E Contractor/ Agent is nally KnoWsr to Mo or Produced ID APPLICATION APPROVED BY: .5 C cam- -- Date: 3 " Z a' ' 3 Special Conditions: June 9, 2003 Roger Dixon, City Manager City of Sanford 300 North Park Avenue Sanford, FL 32771 RE: Estoppel Letter This ESTOPPEL LETTER is provided to the City of Sanford for reliance upon by the City of Sanford and as the basis for the issuance of Permit No. 05.2Z ! 1 for the following work: Construction of a SFR on Lot 117, Bakers Crossing Phase 2, 315 Appaloosa Ct. Sanford, FL 32773 D.R. Horton Inc., hereinafter referred to as the "Owner', recognizes that issuance of Permit No. (3 - Z0 11 will be made with numerous limitations as more particularly set forth herein. The Owner recognizes that this approval does not exempt us from complying with any applicable building codes, land development regulations, Comprehensive Plan requirements, or exempt our site or buildings from any applicable development regulations. By issuing Permit No. U 3. ZG 11 , the city does not guarantee approval of any other development orders or development permits. The Owner acknowledges and agrees that no Certificate of Occupancy will be issued by the City for the above mentioned property until all required land development approvals have been obtained and all required improvements have been installed, inspected and authorized for use by the City. The owner hereby grants the City the right to deny use of the SFR for occupancy until all of the above -referenced project is in compliance with all applicable development regulations. The Owner hereby agrees to indemnify and hold the City and it's officers, employees and agents harmless for any and all losses, damages, injuries and claims in any way relating, directly or indirectly, to the permitting or construction of the above - referenced project or the issuance of Permit No. . The owner also agrees to the following as additional conditions for Permit No. 6250 Hazeltine National Drive • Suite 102 • Orlando, Florida 32822 • (407) 857-9101 • Fax (407) 857-9228 Roger Dixon, City Manager The Owner hereby agrees to disclose the contents of this document to any and all of our successors in interest, contractors, sub -contractors and agents. The undersigned further warrants that he or she is authorized to bind the Owner and has been duly authorized to sign this documents. WITNESSES: 7 Signature Patricia Coulton Printed/ Typed Name Signature Medalid Jorge Printed/ Typed Name STATE OF FLORIDA COUNTY OF ORANGE Owner) Signature Robert A. Lawson Printed / typed Name Assistant Secretary Title The foregoing instrument was acknowledged before me this 6th day of June, 2003 by Robert A. Lawson as the assistant secretary for D.R. Horton Inc. who is personally known tome or who produced their Florida State Identification. OFFICIAL NU17R ' 157 L PATRICIA COULTON NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DD134330 MYCOMM ISSION EXP. JULY26,2W6 Notary Signature Notary Stamp 6250 Hazeltine National Drive • Suite 102 • Orlando, Florida 32822 • (407) 857-9101 • Fax (407) 857-9228 D. R. HORTON HOMES SFR PERMIT PACKAGE CITY OF SANFORD CHECK LIST LOT # SUBDIVISION: BAKERS CROSSING ADDRESS >S c3 4pFt— ,Q. cx A 1 2;> -L. a BUILDING APPLICATION POWER OF ATTORNEY 2 SETS OF SEALED PLANS 2 PLOT PLANS 3 SETS OF ENERGY CALCS MANUAL J/ DUCT LAYOUT ATTACHED TO THE PLANS 2 SETS OF SEALED TRUSS PROFILES AND LAYOUTS ATTACHED TO THE PLANS UTILITY FORM NOTICE OF COMMENCEMENT APPEX CONTRACT Sri U6 u-t Rrm CITY OF SANFORD BUILDING DIVISIONSUBMITTALREQUIREMENTSFORRESIDENTIALBUILDING PERMIT l . Two (2) recent boundary and building locution surveys showing setbacksfromallstructurestopropertylinesforpermitforstructures (not fences) 2. Two (2) complete sets of construction design drawings drawn to scale, Complete sets to include: R, Foundation plan Indicatifo foot sizes of bar replacement. replACCmentg walls. 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, decks and stairs. Bathroom fixtures and distances from walls are to be shown. Note the State of Florida requirements for bath door for compliance of Handicapped Code (F.S. 553, Part 5) C. Elevations of all exterior walls, east, west, north and south. FinishfloorelevationheightasperCityEngineeringDepartmentor subdivision plat. ns to be used in the structure. Bearing d, Cross sections of all wall sectionon-beRring 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 spttcing 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: ,t i S.F. Garages/CRrports — S.F. Porch(s)/Entry(s) 1Q I_S.F. Patio(s) EE,2S.F.Conditioned structureS.F. Total ( Gross Area) rida Energy Code Forms (Form 600-A-97) 3. Three (3) sets of completed Flo 4. Soil analysis and/or soil compaction report. If soils appear to be unstable orifstructuretobebuiltonfill, a report may be requested by the Building Official or his representative. 5. Other submittal Documents: a. Utility letter or approval when public venter supply and/or sewer system connection to be made. b. Septic tank permit to be obtained from Seminole County Health Department Rt: 400 W. Airport B1vd,Sanford, Fl (407) 665-3600. c. Arbor permit when trees to be removed from property. Contact the CityEngineerfordetailsregardingthearborordinanceandpermit. 6. Application to be completed thoroughly and signatures provided by R licensed and Insured contractor. OWNEWBUILDER MUST APPEAR IN PERSONS TO SIGN APPLICATION AS PER FLORIDA STATE STATUTE 489. Subcontractor license numbers must be included on the application. If electrical, mechanical or plumbing permits have not been issued, inspections will not be scheduled or made and subcontractors will be subject to penalty under the City Ordinances. REQUIREDINSPECTIONSDURINGANDUPONCOMPLETIONOF CONSTRUCTION 1. Footer 2. Underground, electrical, mechanical and plumbing 3. Foundation elevation survey 4. Slab S. Lintel- tic berubs - columns- cells 6. Rough electrical 7. Rough mechanical 8. Rough plumbing 9. Tub Set 10. Framing 11. Tenant Separation / flrewall 12. Insulation, walls Rnd/or ceilings 13. Electrical final, mechanical final and plumbing final 14. Building final 15. Other DATE SIGNATU By O4eoOrdiiie-gent) dMWAPF-x PE -Es? C 0+1%-ZTFtQ L- Sentricon* Colony Elimination System Pretreatment Plan Agreement Date of Install : Contract Number PUCHASERS NAME AND ADDRESS Name _D3- 1 43- ' Address 6 & `. -X- pz City/state/zip ll 1 L2,- Z 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: 2-1c--) Ar'Qt-I OSA <<'t Q", 5AM CD, FL SPECIAL OR ADDITIONAL COMMENTS NOTIFICATION STICKER LOCATED: *t`'t-' a%=C(ZO . 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 G0VEEF2N THE RELATIONSHIP OF THE PARTIES. Apex Representative Signature Date " Customer or Agent Signature Date Apex Pest Control Inc., (Apex) will, In substantial compliance with all federal, state, and local laws, rules, and regulations, and all 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: n. 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 SentriconPretreatmentPlanmaymaintainedfortheLIFETIMEoftheIdentifiedpropertysubjecttothetermsandconditionsofthisagreementforA40-wiMper quarter (3mo period) payable on or before the end of the previous monitoring 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, Incidental, 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)It is the responsibility of all family members, visitors, guests, and/or other temporary or permanent occupants to consult a physician if necessary regarding any affects the Property treatmentngnotlessthan smay have and ensitivity concerning odorsltIstheirrdust,tpollen, respiratory ty to fy pex In Illness, oriolther condition thatmay activated orriortotreatment exacerbat d by the productsing ergy or. and or techniques utilized by Apex. GENERAL TERMS AND CONDITIONSByspecificreferencehereto, the Customer understands that the general terms and conditions are hereby made part of this contract and apply without exception. 1. DOWELANCO OWNERSHIP OF SENTRICON" SYSTEM COMPONENTS: The Customer understands that: All componentsoftheSentricon "System (Components) are and will remain to property of DowElanco. The Customer has no rights to any of theComponents, 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 toretrievefromtheCustomer's premises the Stations and other Components contained therein for appropriate disposition. 3. If Apex, for whatever reason, ceases to represent or to be authorized to represent, the Sentricon" System a. Apex will: (1)so notify the Customer; (2)offer Customer the alternatives of either using a different form of termite protectionordiscontinuingtherelationship(note: Conventional "liquid barrier" method of termite control may not offer an effectivemeansofcontrollingcertaintermiteInfestationsofcertainstructures. 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)iftheCustomerelectstodiscontinuetherelationship, or if Apex cannot offer an effective different.form of termite protection, refund to the Customer an amount equal to the fee paid for services not yet received, and; (5)retrleve, or advise DowElanco'or Its representatives where to retrieve, the Components from the Customer's premises; and ie al b. the Customer will; (1)grant Apex and DowElanco or Its representative reasonable access to the premises for the retryof . the Components; 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. Priorto; (1)the Structure(s) being structurally modlfled, altered, or otherwise changed or; (2) to any termiticlde being applied on or close to thelocationofanyStation, or; (3) soil Is removed or added around the foundation, or; (4) any tampering of batting equipment or supplies occurs, the Customer will Immediately notify Apex In writing. Failure to notify Apex In writing of the events listed above may 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 rightto 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, strikes, 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; ( 1)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)areas of existing damage unless areas have been repaired by Customer's evidence of receipts. ARBITRATION. Not withstanding any provision contained herein regarding litigation, In the event of any dispute arising hereunder, Customer agrees to submit the dispute to the least expensive procedure of arbitration In accordance with the rules and procedures for commercial arbitration of the American Arbitration Association or any successor organization, and In accordance with and subject to all the 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 roil 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 partles 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 Properr 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 -Inspection, whether the Inspection was requestc by the Customer or considered necessary by Apex. LIMITED ASSIGNABILITY. This Agreement Is assignable by Customer for a period of 1 (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 Stapoint Ct. #G 5314 Faulkenburg Rd N Merritt Island, 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 I hea i name and a Limited Power Of Attorney oint: Craig Coulton and r 1 j4— each agent's of D.R. Horton Inc. To be my lawful attorney in fact to act for me and ply The Building Dept. of: C For a residential permit for work to be performed at: Lot # : 1 - Subdivision : Cross" Y Address: -:LIS -ppAcXOSA CoiN2T, SisMPOT2D , T:L. 3a'4-+a And to sign my name and do all things that are necessary to this appointment. Richard B. Ladd CBC055300 Contractor State Registration Number ignature of Contractor This foregoing instrument was acknowledged before me this: Date: 3 By: Richard B. Ladd ( Contractor ) Who is personally know to me. State of F orida OFFICIAL t91'ARYSUL PATRICIA COULTON County of range NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DD134330Lf12. MY COMMISSION EXP. JULY 26,2006 Nota Public Signa ure Notary Seal DESCRIPTION: A PARCEL OF LAND LYING AND BEING IN SECTION 18, TOWNSHIP 20 SOUTH, RANGE 31 EAST, 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 N90'00'00"W A DISTANCE OF 600.56 FEET; THENCE N81'54'33"W A DISTANCE OF 18.02 FEET TO THE POINT OF BEGINNING THENCE; CONTINUNE 81'54'33"W A DISTANCE OF 60.54 FEET; THENCE N00'24'42"E A DISTANCE OF 110.00 FEET; THENCE; S89'35'18"E A DISTANCE OF 21.08 FEET TO A POINT OF CURVATURE, SAID CURVE BEING CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 75.00 FEET, A CHORD BEARING OF S85'17'39"E, CHORD LENGTH 11.23 FEET, CONTINUE ALONG ARC OF SAID CURVE SOUTHEASTERLY 11.24 FEET THROUGH A CENTRAL ANGLE OF 8'35'18"; THENCE S81'00'00"E A DISTANCE OF 28.03 FEET; THENCE SOO'24'42"W A DISTANCE OF 113.06 FEET TO THE POINT OF BEGINNING, CONTAINING 0.16 ACRES t. NOTE: WE DO NOT ACCEPT RESPONSIBILITY FOR ANY ERRORS THAT MAY OCCUR FROM THE USE OF THE UNRECORDED / PROPOSED UNNAMED ROADWAYPLATTHISPLOTPLANISBASEDON. OF PROPOSED BAKERS CROSSING PHASE 2 50' RIGHT OF WAY LOT 118 10 A=8'35'18" R= 75.00' L=11.24' CB=S85'17'39"E C=11.23' 21.08' S89'35'18"E F- 10.0' W I O N I O i N I O O A/C O 2 I I lll I 0.0• I L Q 28.03' S81'pp'ppr UTILITY EASEMENT-- N 1: 1 N 14.7 T0.0 5.7u 40. 00' j A f. 1UDROPOSED N UOI MODEL 2.879INISHED FLOOR LEVATION= 27.8 I 40. 0' 10. 0' PAno I I LOT 117 DRAINAGE TYPE 8 N81 ' 54 3 W 60.54 13AIlRS 1 RACT ' PLAT @p0{< 60 S /NG pHASE I LOT 117 CONTAINS 6758 SQUARE FEET t 1 AGES 27_29 THIS STRUCTURE CONTAINS 2107 SQUARE FEET t TOTAL CONCRETE 586 SO. FT, t TOTAL SOD 4065 SO. FT, t BUILDING SETBACKS FRONT: 25' REAR: 20' PREPARED FOR: SIDE: 5' D.R. HORTON CORNER: 15' MLW: 50' 1. ELEVATIONS SHOWN ARE PER LOT GRADING PLANS PROVIDED BY THE CLIENT. THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION UST FOR CONSTRUCTION. ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES ONLY. THIS IS NOT A SURVEY THIS IS A PLOT PLAN ONLY I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120289 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, AREA OUTSIDE 100 YEAR FLOOD PLAIN. BEARINGS SHOWN HEREON ARE BASED ON THE SOUTHERLY LINE OF LOT 117 AS BEING N81' 54'33"W PER PLAT. FIELD DATE:) REVISED: SCALE: 1 = 30 FEET APPROVED BY: SJ JOB NO. ASM41216 DRAWN BY: l0i PLAN 5-13-02 1 " = 30' GRAPHIC SCALE 0 15 30 0 FLOOR SLAB ELEVATION N MUSTBE 1611ROWN OF ADJACENT ROAD UNLESS U - OTHERMSE APPROVED LOT 116 CD O 18. 02' POINT OF BEGINNING LEGEND BUILDING SETBACK LINE CENTERLINE RIGHT OF WAY LINE x PROPOSED ELEVATION PROPOSED DRAINAGE FLOW CONCRETE 1. 0 LAND SURVEYING BUSINESS LS LAND SURVEYOR PRM PERMANENT REFERENCE MONUMENT PCP PEP. MANENI CONTROLPOINT P) PER PLAT M) MEASURED CALC) CALCULATED FND rounD C/W CONCRETE WALK SW SIDEWALK CP CONCRETE PAD P(B, PLATBOOKNGS NATURAL GRADE SO. FT. SOLAR[ FEET AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LBy6393 320 EAST SOUTH SIREET• SUITE 180 ORLANDO. FLORIDA 32801- (407) 426-7979 POINT OF COMMENCEMENT NORTHEAST CORNER OF , TRACT 'G' BAKERS CROSSING PHASE 1 1,190, 00'00-W 600.56' MLW MINIMUM LOT WIDTH FOR POINT ON BOUNDARY POE POIN T ON LINE PCC POINT Or COMPOUND CURVATURE POC POINT ON CURVE OR OFFICIAL RECORD PD PLANNED DEVELOPMENT 0 DENOTES DEL to ANGLE L DENOTES ARC LENGTH C.O. DENOTES CHORD BEARING PC DENOTES POINT Or CURVATURE PI DENOTES POINT OF INTERSECTION PRC DENOTES P01rrl Or REVERSE CURVATURE Pt DENOTES POINT OF IAHGENCY tYP TYPICAL A/C AIR CON011;ONER COW CONCRETE BLOCK WALL RP RADIUS POINT R RADIUS CS CONCRETE SLAB C CHORD LENCDI R/W RIGHT-OF-WAY ORB OFFICIAL RECORDS BOOK 1. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS. RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 3. NOT VALID WITHOUT III[ SIGNAIURE AND T1IE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 5-4- 3 FOR THE FIRM LIAM R. fv U CATELL4ZP 28 DATE MIaMlOADE MIANII-DADECOUNTY.FLORI! METRO-DADE FLAGLER BUILDI' BUILDING CODE COMPLIANCE OFF) METRO -DADS FLAGLER WILDI 140 wlis'r VLAGLER s-I1zrx71', sure: I MIAMI. I'LORIDA 33130.1 PRODUCT CONTROL NOTICE Or ACCEPTANCE (305)375-2901 FAX (303) 375-2 Premdor Entry Systems CONTMCCotc I.ICEN.SINC SIXTI 911 E. Jcfcrson, P.O. Box 76 (303)373•2327 PAX(301)373.: Pittsburgh ,KS 66762 CONTI Wrott t:rour.I:alt:N r nIi Iti 305) 375-2966 I -AN (305) 375-: i,uouut: r coN•rnot. mvis pos> ns•r o2 H, (3ns) 372t Your application for Notice of Acceptance (NOA) of Eutergy 6-8 S-W/E Inswing Glazed Double w/sidelites Residential Steal Door under Chapter 8 of the Code of MinIni-Dade County governing the use of Alternate Materials and Types Construction, and completely described herein, has been recommended for acceptance by the Miami-Dac 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, SCCO 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 (lie South Flor Buildi.n` Cede. The expense of such testing will be incurred by the manufacturer. c'- ACCEPTANCE No.: 01-0314.25 EXPIRES: 04/02/2000 Raut tcoarrgucz Chief Product Control Division THIS 1S TH-E COVERSHEET. SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REV[ EWV CO•IN11TTEE This application for Product Approval has been reviewed by the BCCO and approved by the Buildi CodeandProductReviewCommitteetobeusedinNliami-Dade County, Florida under the conditions: forthabove. iI P"ROVED: 06/05/200 i Francisco J. Quintana, R.A. Director Miami - Dade County Building Code' Compliance 01'1ic 7 Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED ; JUN 0 5 2001 EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE. SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 00-0321.27 which was issued on April 28, 2000 approves a residential insulatcd 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 -I County, for.the locations where the pressure requirements, ns determined by SFBC Chapter 23 not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series Entergy 6-8 S-!V/E Inscving Glazed Double Residential Insulated Steel Doors Sidelites- and its components shall. be constricted in strict compliance with the folio% documents: Drawing No 31-1028-EW71, Sheets 1 through 6 of 6, titled "Premdor (Entergy Br. Double Door with Sidelites in Wood Frames with Bumper Threshold (inswing)," prepare( manufacturer, dated 7/29/97 with revision C dated 01/11/00, bearing the Miami -Dade Co' Product Control approval stamp with the Notice of Acceptance number and approval date by Miami -Dade County Product Control Division. These documents shall hereinafter be referred t the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications of pair of doors and single door only, as shown i approved drawings. Sin —le door units shall include all components described in the active lcafo this approval. 3.2 Unit shall be installed only at locations protected by a canopy or overhangIsuch that the ang!e between the edge of canopy or overhang to sill is*less than 45 degrees. Unless unit is installed.ir non -habitable areas where the unit and the area arc designed to accept water infiltration. 4. INSTALLATION 4.1 The residential insulatcd steel door and its components shall be installed in strict compliance .pit the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will require a hurri, 3sotcction system.-,. S. LABELING 5.1 Each unit shall bear n permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved 6. BUILDING PERMIT.REQUIRMNIENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies ol'the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installatio 6.1.3 Any other documents required by the Building Oniteial or the South Florida Building Co. SFBC) in order to properly evaluate the install ion of this system. Nfanu l fcrc2, P.E. Product CoCm.Exa Product Control Division Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED EXPIRES JUN 0 5 2001 April 02, 2006 NOTICE OfACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acccptancc (approval) shall be considered after a renewal application has been fi and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptar including the correct installation of the product. d. The engineer who originally prepared, signed and scaled the required documentation initi, submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the proddct or process shall automatically because for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 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 Acccptancc as an endorsement of any product, for sales, advertising or other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displaycd in advertising literature. If any portion of the Notice of Acceptance is displayed-, then it shall be done in its entirety. 7. A copy of this Acccptancc as %vcll as approved drawings and other docunicnts, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. S. Failure to comply with any section of this Acccptancc shall be cause for termination and removal Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEI' 'ANCE Manu Pcrcz, P.E.; Product Contr 'xam Produ 'ntrol Division Glazed Units COP-WL-MA0100-02 FIBERGLASS DOORS 6'8" Height — Inswing Arrangement1 X 2'0• 1 1filiami-Dade COP-WL-MA0141-02 OCCO 02-0419.08 Application Filed) t• 1 52.0 1. NO 2'6" 2'8" 2'10" 3'0" 3T Not Listed Not Listed1 X0, OX. OXO i i t I 1 1 2'8" + 1'0" masonite internationalt.l COP-WL-MA0143-02 OCCO 02-0419.08 Application Filed) r• 1 52.0 1. 1 NO 2'8" + 1'2" 72'10" + 1'0' 2'10" + 1'2" 37 + 17 37 + 'IT 1'0"+2'8"+IT COP-WL-MA0144-02 02-0419.08 Application Filed) 52.0 NO 17 + 2'10" + 1'0" 17 + 2'8" + 17' 1'0" + 2'8" + IT 1'C" T 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" + 2'10* + 2'10' 3'0' + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0142-02 02.0419.08 Application Filed) 52.0 NO 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" + TV + 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 8 geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, slate or local bui'ding 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, 4202 8 PAK,'k. 0 O ak aft AR 1 EK 1'111Y.MGI.w{S e.KTKr o.. r o.. Ap1. 29. M ? b0.,Co..'Vn.'pploplamo1DoxWn.11wo."WnfrNNestptok3lioas,aei;VLtdo•W1 1 Masonite international Corporation 04W -Ut'kU10 ChXW W4.'kW Wire, Clued Units X X0.OX. OXO XX. OXXO COP-WL-MAOIOO.02 FIBERGLASS DOORS 6'8" Height — Outswing 2'G" COP-WL-MA0161-02 02-0418.03 Application Filed) 55.0 NO 2'6" 2'8" 2A 0" 3'0". 3'6" Not Usted Not listed 1MMEM 1 2'8" + 1'0' 2'8" • 1'2" 2A 0" + 1'0" 2'10" + 1'2" COP-WL-MA0163-02 J.G.: 1'0" 3'0" + 1'2" 1. P. r•gas 02-0418.03 Application Filed) 55.0 NO 17 + 2'8" + 1'0" COP-WL-MA0164.02 02-0418.03 Applicalion Filed) 55.0 NO 1'0' + 2'10" + 1'0" 17 + 2'8" + 1'2" 1'0" + 2'8' + 1'0" 1'0" + 3'0" + 17 17' + 2'10" + 1'2" 17' + 3'0' + 1'2" 2'6" . 2'6" = 2'6" 2'8" + 2'8" + 2'8- 2' 1 C" + 2' 10" + 2' 1 G" j 3'0" + 3'0" + 3'0" 2'8" + 2'8" COP-WL-MA0162-02 02-0418.03 Application Filed) 55.0 NO 2'8" + 2'8' 2'10" + 2'10" 37 + 3'0" TV+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" 210" + 2'10' + 2'10" + 2'10" 3'0" + 3'0" + 3'0" + 37 J tes: 1. Cccr a, rangements using fewer panels than win! is 00wrl in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonile.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonile.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic Ioc2tion is determined by ASCF 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 enlry/or impact testing Is done In accordance with Miaml-Cade BCCO protocol PA201, PA202 & PA203. Uak`/p Iraft E:_..1. <•:..n Ce"': :.:..." 1" 7 v19 `a l.. pS j l..l".i.elr lien I .L..K_ 1 AI< ft I'AY t100R{ IW X—"Nrt4n E.w Q;•; rOtK2W2 Out CDIWrvV 0.00— DI p10910 in010.&rtd hotel Uteifirt40"S. 0tsipe V4 Amled n 0.• I.t D.e•. Masonite international Corporatior. 0e44e;dial t0 eOWW e'WW4 row, Glazed Units COP-WL-MAOIOO.02 FIBERGLASS DOORS 8'0" Height — Inswing r i X i 2,0" COP-WL-MA0146-02 l 02-0423.01 Application Filed) l, 40.0 NO 2,6" 2'8" _ 2.10" 3'0' 3'6' Not listed Not Listed X3. Ox, CX0 2'8" + 1'0" am COP-WL-MA0148-02 NEEMERIEA 02-0423.01 Application Filed) Nuzzo 40.0 Eff"iM., NO 2'8" + 1'2" 2'10" + 1'D" 210" + 17 3'0" + 1'0" I 3'0' + 17' COP-WL-MA0149-02 02-0423.01 Application Fled) 40.0 NO 1'0" r 2'10" + IT — 1'2, + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0' + 3'0" + 1'0" 1'2" +2'l0" + 1'2' 1'2" + 3'0" + IT 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10' + 210" 3'id' + TO" + 3'0" I XX, OXXO 2'8" + TV COP WL-MA0147-02 02-0423.01 Application Filed) 40.0 NO 2'6" + 2'8' 2'10" + 2'10" 3'0" + TO" 2'6" + 2'8' + 2'6" + 2'6' COP-WL-MA0150-02 02-0423.01 Application Filed) 40.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 210' + 2'10" + 2'10" 3'0" + TO" + 3'0" + 37 Notes: 1.. Door arrangements usicg fewer panels thar 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. Insla:'a:ion ins!rections are available from the flasonde Internaticnal website (www.masonile.com) or from the technical center. 4. hctua: C_sign 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, waver, forced entry/or Impact testing is done In accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. Oak aft w"...t. , r..,".. e v...,r o.... vv(/V Masonite International Corporation AR EK" n..xrr.Ass r:..r,.r noous tw.r.....e..p,..cno.,.. Fa.tt.to^t r:c. cva.+K arc; :rn at woG.xt ecpw2ncm m.,n tpc:a::: ore. «s9r'.::. ;ra::r Glazed Units FIBERGLASS DOORS 8'0" Height — Outswing 2'0" 2'6" 2'8" COP-WL-MA0166-02 2'10" 3'0" l.,• r l 02-0423.03 Application Filed) 47.0 NOX TV Not Listed Not Listed Arrangement Multiples (Width) masori-ite international 2'8" + 1'0" 2'8" + IT 2'10" + IV 2'10" + 17 COP-WL-MA0168-02 3'0" + 17 3'0" + IT l.tl 02- 0423.03 Application Filed) l 47. 0 NO X0, OX, OXO 17 + 2'8" + 1'D" COP- WL-MA0169-02 02- 0423.03 Application Filed) 47.0 NO 17 + 2'10" + 17 1' 2" + 2'8" + 1'2" 17 + 2'8" + 17 1' 0" + 3'0" + 1'D" 17 + 2'10" + 17 17 + TO" + 1'2" 2' 6" + 2'6" + 2'6" 2' 8" + 2'8" + 2'8" 2' 10" + 210" + 2'10" 3' 0" + 3'0" + TO" XX, OXXO 2' 8" + 2'8" COP- WL-MA0167-02 02- 0423.03 Application Filed) 47.0 NO 2' 8" + 2'8" 2' 10" + 2'10" TO" + 37 2' 6" + 2'8" + TV + 2'6" COP- WL-MA0170-02 02- 0423.03 Application Filed) 47.0 NO 2' 8" + 2'8" + 2'8" + 2'8" 210" + 2'10" + 2'10" + 2'10" TO" + TO" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade 8CC0 protocol PA201. PA202 & PA203. a Oakcraff AR EK" r' nr.re.wss e:WTM 1100.5 wkr.•...+p"6+r o..n Ore 29': MdSOn1L! In Ilfeld ll Oaldl COePOedliOn Owcom.o:q popnm or poaw mwo.emem makesaoec4kxcm. Aesgn and a04"n 6, W aypaa I4 Charw "41bW "014:e. Opaque Units COP-WL-MA0100-02 FIBERGLASS DOORS 6'8" Height — Inswing 1, 1 2'0" 2'6" X 2'8" 2'10" 3'0" 3'6" I 1 Mal 1 1• r 1• • , COP-WL-MA0101-02 01-1031.01 76.0 NO Not Listed Not Listed ArrangementI(width) X0. OX. OXO 2'8" + 1'D" MasonileInternational11BCCO COP-WL-MA0103-02 02-0109.10 Application Fled) O• Rating 55.0 Impact, NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 1'2" 37 + 1.0" 3'0" + 1'2" 17 + 21" + 1'0" COP-WL-MA0104-02 02-0109.10 Application Filed) 55.0 NO 1'0" + 2'10" + 17 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 37 + 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" + 210" + 2'10" 37 + 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" 210" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0105-02 02-0109.10 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 37 + 37 + 3'0" + 37 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 byASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. 13 Oakcraff AR EK" 1-• l ea t•al"1 alb I.om fIMI:Yf I.A,55 Y.NYMY 000N5 L '. Adla 79. 2W2 OW cW—V oaodlam of woduO .nllrovemM maan svec "WS. dngn and podun Masonite International C o r p o r a t i o n Onaa Su to cna w -.r-o n9 Opaque Units FIBERGLASS DOORS 6'8" Height — Outswing r . 2 COP-WL-MA0121-02 MMr., 111111111qJ4151 01-1031.02 76.0 WTI. •r NOX 2'0" 2'6" 2'8" 2'10" TO" 3'6" Not Listed Not Listed Arrangement X0.OX, OXO 2'8" + 110" COP-WL-MA0123-02 Miami -Dade 02-0109.09 Application Fled) 55.0 NO 2'8" + 1'2" 2'10" + 'IT 2'10" + 17 3'0" + 17 TO" + 1'2" 1'D" + 2'8" + 1'D" COP-WL-MA0124-02 02-0109.09 Application Fled) 55.0 NO 1'0" + 2'10" + 17 1'2" + 2'8" + 1'2" 1'0" + 2'8" + I 1'0" + 3'0" + 1'0" 17 + 2'10" + 1'2" 17 + 3'0" + 17 2'6' + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0122-02 02-0109.09 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" TO" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0125-02 02-0109.09 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10' + 2'10" + 2'10" 3'0" + TO" + 3'0" + TO" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design 8 geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. 13 O akcraff AR 4 EK'" ,..,.....,, ,.•T FrMY."GI.AS{ F:N I'NY,000"( rOw4••"w fM•nrlwrDw, fie 29• Masonite International Corporation Our romvwiro orotVam of poCW imwomrNd m*l SmAicatcm. asps m0 ao" eeua s Wa W cnxge ";man iaua. Opaque Units COP-WL-MA0100-02 . .. FIBERGLASS DOORS 8'0" Height — Inswing r i l.r• I 02-0109.08 COP-WL-MA0106-02 (Application Filed) I' r . •i 70.0 NO r• X r r 2'0" 2'6" 2'8" 2' 10" 3'0" 3'6"' Not Listed Not Listed r•Multiples X0, OX, OXO width)i 2'8" + 1'0" r COP-WL-MA0108-02 I.r• BCCO 02-0109.08 Application Filed) 1' Rating 55.0 r.r NO 2'8" + 17 2'10" + 1'0" 2'10" + 1'2" 3'0" + 1'0" 3'0" + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0109-02 02-0109.08 Application Fled) 55.0 NO 1'0" + 2'10" + 1'0" 17 + 2'8" + 1'2" 17 + 2'8" + 17 17 + 3'0" + IT 1'2" + 2'10" + 1'2" 1'2" + 3'0" + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0107-02 02-0109.08 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" TO" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0110-02 02-0109.08 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 210" 3'0" + 37 + 37 + 37 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 8CC0 protocol PA201, PA202 & PA203. Oakcraff AR EK" el-1!M(: •. A.\<e; N'1'NV MOON[ Nw4.r.IrMA-lw 0.er, Ap' 29. 2W Ow C".k.V MOgam a M0" mpovemem mSkel SOe d CalO .Oel.Q" !00 0100u 1 OeW SYDren to COinQe .4MN MCC. riU"1 . ir 10 Masonite International Corporation Opaque Units FIBERGLASS DOORS 8'0" Height — Outswing Arrangement(width) X 2.0" 1 M111111 t1' • r 02-0109.07 COP-WL-MA0126-02 (Application Filed) r• • 1 1 1 70.0 NO 2'6" 2'8" 2'l0" 3'0" 3'6E Not Listed Not Listed Arrangement1(width) 2'8" + 1'0" masoniteInternationalMiami-DadeI COP-WL-MA0128-02 02-0109.07 Application Filed) DPRating 55. 0 tmpactnate1i NO 2' 8" + 1'2" 2' 10" + 1'0" 2' 10" + 17 3' 0" + 17 37 + 17 X0, OX, OXO 1' 0" + 2'8" + 1'0" COP- WL-MA0129-02 02- 0109.07 Application Filed) 55.0 NO 1' 0" + 2'10" + 1'0" 1' 2" + 2'8" + 17' IT + 2'8" + 1'D" 1' 0" + 3'0" + 17 17 + 2'10" + IT 1' 2" + 3'0" + 1'2" 2' 6" + 2'6" + 2'6" 2' 8" + 2'8" + 2'8" 2' 10" + 2'10" + 2'10" 3' 0" + 3'0" + 3'0" XX, OXXO 2' 8" + 2'8" COP- WL-MA0127-02 02- 0109.07 Application Filed) 55.0 NO 2' 8" + 2'8" 2' 10" + 2'10" 3' 0" + 3'0" 2' 6" + 2'8" + 2'6" + TV COP- WL-MA0130-02 02- 0109.07 Application Filed) 55.0 NO 2' 8" + 2'8" + 2'8" + 2'8" 2' 10" + 2'l0" + 2'10" + 2'10" 3' 0" + 3'0' + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonile.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade 8CCO protocol PA201, PA202 & PA203. a Oakcraff AR 0 EKI" 1."r•,n '1e •.1 /.< r1ly Main YIHI: HGI.ASS F'N'1'HY nOOHS rb,•r••"w rM•H [rHn Ow. or• r' o'c 29•2W Masonite International Corporation ow comnnmq oropnm of voawt imoro cm nlAn soccifiotom. dn;g...d olodw omd suawo to doge -Mm mHZc. X Unit 6• TYP. 6- TYP. UNIT 87 UNIT 13-15/16' 17-1/8' MAXIMUM ON CENTER TYP. I If It 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" MID-WL•MA0O01.02 SINGLE D••- Latching Hardware: Compliance requires that GRADE 3 or better (ANSVBHMA A156.2) cylindrical and deadlock hardware be installed. UNITS COVEREO BY COP DOCUMENT 3146 or 3166 Compliance requires that 8" GRADE 1 (ANSI/BHMA A156.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. fasteners analyzed for this unit include 18 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NDS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. 0 o...... o..., " aprd 29.2002Masonite international Cor orationOwcara+wvvld aopnm 01 wooua r•+ao.emem mNes soecalcnons. P 0esgn Ana w0duo deud subnt 10 CNpe wdr—i n014e. XO or OX ' I l f t Unit SINGLE DOOR WITH 1 SIDELITE 6- TYP. 6'8" UNIT 8'0" UNIT 13-15116' 17.1/8' MAXIMUM ON CENTER TYP. CountMinimumFastener 6 per vertical framing member 7 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. Rough Opening 1 Width of door unit plus 1/2" Height of door unit plus 1/4" t t t I .1 t f Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA Al56.2) 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 e10 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. A111d29 2M2 Matonite international Corporation oM ront ;r.: — "tMIAnn mJ'•tn rwt nW rl InrCANtOnI, orlon anc Y%. dew WNW to [rung[ wdnoW not". oxo Unit SINGLE DOOR WITH 2 SIDELITES 6- TYR 6'8" UNIT 8'0" 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. Rough Opening 1 Width of door unit plus 1/2" Height of door unit plus 1/4" I f f f f f f f i f f 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 3116" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others. must be anchored properly to transfer loads to the structure. a e.a"...ar r•.. AWa29.2002 Masonite International Corporation Oo Cw:w w wN" w wwoG :rV+c":eN myei wccatpu:•. awn im wuo•a &U, swneo m :1-W .4•an Wa . OXXO Unit DOUBLE DOOR WITH 2 SIDELITES 6 TYP. a TYP. TY TY P. 1 1 1 l 1 1 1 1 l 1 1 1 1 1 ll ll l ll ll l 11 ll 1 JTYF I II 11 I 11 11 f 11 li 1~ 13- t I , Minimum Fastener Count 6 per vertical framing member 16 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. UNIT 8'0' UNIT 5/16' 17.1/8' MAXIMUM ON CENTER TYP. Width of door unit plus 1/2" Height of door unit plus 1/4" Latching Hardware: Compliance requires that GRADE 3 or better (ANSVBHMA A156.2) cylindrical and deadlock hardware be installed. UNITS COVERED BY COP DOCUMENT 3147 or 3167 Compliance requires that 8" GRADE 1 (ANSI/BHMA A156.16) surface bolts be installed on latch side 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 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 8 PA NOS for southern pine lumber with a side member thickness of 1.1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and 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. a 4A29.2002 Masonite International Corporation Ow cmaiw•g poaam a wodw mWo.emtm manes swdtatgfls. oesgn and poaml dnad svWw cnanpe "h" note xx Glazed Inswing Unit APPROVED ARRANGEMENT: N : o'' . L0 i'•al4Js: Double Door Maidmum unit size. 6.0- a 6'8- Design Pressure 52.0/-52.0 Limited water unless special threshold design is used. COP-WL-MA0142-02 FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". r Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design andgeographic 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 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: ao na na 00 00 000 00 100 Series 133. 135 Series 136 series 822 Series 1/2 GLASS: 00 00 00 00 00 00 105 Series 106. 160 series' 129 series' 12 RA.. 23 R/L. 24 R/L 107 Series' 108 Series 304 Series Series' This glass kit may also be used un me following door Style: Eyebrow 5-panel with scroll Oak raft AR EK'- r.......... :..T r:,er:N( LASS ENTN I' April 29.20D2 Masonite International Corporation tM eomna,e naopram of Moduet • YWCmem makes %WAiCa,am. &SO and O.od„ [, druid $UW tocrwpe -dnournm<t XX Glazed Inswing Unit COP-WL-MA0142-02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 404 Series 410 Series 109 Series 114, 120.122 152 Series 149 Series 300 Series Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number. Ramesh Patel, 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 0akcraff AR k EK" NrrrwerNrMNu(.v. Der, a April29.2002 Masonite International Corporation ow com ft n MW7m or Oroaw m",tmerir mitts swir" orm onie" im1 woomi onsl sueim 10 C Wet "IVA nerKq. XO or OX Glazed Inswing Unit APPROVED ARRANGEMENT: COP-WL-MA0143-02 FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 37 x 6'8". Single Door with 1 Sidelite Matdmum unlit size - 6'0' R 6'8' Design Pressure 52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national. state or local building codes specify the edition requlied. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0003-02 or MAD-WL-MA0006-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0003-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 00 °® 00 00 00 D0 00 100 series 03. 135 Series 136 Series 822 Series 1/2 GLASS: 0 0 00 00 00 00 00 00 105 Series 106. 160 series' 129 series' 12 RA.. 23 RA.. 2e RA- 107 Series' 108 Series 30e Series Series' This glass in :nay also be used in the following door style: Eyebrow 5-panel with scroll Oak raft rod• ra n 'fc.,.,..1 AR k EK" T 1)V/:M,:l.\\i L'1'I'N 1' 1),)1)N\ U.—F—.4. r.v, D— Ap1d29.2002 a.• Masonite international Corporation 0.r,or--;rn 9—a dowel maweme.o.wn\oeea.exo.s.on.o-,ro ;rae.el om. \..twa Iccrwve -4-W MIS,. XO or OX Glazed Inswing Unit . FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: CID as = ?k 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, 231L 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, 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). r / aa 5_ State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 raffOakAR k EW 1!. r .. A S.1LN'.' M 1 ,."". M.S •a U.—./ r—p.. e.,, 0a April 29. 2002 Ow co.a"rnq oragn Of 010O t mno.enum mxes soa:4xons. des.pn SW aodW xw s.Tec. ro C"C .tl.qul 104, Masonite International Corporation Ox0 Glazed Inswing Unit FIBERGLASS DOORS APPROVED ARRANGEMENT: 7!; Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Single Door with 2 Sidelites Maximum unit We • 9'0- x 6'8- Design Pressure 52.0/-52.0 Limited water unless special threshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0004-02 or MAD-WL-MA0007-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0004-02. APPROVED DOOR STYLES: 1/4 GLASS: 00n0 a0 00 00 D0 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: 0 . 00 00 00 00 00 00 00 105 Series 106. 160 Series' 129 Series' 12 RA.. 23 RA_ 24 R/L 107 Series108 Series 304 Series Series' This glass kit may also be used in the following door style: Eyebrow 5-panel with scroll Oak. _ raft AR k EK" - VAUCKCLA. s\ EN 1'Ml' UUnw\ ras.r...r.E r..puE.vr Oesn Q ' QS4;Masonile Aord29.2002 international Corporation Ow ca"+w.q wooram a wodup .nao.e Wm mAes gw4c ro"s. on.en am oroow omd suoRcl to Motor mutap notice. Ox0 Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: al, as 404 Series 410 Series 109 Series 114, 120. 122 152 Series 149 Serbs 300 Series Series APPROVED SIDELITE STYLES: 129 Series 200 Series 12R, 1ZL, 23R, 23U 450 Series 152 Series 149 Series 109 Series 120.122 Series 300 Series 24R, 24L Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, P.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). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 0ak.raff AR k EK'" VJUL'M ;LAJJ 12N"K1' U<I()MJ Iin.T.owN rlM(YY rlV, Dae.. a April 29.2002 Masonite International Corporation Ow wmmu•q orooram or aooua irnmo.emem mAes swr fc rions. eesgn SW Oroeun 10" S OJeC ro C"V 1 wuram norcr. OXXO Glazed Inswing Unit FIBERGLASS DOORS APPROVED ARRANGEMENT: o 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 with 2 Sidelites Maximum unit site • 12'0- x 6'8' Design Pressure 52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistam requirements for a specificbudding designand geographic location Is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0005-02 or MAD-WL-MA0008-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0005-02. APPROVED DOOR STYLES: 1/4 GLASS: a0 00 00 00 00 000 00 100 Series 133.135 Series 136 Series 822 Series 1/2 GLASS: n [i ou uu n a nn on 00 as 00 nn 105 Series 106, 160 Series' 129 Series' 12 R/L, 23 R/L. 24 RIL 107 Series' 108 Series 304 Series Series' This glass kit may also be used in the following door style: Eyebrow 5-panel with scroll Oak raft AR EK F-ERCLASS LN'1'NY nOOMS rhe.A.vNrw.p... Lw.roo«. xC.'Mq• — S rl C/"1 VI. n i. Apra29.2002 Masonite International Corporation ow co"w ,V WOWam or MMo mWordnMl nuns sdKdiiHons. ongn and Woducr 0 1 swrrccr m O.V. rok<. OXX0 Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: e0e Series e10 Series 109 Series 11e, 120. 122 152 Series 149 Series 300 Series Series APPROVED SIOELITE STYLES: 77 a 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, RE./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). IState of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft 1.11f 1'ft r:l.\\ L'NI N\ `Il. rflN AR k EK'- ea•r..va r..af.utwrgfaf f.. . Mn i(/VV S o,• r o. Mrd29.2002 Masonite International Corporation Our comewrq ompam or mo" maaemem main sotcacaons. oesgn noocean oetal $.*a t0 eMlge "r-M .gee. XX Glazed Inswing Unit APPROVED ARRANGEMENT: 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 site • 6'0' x 87 Design Pressure 40.0/-40.0 limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national. slate 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: IMM as as 822 Series 1/2 GLASS: 0n ao 404 Series 108 Series Oakcraff AR 4 EK'' r'ruGrr:t.AX3 LN'r'M1',DOORS r+ol.s..vNre.rr4u E-"nee.. April 29. 2002 ow eomwoeq . ,00, m 01 moeun :nyo• m noses %MdiC tons. oesgo me pfoaun M a so n i t e International Corporation oeu+ See^r 10 CMge WOW nOKe. 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: TESTEOIN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oakcraff AR EK" E..l.....i, t.om PIUUMIiI.\P.\LKINI uuua.. w.r.,vr e«p"E-v. Dw.. M e 414n.2002 Masonite International Corporation Ow coftwm p.ppnm ofpoft.0 Mp,orenn tl makes SpecilKa o-. asp" and WOW eena S.Wa to ch w viltpd Wl ' XO or OXCOP-WL-MA0148602 Glazed Inswing Unit I 890" FIBERGLASS DOORS APPROVED ARRANGEMENT. o o 1 Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 87. Single Door with 1 Sidelite Maximum unit size • 6V x 8.0' Design Pressure 40.0/-40.0 Umited Crater 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 ]-national. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0003-02 or MAD-WL-MA0006-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0003-02. APPROVED DOOR STYLES: 1/4 GLASS: DID as an series 1/2 GLASS: El as 404 series 108 series 0 Oaks- aff AR k EK" r., ,,..1, I,•, 11U1:M(;1.A%N CNN MS' nn11M,1 ra+a••./•ara..rauE. Ooo•. Apld 29. 2002 M a s onI le International C o r p o r a t i o nOWC-d"V Wopam of pvoau .norQK ICm mates SMd4~S. oesgn aM O.MuCI I. SWryRI W CIU"et -d Mlts XO or OX Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 810 series 300 Series APPROVED SIDELITE STYLES: a ISO Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, RE./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). IState of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oakcraff AR EK- T.,,,.11F'r<. <n rruc+c[.Ass eq'r." UUUMS faro_ April 29. 2002 0w cott_tV Drag". m Drooan moro<cme..a[tssotcdta;om. Avonand orooua stud SuC1tC1to C"t ... .0". Masonite International Corporation Ox0 Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: 149, 0 0 Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 87. Single Door with 2 Sidelites Matdmum unit size • 9'0' x 8'0' Design Pressure 40.0/-40.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant repuiremelts 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: as 404 series Om as as 822 Series 0 108 Series 0 Oakcraft AR o EK" r..,..;..,,... OU CM.:LA\] L r«r unr.r.. w.a....ee...p." t..p Om. Aprd29.2002 Masonite International Corporation W e0m.umlp 1,100 am 01 11.00un n,ryorem[m Dykes s0eca"Om. 0es.en am vwd l Lid subject r0 clopt wdrq a M 4'. Oxo 10.E t Glazed Inswing Unit 1 S'O" FII BERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 810 series 300 series APPROVED SIDELITE STYLES: a 450 Series 852 Series 810 series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). IState of Florida, Professional Engineer IKurtBalthazor, P.E. — License Number 56533 Oak AR EK" ,..1..;..1,1... IF1,1I:14GLASS 11INTIty GOONS —T. F—g—Ew a0.. . 0. Apra 29.2002 Masonite International Corporation W eOMMU6 Q Pf" Im 01 0100W i "Mnem mites s0e d"00%. 0esir i110 M0dw s Dien to c"? warm Mike. OXXO Glazed Inswing Unit 890" FIBERGLASS DOORS APPROVED ARRANGEMENT: O 0 Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door with 2 Sidelites Miudmum unit size • 12'0' x 87 Design Pressure 40.0/-40.0 limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual designpressure and Impactresistant repuiremems tot aspecific building design andgeographic location Isdetermined by ASCE 7-national, state or local building codes specity 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 as as 822 Series 0 108 Series Q Oak raft AR EK'" r.c111S.<Ir 11am 4:1UI'X(:lASN 11'WrMS' 0011.5 b+i.vNlMrl.0 erry 0oen r-y A• ePRfMV.. G.I,,.,i, Apra 29•2W2 Masonite International CorporationOwcom-4 v eloeram w mmales 010" .M'oeee'd SMdi"ionS. eesgn and moeuet am, S11Eren to C"e .00A M KC. OXX0 Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 8to Series 300 Series APPROVED SIDELITE STYLES: i s 450 series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). IState of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 0ak_raft AR k EK" IIIUCKCLA\ .% CNrMN' r 141"S e4n4.r.N 1—g.. bv, D— MA" / O Apre 29. 2002 Masonite International Corporation Ow Cowkwv prowam of pooml 0_0 eN m4kC3 WO d"Ons. Onion Sn0 1,0ow ee4i Suborn to CMnee . ftxl W" XX Glazed Outswing Unit APPROVED ARRANGEMENT: U FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed TO" is 6'8". Double Door Maximum unit We . 6'0- x 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 requirements for a specific building design and geographic location Is determined by ASCE 7-runional. 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-W L-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation'details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 00 00 as 00 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: 00 an 00 00 an an 105 Series 106. 160 Series' 129 Series' 12 RA- 23 RA.. 24 R/L 107 Series' 108 Series 304 Series Series' this glass kit may also be used in the IWlowirg door style: Eyebrow 5-panel with scroll Oakcraff Ie.l.•e.l AR EK" r..l..:..l.l.._ N'...•.I.I.n 1 1111!NI:LA.\.\ lK'1'N l' UI11)N.\ Na.4.vNllwruu (.vl Oew. alr-yya• QSApril29.2002 Masonite International Corporation W comd"V woWam at o.00va . xo.cmem main smd"*ns, atiign alld vadu t d[Ua udw. la t..net Nllrglll aa14a XX Glazed Outswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: as as 404 Series 410 Series 109 Series 114. 120.122 1S2 Series 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). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 O akgraff AR k EK'" r.,l..... , ..T l \L: 1'tUX(;LA1 NrkY UUII"\ F—U.—rM,.. Ew 0— L April 29.2002 Masonite International Corporation W co01.M00e pogrom or WoaW / DwoK tOt mikes 30Kd<NC03. 0eSp0 t00 e100W wowcl to C"e .+IOW 001<e XX Glazed Outswing Unit APPROVED ARRANGEMENT: 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 87. Double Door Maximum unit six a 6'0' x 8T Design Pressure 47.0/-47.0 Umited [eater unfess 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 defermined by ASCE 7-nalional. sale or bW 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: a 00 404 Series 11111 00 00 822 Series 108 Series U O akcraff rain F Te AR 4 EK" [.. ..Ir Irer. A • .J I ItlLM( LASS UNT. ' U00"5 U.- E-Oean Aprd 29. 2002 o..r.., o.... M a s o n i t e International CorporationOwcontnvmeaoeramorwoaoct -wo+emem awes sts[ ii"ons. oes.rin ano mooed O[Ud fWKKt ro C..W wWI A ,qb[[ 4 3 5 G!L STEEL SKINT 4 c SKINT S STILES FOR IV WIDE DOOR. A to (roP * maEnR) MWalt REV. N Ill gWL SSB GLASS OR A 1 i'$EE e-0 AVG4AOLL j y r y y y r E hR1171mllimmll orVIDTS NOTE 1: DOORS OVU Y-0•19CA1 00N56T Or (4)SEi110N3 (). 1 r- 2- TICK 23 G 19N. STEEL SNN COATED WFW C-40 NIN. GLVA BNB. aN®-ON PNYEA• AND A 9NED-ON POLYESTER TOP COAT APPLIED TO BOTH SIDES Or STEEL SKWA SDP W JOINTS. 3• TALL U-BM 20 G GLV. STEEL NDN. TOLD ST ER M: SD L 3 I- 1-7/e- T 4 C OIL NW-11 WIN A L O Tom wr= KEYED EEG( POSITION MAX DOW WIDTH - Ir-0- INR,P nTVATIONS MINT RRAE WITH U.V. 1 J IAO SCEWS OM 19 GT1fTR3. I OD. IA>L OWING ON OUTSSURFACE WA94R REDIIWD. IIO SOREW5 Wr BE OOLMOW99T Caul Nor RFaIfED) ro PINOvIOE • RL. NDUKT9ID SMACE. MORMCIAL JAt185 00 NOT TRAMW R LAID. n eP1oNAI l0 as.v. awssoRIWr1oDWurEMNaLDm 9L90E 1/ e ACMFC LRC SECTION R-R 6 REVISIONS DATE: ECN NO. APPVD: I OESCRI 11/ 00 - MWW I OTY (I) WAS (2) FOR TRAGIC BOLT 20 G ION. END STILES ATTACHED To DOOR SKIN WITH PATENTED TOO -A -MAC SYSTEM TOP. OOTOY 4 CE TEAj. g WOCO 4" WITH, F1( A3O1G CAL". SYE L iW 0"007. 3) 3/I,S'Tilx/e' WOOD LAC SC;mW& LISTEDIS: DOUBLE TRACK ILOWME40AOOMISAVA{ IOLp AN oPTOR NEW V 11 T 4 i• EALV. STEEL iRAGL Z• wK TRACK n0000 5S: MP09IIONQ719. 2-1/2•.12 G GLV. STEEL TRACK BRACKET. TWO POW LOOKING (4) mix BRAOTt3 PER 3TDf. b lNR TOP BRAC2T REPORT# 9606C t 3• . 30 IN V-B4-SO-2U-BARS IN A M t PATTERN ( IL TWO U-Bo0 ON BOTIOK SECTOR ONEU-690 ON NEXT SEcnoK Cm) lled/e• SHE[i METAL SCREWS HOWONTAL TRAO( SUPPORT Dow m7mmm (ro 9 ICJ Fs - YE N. g H!W Y'• STOP MOULDING By oom OWALLER (ro SUIT) M YELDW PW JANe 20 G WK GALV. STEEL END STILE 20 G GALV. STEEL INTER. STILE 12 CA GLv STEEL TRACK B LIRE RETAINER e.3 4• PAR MEAD SCREW f5pulLm- = FASTENED T WON D 10SCREWSPERLITE) ONE LAC eNANOCRSON21CENT06 (C-90 PER TRACK BRACKET. Gtt4CENIEIO (7D00 P9 NN. COr10EiE) OR `)/1e• I.D. ROLM PV90 I OIMP 7 (x,000 ENCYCFSSLurCNRROLEER BR ONE bVPONTO Uf1 011 K. DO. — ION rAS1ERE1 ( OEPERROLLER) ie G fJLv. sTE[1 fD11E31 NdGE A ER s1EESEMGIG6. 1 IDLES. 101. WASHER RCOIA® x• VW. STET TRACK rASTENm ro to G CKv. STEP, ROLLER O1f. rA57EOD ro WfEI. 9RE5 W/(a) EACH BRACKETATVCIED •/(.) INrEt. FAGN SIDE OF DOOR. WITH TAPCONS. ANCHORS WYBe IDOt9RIEL9A9( 12 G CAM STEEL TRACK BRACKETS. rASTE E ro ED STIIES UCNR W/(.) ll.d e' STET EErAL SCREWS R NETT PPS14d/IYSHEEPMETALSTILEi )N O y,J MDTTRAG( ATTAoIm ro GGI BRACKET /l.a(e• S9 T FETAL SCREWS NO DO WITHONE1/4•dro• BOLT • NUT 4) 1 .•.3/1 SfIF TAPP9IC Sp& PER END HINGE. TRANSrm UDFO. OR TWO 1/4• BM PINTS. OUTSIDE KEYED Mw" STEELrw C0000DID2* OM SNORT•STEIA. 10 BALL STEEL ROLLER STILE 14E. EACH rASTENED 10 00 STILES/( 14. 3/e• S 9190E NANOLE PR:PMArx, N Or LINTS Br OTITIS •••SEL'DON C-C PEORDA P 93 £ NCRw CAROIINA Pc. 023532 4) 1/ 45J/4- SELF _ EtK LOCK BAR TAPPING S' nLt!+t +' GAIN NOTE 2;tNE R pr yy pprpTS DESIGN LOADS: +24.0 PSF & -24.5 PSF OUTSIDE IUNOLE EACHSIDE SHALL BE THE rESPGrse9nr a ENE PROFESSIONALOF TEST LOADS: +36.0 PSF & -37.0 PSF Or DOORREGARDFORTHEBUILDINGORSTRUCTUREANDINACCORDANCE3• ILL . 20 G GLv. STEEL U-BARS ED SLOE IN A 2-1-2-1 PAr1Ew17U (It nw u-0Arts sTREBOLT EDEc Ec,, DES WITH CURRENT BUILDING CODE FOR THE LOOS LISTED ON IACOUL w9.KP .Wc Wam N au IE6 auW91G. wt eN ...9m A"' Emoss). PART NO.: am BOTTOMBOTOYSECI101M, 0KE u-BAR GI AM mcIDN ETC EACH U-0M ATTACHEDWITH 1 J 4' SEV TAPPING SGe.YS PER SNE INTO VERTICAL TRAOL ONE LAG( 0r1 LOCK KoncL. UN9s. SI9lWe OU,...Ea. TOLERANCES 312 TTtiWd A $ESL TWO CuNritKNa6 OH 45202 SIDE OFDOOR. a wm 4o d... e, —L Ws.. -AK anIDEAL 0 t. 03 WEuiiii9oa 0=30L I. Na 1-513-M-35 9 13G GLV. STEEL 144A SHEET L ARAG1m WITH (x) 114d/e• SINTER Nr[fAL SCREYYS 9. a.,. i w m9eeiy w amep ..1 Nam IDES t• 015 000 . t. 00S 0000 - t. 001 DESCRIPTION: MODEL 6RST W4 16-0 x 8-0: 24/-24.5 DESIGN LOAD SCALE: NTS R DRAWN BY: BMM GATE: 4 IB IDES DWG. ALDIoaIN EXTRSION z Z DI i' y o..n... Oegreee e t I/T CHECKED BY: M1YYl DATE: 4/18/00 SHEET I OF I SIZE L e wMWGTNERSTRP. Third Angle Project on - o rswN 9Iocs. OWG. NO.: 102138 REV. NO. 1 3 MY, A It I i 2 11 MODEL: 6RST (25 GA STEEL SKIN) REVISIONS MODEL: 4RST (24 GA STEEL SKIN) REV. NO ZONE: DATE: I ECN NO.1 APPVD: I DESCRIPTION OPTIONAL DS8 GLASS OR LISTED 1 IA4 11/00 - MWW OTY (1) WAS (2) FOR TRACT( BOLT18• ACRYLIC UTES AVAILABLE 1) INTERMEDIATE STILE ( SECTION B-B) ATTACHED W/ TOG -I -LOG [[TppP k 80 20 GA MIN. END STILES ATTACHED TO DOOR AND URET}LWE ADHESIVE (ALANC CENTFl SKUI WITH PATENTED TOG-L-LOC SYSTEM -) I-- 2• Tap( 3• TALL U-BAR HORIZONTAL TRACK SUPPORT BYr' .y A OP, BOTTOM k CENTER). : 20 CA GALV. STEEL DOOR INSTALLER (TO SUIT) D cif a F 13 GA. GALV. STm FLAG BRACKET. I REPORT#9606C IDEA M FACtiI EACH FASTENED TO WOOD JAMB WITHROUIERTRACKETEDEACH3) 5/16%1-5/8 WOOD LAG SCREWS. I STEEL SION25GA. NCOATED 1s/e' 9EET METAL HM' DOUBLE TRACKLOCKPOSITION ( BOTH Sm) WITH A FLAKED -ON PRIMER, tj TRACK CONFIGURATION A HEADROOMLABLE OPTIONTWOPOINTLACKINGANDABAKED -ON POLYESTER 51w LAD A7otR = TOP COAT APPLIED TO BOTH DOORSIDESOFSTEELSKIN. o14acALv. STEEL HEIGHT 1• ONE 3• TALL x F( TxmTO END $ 6 - 72" GALV. STEEL. TRACK, 20 GA. U-BAR (50 KSI) STILES W4) l.o e• E -0 6 PER DOOR SECTION. SHEET AL .L. MIN. TRACK THICKNESS: .060• _ END SLIDE BOLT a (4) 1/4•0/4• SELF 8 -0 88ISTILELOCKENGAGESfWi11IOSCREWS. OINTOVERTICAL3: CTRACK. ONE TYP. 2-1/2•x12 GA. GALV. STEEL TRACK BRACKET. p 5 LACK ON 3• TJSE T N. u GALV. Z_ M III "` - A EACH SLOE STEEL U-GAR. ONE (4) TRACK BRACKETS PER SIDE PFR SELIIDN. FAOI U-flN CRAG® OPTIONAL OUTSIDE KEYED LACK POSITION OF DOOR. WON TWO 1/4•a/4' SELF TAPwIO aLARK. DOOR WIDTH 9'0• SlGSWS Pat SIgE LOCATION. p LHR TOP BRACKET INSIDE SLOE BOLT DOUBLE HORIZONTAL O/14x5/8• SHEET METAL SCREWS LOCK OPTIONLiNOTEI. DOORS UP TO 7'-0• HIGH CONSIST OF 4) SECTIONS (SHOWN)). FRONT FRAME WITH U.V. DOORS OVER 7'-0• HIGH CONSIST OF (SS SECTIONS (NOT SHdMM). ON OUTSIDE SURFACE DOUBLE TRACK p 0 13 GA GALV. STEEL BOTTOM LOW HEADROOM OPTION 1/4"x3/4• SELF 1 2 x3• LAG SCREWS ON 24 CENTERS. t• 0.0. MIN. /1BRACKET' SHEEETATTJ LLETWITH WS.1w; TAPPING SCREWS. WASHER REQUIRED. LAG SCREWS MAY BE COUNTFRSUNN SB q S OR OPTIONAL 10 SCR14GAFNDHIN .:'[ 18 GA INTERMEDIATE HIN (BUT NOT REQUIRED) TO PROVIDE A FLUUSH MOUNTING M ACRYLIC UTE WINDOW LJTE MEW 'R VIEW .C. SURFACE HORIZONTAL JIWBS DO NOT TRANSFER LOAD. SECTION B-B SECTION A -A (SIDE VIEW) 2x6 YELLOW PINE 12 GA GALV. STEEL TRACKBRACKETSFASTENEDTOWOODJAMB WITH ONE 5/I6•x1-5/8• LAG SCREW PER TRACK BRACKET. 2- GALV. STEEL TRACK FASTENED TO J 12 G4 GALV. STEEL TRACK BRACKETS. TRACK ATTACHED TO EACH BRACKET WITH ONE 1/4•x5/8• BOLT h NUT OR TWO 1/4• DIA. RIVETS. 8x3* PAN HEAD SCREW 0 SCREWS PER LITE) a- ENDVERTICALJAMBATTACHNT (-QO B MOLDED INSIDESTOPMOULDINGBYDOORINSTALLER (TO SUIT)2 p51 MIN' ANCH t>• ON fl— LITE RETAINER 8 :4° SLEEVE ANCHORS ON 24 CENTERS (BOTH20GA. MIN. GALV. STEEL END STILE C-90 BLOCK OR 2.000 PSI MIN. CONCRETE) OR INTER. 1/4"x4• TAPCON SCREW24" CENTERS (z.000 r-SNAP LATCH ENGAGES STILE 20 CA GALV. STEEL INTER. STILE PSI MIN. OONCRETE). WASHERS LNGLUOFA WITH SLEEVE ANCHORS. O.D. MIN. WASHERS REQUIRED WITH TAPCONS. ANCHORS MAY BE COUNTERSUNK INTER. STILE BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE HORIZONTAL JANOS DO NOT TRANSFER Lam• OUTSIDE KEYED 18 CA GALV. STEEL CENTER HINGE HANDLE FATTENED TO INTER. $TILES W 4) 1 I4x5/8• SHEET METAL SCREW$. I { GA. GALV. STEEL ROLLER HINGES FASTENED TO END STILES EACH W//(4) r14x5/ 8• SHEET METAI. SCREWS iND 4) 1/{•x3/4• SELF TAPPING $CREWS PER ENO HINGE. OUTSIDE KEYED LC ONTO VERTICAL. TRACK ONE SNAP LATCH ON EACH SIDE OF DOOR. OUTSIDE HANDLE END II l> STILEOUTSIDEKEYED LOCK INSIDE HANDLE LOCK BAR LOCKING PREPARATION OF JAMEIS BY OTHERS `2- DIA. SHORT STEAL. to BALL STEEL ROLLER. Nonni LV4- Sww OIM.Fs. JAMB CONFIGURATION rIla-Nmloo. TOLERANCES SECTION C- C A ..AK NOTE 2: THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS ...e. «mu., > arwA.a .0 t. 0300 f 015SHALLBETHERESPONSIBILITYOFTHEPROFESSIONALOF .WwT a can.t n.. m RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE ' t' WITH MARK WESTERFIEL,D, P.E. 14v 0000 1.001 THIS DRAWITBUILDINGCODESFORTHELOADSLISTEDONFLORIDAP.E. 148495 // 'c' OZ. Dog, x t 1/7 NORTH CAROLINA P.E. 123832 l TMrd ° + - IAxcaa Stama OIL__ Projection oxrs>.mwe .nc m .uia 4 3 LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR. DESIGN LOADS: + 25.0 P.S.F. do -32.0 P.S.F. TEST LOADS: + 37.5 P.S.F. h -48.0 P.S.F. PART NO.: - IDEAL 5; A Y!• omomaAlL Fm Ib. I-SUS-762-3319 DESCRIPTION: MODEL 6RST W4 9-0 x 8-0: +25/-32 DESIGN LOAD DRAWN BY: 8MM DATE: 4/18/00 SCALE:NTS DWG.R CHECKED BY: MWW DATE: 4/18/00 SHEET 1 OF t SIZE L DWG. NO.: 102137 1 REV. NO. I 2 9% 9%8nav_r I_^vaw A, - -1 6RM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 2879A Builder: DR HORTON Address: 3+ t\WAt_oDSA. CFxn-"r Permitting Office: City, State: fit_ . 3R7q_-_&7- Permit Number: Owner: Tx i;L . VP(UM>3 Jurisdiction Number: Climate Zone: Central I. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 60.0 kBtu/hr 3. Number of units, if multi -family 1 _ SEER: 12.05 _ 4. Number ofBedrooms 4 _ b. N/A 5. Is this a worst case? No 6. Conditioned floor area (ft') 2872 ft2 c. N/A 7. Glass area & type a. Clear - single pane 319.0 ft' _ 13. Heating systems b. Clear -double pane 0.0 ft' _ a. Electric Heat Pump Cap: 60.0 kBtu/hr c. Tin4ther SHGC - single pane 0.0 ft' _ HSPF: 8.25 _ d. Timother SHGC - double pane 0.0 ft' b. N/A 8. Floor types a.Slab-On-Grade Edge Insulation R=5.0, 173.0(p) ft _ c. N/A b. Raised Wood, Adjacent R=11.0, 460.0ft' 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 ftl 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 PT, _ b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: 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 PASSTotalbasepoints: 38807 hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY:S DATE: 03. OIL hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT: DATE: 4 a 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: EnergyGauge® (Version: FLRCSB v3.2) FORM 60OA-2001 SUMMER CALCULATIONS 4, Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES I18XConditionedXBSPMPoints Overhang Floor Area Type/SC Ornt 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, Clear 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 0.96 268.9 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 1".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 60OA-2001 EnergyGauge@/FlaRES'2001 FLRCSB v3.2 IFOF M 60OA-2001 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 61313.1 61313.1 1.000 1.00 1.087 x 1.150 x 0.90) 0.283 1.125 0.283 0.950 0.950 18544.5 18544.5 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES I18XConditionedXBWPM = Points Overhang Floor Area Type/SC Ornt 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, Clear 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, Clear 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 FLRCSB v3.2 FORM 60OA-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 EnergyGaugeT" DCA Form 60OA-2001 EnergyGaugeWFIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE I 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 1 18544 4898 10495 33937 PASS 4T14E Sr9T t9 a EnergyGaugeTM DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft. window area; .5 cfm/s .ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at 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 Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration regts I 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. RA-99 nTHFR PRFSC_RIPTIVF MFACIIRFC /misaf Fin mat nr nvrnnrinrl his nil 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 ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, Insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Se arate readil 'accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeTM DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 85.7 The higher the score, the more efficient the home. l . New construction or existing 2. Single family or multi -family 3. Number of units, if multi -family 4. Number ofBedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Glass area & type a. Clear - single pane b. Clear - double pane c. Tint/ether SHGC - single pane d. Tintlother SHGC - double pane 8. Floor types a, Slab -On -Grade Edge Insulation b. Raised Wood, Adjacent c. N/A 9. Wall types a. Concrete, Int Insul, Exterior b. Frame, Wood, Exterior c. Frame, Wood, Adjacent d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH: Interior b. N/A New _ 12. Cooling systems Single family _ a. Central Unit 1 _ 4 _ b. N/A No _ 2872 ft2 c. N/A 319.0 ft2 _ 13. Heating systems 0.0 ft2 _ a. Electric Heat Pump 0.0 ft2 _ 0.0 ft2 b. N/A R=5.0, 173.0(p) ft _ c. N/A R=11.0, 460,0ft2 _ 14. Hot water systems a. Electric Resistance R=3.0, 876.0 ft2 _ R=11.0, 785.0 ft2 _ b. N/A R=11.0, 622.0 ft2 _ c. Conservation credits HR-Heat recovery, Solar DHP-Dedicated heat pump) R=19.0, 2091.0 ft2 _ 15. HVAC credits CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, Sup. R=6.0, 320.0 ft _ RB-Attic radiant barrier, MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: n(t / e, Date: 023 03 Cap: 60.0 kBtuft _ SEER: 12.05 Cap: 60.0 kBtu/hr _ HSPF:8.25 _ Cap: 50.0 gallons EF: 0.86 _ PT, yp THE S?gp O c t7 4 Address of New Home: 315 AFPALOO A (-'0V12T City/FL Zip: 17, C-L 3Qq-+ 'coo we-1 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 86 for a US EPADOE EnergyStarr'4designation), 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 wwwfisec.ucfedu for information and a list ofcertifiedRaters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. EnergyGauge® (Version: FLRCSB v3.2) RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R Jab: 2879 MODEL REVISED 10-3-97 109 COMMERCE STREET, LAKE MARY, FL 32746-6206Phone: (407) 831-2665 For: DR HORTON Notes: Weather: Orlando — AP, FL, US Winter Design Conditions Outside db 38 OF Inside db 70 OF Lfesign 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 Construction quality Fireplaces Area (ft') Volume ( W) Air changes/hour Equiv. AVF (cfm) Simplified Average 0 Heating Cooling 2872 2872 22976 22976 0. 70 0. 40 269 153 Heating Equipment Summary Make TRANE Trade Efficiency 8. 4 HSPF Heating input Heating output0 Btuh @ 47°F Heating temp rise 0 OF Actual heating fan 0 cfm Heating air flow factor 0.000 cfm/Btuh Space thermostat 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 Bold/Italic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. Wr'I4gll'1tSCDi t Right-sulte Residential TM 5.0.64 RSR26015 ACC\ E:XFilesldrhonon 287912879REVD. rsr 10.0 EER 40600 Btuh 17400 Btuh 58000 Btuh 1933 cfm 0.054 cfm/Btuh 82 % 2002-Feb-28 13: 29:06 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 Plane: (407) 831-2665 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.70 ach x 22976 W 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/ftZ and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 22976 W 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 ftz Total window = 8.6 Btuh/ftz and door area Procedure C - Latent Infiltration Gain 0.68 x 43 gr/Ib moist.diff. x 153 cfm = 4526 Btuh rroceaure u - tqulpment wzing Loaas 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 0.98 Equipment sizing load - sensible = 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 BoldRtalic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. Wr-eght50ft Rigtd-Suite Residential^' 5.0.64 RSR26015 E:1Files%4rhortoM2879t2879REVD.rsr 2002-Feb-28 13:29:06 Page 1 RIGHT-J WINDOW DATA 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 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 jk_ IfI:Let 3 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 Wr-IghtSOft RightSuite ResidenUalT° 5.0.64 RSR26015 2002-Feb-28 13:29:06 A E:TilesXdrfiorton\287912879REVD.rsr Page 1 w 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 1.9 BEDRM 3 1 90 1.0 1.0 5.0 5.0 47.4 15.0 0.0 i,;t VVrlghMC3ft RightSulte Residential^' 5.0.64 RSR26015 4CK E:Tlleslditdon1287912879REVD.rsr 2002-Feb-28 13:29:06 Page 2 RIGHT-J WORKSHEET0EntireHouse 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 MANUAL J: /tn to. 1 Name of room Entire House LN/DIWFOY LAUNDRY RIM WIC 2 Length of exposed wall 314.5 ft 61.5 ft 11.0 ft 19.0 It 3 Room dimensions 20.0 x 21.0 ft 15.0 x 6.0 It 13.0 x 11.0 ft 4 Ceiings Condit. Option 8.0 ft heat/cool d 8.0 ft heat/cool 8.0 ft heat/cool 8.0 ft heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg I Clg ft) Htg I Clg ft') Htg Clg ft=) Htg I Clg ft') Htg Clg 5 Gross a 14B 4.6 2.1 1028 284 0 88 Exposed b 12C 2.9 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 f0.0 0 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 Cqoling FJW 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 0.0 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 62 807 0 11 144 0 19 249 0 Note: mom 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 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 26.6 8.6 355 9454 3039 91 2424 779 18 479 154 0 0 0 13 Subtotal loss=6+8..+11+12 37246 8592 1184 856 Less external heating 0 0 0 0 Less transfer 0 0 0 0 14 Dud loss 100A 3725 10 OA 859 10% 118 10 OA 86 15 Total loss = 13+14 40970 9451 1302 942 16 InL gains: People @ 300 5 1500 0 0 0 0 0 0 Appl. @ 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 Duct gain 10./ 3234 10 605 10°/ 107 10 'A 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 19M 0 362 0 64 01 15 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wtt'trgl-ft50fC Right -suite Residential^' 5.0.64 RSR26015 2002-Feb-28 13:29:06CAE:tFitesWrharton\287912879REVD.rsr Page 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-3-97 109 COMMERCE STREET, LAKE MARY. FL 32748.6206 Phone: (407) 831-2W5 MANUAL J: rin La. 1 Name of room SrMNG RM MASTER BATH MASTER BEDRM 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 It heat/cool 8.0 ft heat/cool 8.0 ft heat/cool 8.0 ft heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg I Cig W) Htg I Clg ft') Htg I Clg W) Htg I Clg ft') 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 f0.0 0.01 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 d0.0 0 0 0 0 0 0 0 0 e 0.0 0 0- 0 0 0 0•»• 0 0 f0.0 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 Coding EW 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 Horz 0.0 0 0 0 0 0 0 0 0 8 Other doors a 11 A 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 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 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 10 131 0 11 144 0 13 171 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 01sdispl. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0forslaba0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 26.6 8.6 16 426 137 16 426 137 16 426 137 0 0 0 13 Subtotal loss=6+8..+11+12 1444 1494 15N 0 Less external heating 0 0 0 0 Less transfer 0 0 0 014Dudloss10°/ 144 104' 149 10°/ 159 10° 0 15 Total loss = 13+14 1588 1643 1753 0 16 Int. gains: People Q 300 0 0 0 0 1 300 0 0 Appl. Q 1200 0 0 0 0 0 0 0 0 17 Subtot RSH gain=7+8..+12+16 1027 1044 1377 0 Less external coding 0 0 0 0 Less transfer 0 0 0 0 18 Dud gain 100/1 103 10°/ 104 10°/ 138 10°/ 0 19 Total RSH gain=(17+18)•PLF 1.00 1130 1.00L. 1148 1.00 1514 1.00 0 20 Air required (cfm) 0 61 0 62 0 82 0 0 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. 1 w"3t111tsOft R1ghtSuite Residential"' 5.0.64 RSR26015 2002-Feb-28 13:29:06 E.Tll.sldrhortont2879\2879REVD.rsr Page 2 RIGHT-J WORKSHEET 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 MANUAL J: 7th Ed. 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 it 3 Room dimensions 17.0 x 19.0 it 12.0 x 17.0 it 16.0 x 12.0 it 11.0 x 13.0 it 4 Ceiings Condit. Option 8.0 ft heat/cool 8.0 ft heat/cool 8.0 ft heat/cool 8.0 ft heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg I Clg ft') Htg I CIg ft) Htg I Clg it') Htg CIg ft) Htg I Clg 5 Gross a 14B 4.6 2.1 288 96 0 0 Exposed b 12C 2.9 1.9 64 0 96 0 walls and c 13C 3.2 1.2 0 0 128 88 partitions d 0.0 0.0 0 0 0 0 e 0.0 0.0 0 0 0 0 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 0 e 0.0 0 0 0 0 0 0- 0 0 f0.0 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 10 394 0 0 0 0 Cooling E/W 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 01 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 14B 4.6 2.1 235 1083 484 86 396 177 0 0 0 0 0 0exposedb12C2.9 1.9 64 184 124 0 0 0 81 233 157 0 0 0wallsandc13C3.2 1.2 0 0 0 0 0 0 128 403 150 88 277 103 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0e0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0f0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 323 548 719 204 346 454 192 326 427 143 243 318 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 0d0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0f0.0 0.0 0 0 0 0 0 0 0 0 0 01 0 0 11 Floors a 22B 13.1 0.0 36 472 0 12 157 0 0 0 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 0forslaba0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 1 26.61 8.6 53 1411 454 10 266 86 15 399 128 0 01 0 13 Subtotal loss=6+8..+11+12 5658 1536 1916 520Lessexternalheating0000Lesstransfer000014Dudloss1056610% 154 10 *A 192 10 5215Totalloss = 13+14 6223 1689 2108 572 16 Int. gains: People ® 300 4 1200 0 0 0 0 0 0Appl. @ 1200 0 0 1 1200 0 0 0- 017SubtotRSHgain=7+8..+12+16 5493 2311 1574 421Lessexternalcooling0000Lesstransfer00 18 Dud gain 10°-549 10° 231 1 1570 100/, 2TotalRSHgain=(17+18)•PLF 1.00' 63 1.00 242 1.00 1731 1.00 46319ZaAirrequired (cfm) 01 328 0 138 01 94 0 25 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. C wrraght50TC Right -suite Residential^' 5.0.64 RSR26015 2002-Feb-28 13:29:06AE:1Filestdrhonont2879\2879REVD.rsr Page 3 c RIGHT-J WORKSHEET0EntireHouse DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-3-97 109 COMMERCE STREET, LAKE MARY, FL 327466206 Phone: (407) 831-2665 MANUAL J: /th td. 1 Name of room ACTIVITY RM BEDRM 4 BEDRM 3 2 Length of exposed wall 59.0 It 15.0 It 28.0 It 3 Room dimensions 25.5 x 20.0 It 15.0 x 10.0 It 16.0 x 12.0 It 4 Ceiings Condit. Option 8.0 It heat/cool 8.0 111 heat/cool 8.0 It heattcool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area EXPOSURE NO. Htg Clg ft) Htg I Clg 111) Htg Clg ft) Htg I Clg Htg Clg 5 Gross a 14B 4.6 2.1 0 0 0 Exposed b 12C 2.9 1.9 432 120 224 walls and c 13C 3.2 1.2 40 0 0 partitions d 0.0 0.0 0 0 0 e 0.0 0.0 0 0 0 f0.0 0.0 0 0 0 6 Windows and a 1C 37.0 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 e 0.0 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 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 f 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 fs displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 12 Infiltration a 1 26.6 8.6 90 2397 7701 15 399 128 15 399 128 13 Subtotal loss=6+8..+11+12 9062 1511 1881 Less external heating 0 0 0 Less transfer 0 0 0 14 Dud loss 10 ° 906 10 OA 151 10 OA 188 15 Total loss =13+14 9968 1662 2070 16 Int gains: People Q 300 0 0 0 0 0 0 Appl. Q 1200 0»-' 0 0 0 0 0 17 Subtot RSH gain=7+8..+12+16 8718 1326 1673 Less external cooling 0 0 0 Less transfer 0 0 0 18 Dud gain 10°/ 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 1 0 100 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. L wt-7gi ltsor-t RightSulte Residential° 5.0.64 RSR26015 2002-Feb-28 13:29:06 E:\Filesldrhorton12879 2879REVD.rsr Page 4 r bath duct to roof cup f— Must haw a rinhun ciearance Of t Inches around the dr handler per the State Energy code. Alt duct has an r=6 F1sV16tbn value. h dct 0 cap p z 0 m C SLAB o 0 M[N ALL t Rating zO } N m w > z o z o w 3. CO a7JO7QCC coa_J(naa MiTeke February 17, 2003 MiTek Industries Inc. 16472 Segovia Circle North Pembroke Pines, FL 33331.4627 USA Fax (954) 680 4395 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 : I4421339 thru I4421366. Total : 28 drawings. Job DR2879D -14 Builder D.R. HORTON Location BAKERS CROSSING, LOT County S EM INOLE Truss Engineer Junaidie Budiman, PE # 45161. Address 16472 Segovia Circle North Pembroke Pines, FL 33331-4627. This serves as the cover sheet in conformance to Chapter 61 G 15-31 Section 003 of the Florida Board of Professional Regulation. This package include: 1) 28 Truss drawing. 2) Truss Index. February 17, 2003 Junaidie Budiman, PE The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of building designer, per ANSUTPI 1-1995 Sec.2. TRUSS INDEX OF JOB DR2879D Trusses included=28 0,"\DR2879D\a.tre" 14421339 1,'\DR2879D\a11Are" 14421340 2,'\DR2879D\a7.tre" 14421341 3,'\DR2879D\a9.tre" 14421342 4,"\DR2879D\agab.tre" 14421343 5,"\DR2879D\b1 Are" 1 4421344 6,"\DR2879D\bgab.tre" 14421345 7,"\DR2879D\bgab2.tre" 14421346 8,"\DR2879D\c.tre" 14421347 9,"\DR2879D\cgab.tre" 14421348 10,'\DR2879D\d.tre" 14421349 11,"\DR2879D\dgab.tre" 14421350 12,"\DR2879D\dgab2.tre" 14421351 13,'\DR2879D\e.tre" 14421352 14,'\DR2879D\e1Are" 14421353 15,"\DR2879D\f19.tre" 14421354 16,"\DR2879D\f22.tre" 14421355 17,"\DR2879D\f22a.tre" 14421356 18,"\DR2879D\f23.tre" 14421357 19,"\DR2879D\fg.tre" 14421358 20,"\DR2879D\ Are" 1 4421359 21,"\DR2879D\k.tre" 14421360 22,'\DR2879D\k1Are" 14421361 23,'\DR2879D\1ire" 14421362 24,'\DR2879D\11.tre" 14421363 25,"\DR2879D\rnAre" 14421364 26,"\DR2879D\m1Are" 14421365 27,"\DR2879D\s.tre" 14421366 1 4421367 BU4 No. 4.5161 0 ", STATE OF o R t0,`", 4 January 27, 2003 A WARMNO - Ver(jy design parameter: and READ !VOTES ON TWS AND REVERSE SWE BEFORE USE. Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and b for an IndtMuol 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 Isfor Metal support of Individual web members only. Additional temporary bracing to Insure stablBty during construction is the responsibility of the erector. Additional permanent bibcing of the overall structure Is the responsibility of the building designer. For general guidance regarding lobrbatbn, quality control, storage, delivery. erection and bracing, consult CST-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 Handling Installing and Brocing Recommendation available from Truss Plate institute, 593 D'Onofib Drive- Madison, WI53719. MiTek• Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/1. *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply l . Provide copies of this truss design to 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 eachac other. o WEBS JS cc3. Place plates on each face of truss at each For 4 x 2 orientation, locate O , QK ; ' ; joint and embed fully. Avoid knots and wane plates from outside edge of o d s V at joint locations. truss and vertical web. d a o 4. Unless otherwise noted, locate chordsplices at I/4 length(' 6" from ceC, 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. 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 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 CLIP erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018, 019 MYDRO,A/RO Job Truss Truss Type ally Ply HORTON 14421339 DR2879D A ROOF TRUSS 19 1 optional) ACCUSPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:21 2003 Page 1 1-0-0 6-0-12 1+-7-0 17-1-4 23-2-0ll e 1.0-0 6-0-12 5-6.4 5-84 B-0-12 Scale • 1:39,6 44 = 4 6.00 12 2.4 2.4 3 5 6 2 fg 3x+ = a axe = 3A = 5.8 = 7.10-13 15-3.3 23-2-0 7-10-13 745 7-10-13 Plate Offsets X Y : 7:03-00-3-0 LOADING ( psf) SPACING 2-" CSI DEFL in (loc) Well PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.58 Vert(LL) 0.08 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 0.32 Horz(TL) 0.04 6 n/a BCDL 10.0 Code FBC2001 1st LC LL Min Udell = 480 Weight: 105 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-7-0 oc puriins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-9-5 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS ( lb/size) 6=1078/0-1-8, 2=1169/0-4-0 Max Harz 2=1 97(load case 4) Max Uplift6=-005(load case 5), 2=-699(load case 4) FORCES ( lb) - First Load Case Only TOP CHORD 1-2=17, 23=-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 ( 5) 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 605 lb uplift at joint 6 and 699 lb uplift at joint 2. 5) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. iC p LOAD CASE(S) StandardG`[I7(J ry : into. 4.5161 bo- BTATE OF NrA1. E A WARNDYO - VerW design pararnsten and READ NOTES ON TMS AND REVERSE BIDE BEFORE USE. Design valid for use only with MRek connectors. This design Is based only upon parameters shown, and b tot an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure It the responsibility of the building designer. For general guidance regarding fabrication, quaSty control, storage, dellveiy, erection and bracing, consull OST-88 Quality Standard, DSB-BO Bracing Specification, and HIB-91 Handling Installing and Bracing RecommenRate dallon availablefromTrussInstitute, 583 D'Ononlo Delve, Madison, Wl5371 V. MiTek® Symbols PLATE LOCATION AND ORIENTATION 13/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 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 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. MiTek® O 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 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at 114 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 1. 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 lob Truss Truss Type Qty Ply HORTON 14421340 R287913 A11 ROOF TRUSS 1 1 o tional ACCUSPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:22 2003 Page 1 1-0-0 5.9-4 If-" 17-4.12 23-2-0 1-0-0 5-9-4 5.2-12 112-2-0 I l 1.2-0 52-12 i 5-9-4 Scale • 1:40.1 41e 44 = 4 5 e.rx1 Ft2 3.4 3.4 3 6 d 16 7 2 17 34= 11 10 9 e 16_ 2.4 It U4 = 54 = 2A It 5-9-4 11.0-0 12-2-0 17.4-12 23-2-01 5-9-4 5-2-12 1 1-2-0 5-2-12 I 5.9-4 Plate Offsets X Y : 9:0-3-00-3-0 LOADING ( psf) SPACING 2-M CSI DEFL in (loc) Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.45 Vert(LL) 0.09 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 Vdefl = 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.2D BOT CHORD Rigid ceiling directly applied or 6-7-13 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS ( lb/size) 7=1071/0-4-0, 2=1167/0-4-0 Max Horz2=189(load case 4) Max Uplift7=-595(load case 5), 2=-694(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 EBS 3-11=132, 3-10=-579, 4-10=336, 5-9=340, 6-9=-595, 6-8=141 NOTES ( 5) 1) Unbalanced roof live loads have been considered for this design. Wind: ASCE 7-98 per FBC2001; 120mph; h=25ff; 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. Provide adequate drainage to prevent water ponding. Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 595 lb uplift at joint 7 and 694 lb uplift at joint 2. Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 0 fC bl + LOAD CASE(S) Standard P l r7eiJ..' r No. 4.5161 t Jac STATE OF ss/ 10 R IlDtV 0, ANAL WARNING - VerW design parameter: and READ NOTES ONTMS AND REVERSE SWE BEFORE USE. mil® Design valid fo1 use only with MITek connectors. This design is based only upon parameters shown, and is for on Individual building component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component is tesponsiblltty of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional tempoicry bracing to Insure stablBty during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control storage, delivery, erection and bracing, consult CST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® HandlingInstallingandBracingRecommendallonovallabtefromTrussPlateinstitute, 583 D'Onofrb Drive, Madison, WI 53719. Symbols PLATE LOCATION AND ORIENTATION 44 to- 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 1/8" from outside edge of aotrussandverticalweb. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 Ja 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 MtTek/Gang-Nail Joint/Plate Placement Chart. FARTHESTTO 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. MiTeko i ,Z& Z : -I@ FORM018,019 HYDRO,A/ROD AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury l . Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane o at joint locations. a 4. Unless otherwise noted, locate chord splices o at 1/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job Truss Truss Type CITY Ply HORTON 14421341 DR2879D A7 ROOF TRUSS 1 1 optional) ACCU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:22 2003 Page 1 1-0-03-9-4 7-0-0 11-7-0 16-2-0 1 19-4-12 1 23-2-0 I1111- 0-0 3-9-4 3-2-12 4-7-0 4-7-0 3-2-12 3-9-4 Scale - 1:40.0 5xe = 34 B 5.e = 4 5 e 5. 00 F1 2x4 c 2.4 3 r e e 3 Lsa a 191 US= 11 70 9 3.8 = 3x4 = 5xe = 3.4 = 7- 0-0 11-7-0 111-2-0 23-2-0 17. 0.0 4-7-0 4-7-0 7-0-0 Plate CE ets X Y : 2:0-8-0O- 6 4:0-1-12 0-2-12 6:0-1-12 0-2-12 8:0-8-0O- 6 10:0-4-00-3-0 LOADING(psf) SPACING 2-" CSI DEFL in (loc) Udefl PLATES GRIP TCLL 30. 0 Plates Increase 1.33 TC 0.80 Vert(LL) 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 W B 0.34 Horz(fL) 0.11 8 n/a BCDL 10. 0 Cade FBC2001 1 st LC LL Min Vdefl = 480 Weight: 121 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D 'Except' TOP CHORD Sheathed or 3-1-6 oc puriins. 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=2231/04-0 Max Horz2= 135(load case 4) Max Uplift8=- 1472(load case 5), 2=-1568(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-4117, 3-4=-3944, 45=-4197, 5-6=-4197, 6-7=-3944, 7-0=-4117BOT 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 (7) 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. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1472 lb uplift at joint 8 and 1568 lb uplift at joint 2. 11G [7B f 5) Girder carrieshipendwith7-0-0 endsetback `9 L! 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 .• . C 4, and 528.01b up at 7-" on bottom chord. Design for unspecified connection(s) is delegated to the building designer. I. Q+ .q •._ 7jyi 7) TrussEngineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. jj G ( LOAD CASE(S) Standard I' * N0.45161 1) Regular. LumberIncrease=1.33, Plate Increase=1.33- Uniform Loads (plf) •' Q fff ' 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 _ STATE OF 0 Concentrated Loads (lb) : .•' Vert: 11=503. 2 9=-603.2 • • ` s JIlA1.•, ;Ly AWARMNG - VerW design pasanseters and READ NOTES ON Tffi8 AND RE VERSE 8ID8 BEFOREUSE. Design valid for use only with MI1ek connectors. This design b based only upon parameters shown, and Is for an Individual building component to be Installed and boded verticolly. Applicability of design parameters and proper incorporation of component Is tesponslbWty of building designer - not truss designer. Ilracing 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 overaS 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, 01111-89 Bracing Specification. and HIS-91 Handling Installlnp and Bracing Becommenciatlonavollable from Truss Plate institute, 383 D'Onofrb 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 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 eachw other. 0 WEBS 3. Place plates on each face of truss at each For 4 x 2 orientation, locate X a Qamcir-6 joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of o a _ of joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chord splices I14at panel length(+ 6" from 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 1. 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 dimensionsPLATESIZEshownindicateminimumplatingrequirements. 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, CLIP TM PANEL erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018,019 NORO,AIR® lob Truss Truss Type Oty Ply HORTON 14421342 R2879D A9 ROOF TRUSS 1 1 Optional) CCUSPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:22 2003 Page 1 4-9.4 9-0-0 14-2-0 19-4-12 23-2-011 1-0-0 4-9-4 4-2-12 1 5.2-0 4-2-12 4.9-4 Scab • 1:40.1 44 = 4x8 _ 4 5 0.00 12 2.4 2.4 i 0 0 d 3 2 7 a1 jla 3 = 9 U4 = 9 0A _ 5A 9-0-0 14-2-0 23-2-01 9-0-0 1 5-2-0 9-0-0 Plate OffSetsY : 8:0-3-00-3-0 LOADING ( psf) SPACING 2-" CSI DEFL in (loc) Vdefl PLATES GRIP CLL 30.0 Plates Increase 1.33 TC 0.41 Vert(LL) -0.24 7-8 >999 M1120 249/190 CDL 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(rL) 0.05 7 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 480 Weight: 101 lb LUMBER BRACING OP CHORD 2 X 4 SYP No.21D TOP CHORD Sheathed or 4-5-7 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-8-0oc bracing. WEBS 2 X 4 SYP No.3 FACTIONS ( lb/size) 7=1071/04-0, 2=1167/0-4-0 Max Harz 2= 1 63(load case 4) Max Uplift7=S70(load case 5), 2=-670(load case 4) FORCES ( lb) - First Load Case Only OP CHORD 1-2=34, 2-3=-1880, 3.4=-1545, 4-5=-1328, 5-6=-1547, 6-7=-1893 OT CHORD 2-9=1621, 8-9=1328, 7-0=1637 EBS 3-9=-341, 4-9=299, 5-8=310, 6.8=-360 NOTES ( 5) Unbalanced roof live loads have been considered for this design. Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=S.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. Provide adequate drainage to prevent water ponding. Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 570 lb uplift at joint 7 and 670 lb uplift at joint 2. Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. Isb OAD CASE(S) Standard 0 : STATE OF 0 R 10,' 5. onraLVail ALWARNDYO - Veft design panameten and READ 11T07ES ON THIS AND RLVM= SmE BEFORE USE. QP Design valid tot use only with Mill connectors. this design Is based only upon parameters shown, and Is lot an Individual building component to be installed and loaded vertloaM• Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is lot lateral support of Individual web members only. Additional temporary bracing to Insure stability during condructlon is the responsibility of the erector. Additional permanent btbcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, qualtty control, storage, dellvety, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and NIB-91 MiTek® HandInstallingelingInstalliandBracingRecommndatlonavailablefromTrussPlateInstitute, 583 D'Onofrlo Drive. Madison, WI53719. 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 Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachc2Q other. o cc WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o Q joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of a o at joint locations. truss and vertical web. o a o 4. Unless otherwise noted, locate chord splices 4 length(+ 6" fromatpanel adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in illJ8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating formal refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and 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 CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and Q 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 TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, CLIP TM PANEL erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018,019 HYDRO,AZR® ob Truss Truss Type Oty Ply HORTON 14421343 R2879D AGAB ROOF TRUSS 1 1 CCUSPAN-TH, optional) LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:23 2003 Page 1 1.0-0 6-0-12 11-7-0 I 17-1-4 I 23-2-0 l 1 1-" 6-0-12 5-6-4 5-" i 6.0-12 Scale " 1:39,6 44 = 6.90 1z 3 5 e z I1 a 3.4 = e 3.4 = 3.4 = 54 _ 7-10.13 15.3-3 23-2-0 7-10-13 7-4.5 7-10-13 late Off ets Y : 4:0-2-00- 8 7:0-3-00-3-022:0-M O-M OADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl PLATES GRIP CLL 30.0 Plates Increase 1.33 TC 0.58 Vert(LL) 0.08 8 >999 M1120 249/190 CDL 7.0 Lumber Increase 1.33 BC 0.47 Vert(TL) -0.18 7-8 >999 CLL 0.0 Rep Stress Incr YES WB 0.32 Horz(TL) 0.04 6 n/a CDL 10.0 Code FBC2001 1st LC LL Min Vdefl = 480 Weight: 148 lb UMBER BRACING OP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-7-0 oc purlins. OT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-9-5 oc bracing. EBS 2 X 4 SYP No.3 THERS 2 X 4 SYP No.3 FACTIONS (lb/size) 6=1078/0-1-8, 2=1169/0-4-0 Max Horz 2= 197(load case 4) Max Uplift6=-605( load case 5). 2=-699(load case 4) ORCES (lb) - First Load Case Only OP CHORD 1- 2=17, 23=-1700, 3-4=-1475, 4-5=-1485, 5-6=-1713 OT CHORD 2- 8=1507, 7-8=1037, 6-7=1525 EBS 3-8= 351, 4-8=529, 4-7=546, 5-7=-367 OTES (8) Unbalanced roof live loads have been considered for this design. 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. 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" All plates are 2x4 M1120 unless otherwise indicated. Gable studs spaced at 2-" oc. 1C car f V i- 13 Providemechanical connection ( by others) of trussto bearing plate at joint(s) 6. Provide mechanical connection ( by others) of trussto bearing plate capable of withstanding 605 lb uplift at joint 6 and699 lb uplift at joint le Q q j!. Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. r t No. 4. 5161 OAD CASE(S) Standard STATE OF t<` sS` O R t'D..'' L AWAJUMO - Ver(& design parameters and READ NOTES ON TMS AND REVERSE SIDE BEFORE USE. Design volld tot use only with MITek connectors. this design is based only upon parameters shown, and is tot an Individual building component to be Installed and loaded vertically. Applicability of design parameters and prober Incorporation of component b tesponslblBty of building designer - not truss designer. Bracing shown is tot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction h the responsiblllty of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quotlty control, storage, delNety, election and bracing, consull OST-88 Quality Standard, DSB-89 Bracing Specification, and NIB-Vl MiTek® Handling Installlna andBracingRecommendationavailablefromTrussPlateInstitute, 583 D'Onofrla Drive, 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 each other. o WEBS J5 Q 3. Place plates on each face of truss at each 4 x 2 orientation, locateFor Q joint and embed fully. Avoid knots and wane plates I/8" from outside edge of v o a ° _ at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chard splices I14at panel length(+ 6" from adjacent joint.) CIOC, 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. 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, CLIP jM PANEL erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018,019 ffMRO,AfRO Job Truss Truss Type Qty Ply HORTON 14421344 R2879D B1 MONO SCISSOR 25 1 optional) ACCU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:42:50 2003 Page 1 I-1-ml 5-9-12 11-2-2 16-10-0 1-0-0 59-12 5-4-6 5.7-14 Scale • 1:49.3 3x4 = g 5x9 5 (^ bdA e.00 rl2 20 II 4 Sx8 i q 3 7 2.411 9 a axe 3.00 12 nn 2 9 d1 S's d 3x4 ; I 5.9-12 I 11-2-2 16-10-0 16-11-12 59-12 5-4.6 5-7-14 0-1-12 Plate Offsets X Y : 3:0-3-00-3-05:0-3-3 Ede 5:0-2-15 0-1-12 9:0-3-00-3-0 LOADING (psf) SPACING 2-M CSI DEFL in (loc) Vdeff PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.59 Vert(LL) 0.13 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 0.81 Horz(TL) -0.03 5 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/deft = 480 Weight: 89 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-M oc puriins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-1-14 oc bracing. WEBS 2 X4SYPNo.3 WEBS 1 Row at midpt 5-8 REACTIONS (lb/size) 5=873/03-8, 2=872/0-M Max Horz 2= 726(load case 4) Max Uplift5=-707( load case 4), 2=-424(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1- 2=15, 2-3=-1924, 3-T=-1048, 43=-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 (6) 1) Wind: ASCE 7-98 per FBC2001: 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MW FRS 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 707 lbuplift at joint 5 and 424 lb uplift at joint 2. 4) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 5. ` i prf 5) Gap betweeninsideoftopchordbearingandfirstdiagonalorverticalwebshallnotexceed0.500in. t J 6) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. Q l l%C•' 4j °• '` LOAD CASE(S) Standard T• • y ' NO, 4.5161 , k 40S1'ATE OF% s 02 boa•' oar. A WARNING - Verj& design pa,anseters and READ NOTES ON rBIS AND RE VERSE SmE BEFOREEME. IM Design valid for use only with Mnek connectors. This design is based only upon parameters shown, and Is lot an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility at building designer - not truss El designer. Bracing shownislotlateralsupportofIndividualwebmembersonly. Add"lonol temporary bracing to Insure stability during construction Is the responsibility of the elector. Additional permanent btbctnp of the overall structure is the tesponslblllfy of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Spectlicatlon, and HIB-91 Plate Handling Instolllna andBracingRecommendationavailablefromTrussInstitute, 593 D'Onofrlo Drive. Madison, Wl53719. MiTek® Symbols PLATE LOCATION AND ORIENTATION 13/. *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. 'Apply plates to both sides of truss and securely seat. 0 Q O For 4 x 2 orientation, locate plates 1/8" from outside edge of aotrussandverticalweb. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MlTek/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 1 e continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTeke O 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 o at 1 /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM019,019 1fMR0-A1R® Job Truss Truss Type City Ply HORTON 14421345 R2879D BGAB MONO SCISSOR 1 1 optional) ACCUSPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:43:19 2003 Page 1 1.0-01 5-9-12 11-2-2 1 16-10-0 i 1-0.0 5.9.12 54-6 5.7.14 Scale • 1:49.3 3.4 = g 5xe 5 I 20 II it.00 F2 2.411 2x4 11 2.411 4 2.411 x II IIx 54 G 2.411 3 7 411 2x4 II 2.411 x II 2x4 2.411 e axe 2x4 11 2x4 113.00F2 31 2 2.4 II 5,11 s 3x4 5.9.12 1 11-2-21 16.10-0 16.1f-10 5.9.12 5-4.6 5-7-14 0.1-10 Plate Off ets X Y : 3:0-3-00-3-05:03-3 Ede 5:0-2-12 0-1-13 9:0-3-00-3-0 LOADING (psf) SPACING 2-" CSI DEFL in (loc) Udefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.59 Vert(LL) 0.13 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 0.81 Horz(TL) -0.03 5 n/a BCDL 10.0 Code FBC2001 1st LC ILL Min UdeFl = 480 Weight: 107 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 43-6 oc puffins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-1-14 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=873/03-8, 2=872/0-8-0 Max Horz2=726( load case 4) Max Uplift5=-707( load case 4), 2=-424(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1- 2=15, 23=-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 (8) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially,MW FRS 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-M 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. iC [J1]t i GLJ45) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 707 lb uplift at joint 5 and 424 lb uplift at joint 1" 2. VI 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. Y• 8) Truss Engineer. Junaidie Budiman, PEtt45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. t N0, 4.5161 LOAD CASE(S) Standard 0'; STATE OF . ram O R tO.- aoseL.•` AWARMNO - V* r{ jy design parametem and READ NOTES ON Tffi8 AND RE VERSE SWR 9EFO1a USE. Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and boded vertically. Appllcablltty of design parameters and proper Incorporation of component Is responsiblBty of building designer - not truss designer. Bracing shown h for Moral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responslbltlly of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult CST-88 Quality Standard, OSB-89 Bracing Specification, and HIS-91 MiTek® Handling Installing andBracingRecommendationavailablefromTrussPlateinstitute, 593 D'Onotrb Drive, Madison, Wl53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t'/. *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2, Cut members to bear tightly against eachu other. o WEBSa: 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o ;, 0aMVC6 joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of o a X at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chord splices at I/4 length(+ 6" fromCapaneladjacent joint.) BOTTOM CHORDS Thissymbolindicatesthe5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING AT THELOWEST 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. 8. Plate type, size and location dimensions PLATESIZEshownindicateminimumplatingrequirements. 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, CLIP T~ PANEL erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM019. 019 HYDRO -AIR (9) Job Truss Truss Type Qty Ply HORTON 14421346 DR2879D BGAB2 ROOFTRUSS 1 1 optional) ACLU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:23 2003 Page 1 r-1.0.OI 5 10.8 11-2-8 I 18.10-0 1.0-0 5.10.8 5.4-0 5-7-8 2x4 II Scare: 1/4••1. N4 II tt t0 2x4 II 6.00 Fl2 3.4 9 9 2x4 II 7 2.4 2.4 11 11 21 2x4 II 9 5 u 24 20 11 ] 2x4 II 11 z 3a4 = 19 19 17 16 15 14 13 1 2x4 II 2x4 II 2.411 3x4 = 2.411 2x4 II 54 = 34 = B-6-8 l 16-10-0 8-6-8 B-3-8 Plate Of ets X Y : 3:0-3-00-3-013:0-3-00-3-0 LOADING (psf) SPACING 2-M CSI DEFL in (loc) Udefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.31 Vert(LL) 0.07 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 0.33 Horz(rL) -0.02 12 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min Udefl = 480 Weight: 134 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.21) 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 6-7-9 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 (lb/size) 12=764/0-1.8, 2=877/0-M Max Horz 2= 708(load case 4) Max Upliftl2=-664( load case 4), 2=-042(load case 4) FORCES (lb) - 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 (5) 1) Wind: ASCE 7-98 per 1-13C2001; 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) 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 664 lb uplift at joint 12 and 442 lb uplift at joint 2. 4) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 12. pp j n 5) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard t : No. 4. 5161 4C r 0'• STATEOFSa.....ee0R1ao. r. w.s0I1Llicil AwARma - Vert& design paramstera and READ NOTES ON Tffis AND REVERSE SWE BEMRS USE. Q9 Design valid for use only with MiTek connectors. Thb design Is based only upon parameters shown, and Is for an IndlAduol building component to be Installed and loaded vertlea8y. Applicability of design parameters and proper Incorporation of component Is fesponslblity 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 responslbUity of the erector. Addflbnal permanent bAlcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consu8 OST-88 Quality Standard, DS8-89 8rocing Specllleatlon, and HIB-91 MiTek® Handling Instolllnq andBracingRecommendationavailablefromTrussPlateInstitute, 583 D'Onoftla Drive, Madison. WI5371 V. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1'/4. *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 J2 J3 J4 TOP CHORDS owner and all other interested parties.. 2. Cut members to bear tightly against eachczc3 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 /6" from outside edge of U CL y O at joint locations. truss and vertical web. 0 a 4. Unless otherwise noted, locate chords licesP I/4C, o at panel length(' 6" from adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 401 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. N MiTeko 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 NYDRO,A/R Job Truss Truss Type Qty Ply HORTON 14421347 R2879D C ROOF TRUSS 1 1 optional) ACCUSPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:24 2003 Page 1 1.0-0 5-2.4 9-10-0 14-5-12 19-8-0 20-8-0 1.0-0 5-2-4 4-7-12 4-7-12 S•2.4 1-" Scab • 1:35.1 4ie = 6.00 12 2a4 2.4 7 5 5 2 B 3.4 = Sad = 5.B = 9-10-0 19-8-0 9-IG-0 9-10-0 Plate Offsets X Y : 8:04-0 0-3-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.44 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 Ina YES WB 0.19 Horz(fL) 0.03 6 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min Udefl = 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 7-0-3 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=1000/0-4-0, 6=1000/0-4-0 Max Harz 2=161(load case 4) Max Uplift2=-605(load case 4), 6=-605(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 23=-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 (4) 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. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 605 lb uplift at joint 2 and 605 lb uplift at joint 6. 4) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. J LOADCASE(S) Standard tr•BJJ4/ III F t No. 4.5161 ,k 0 : STATE OF . tV4e0R10A*'' OJVAL AWARNDYO - Ver(& design parameter and READ NOTES ON THIS AND REVERSE SME BEFORE USE. Design valid for use only with MiTek connectors. Thb design Is based only upon parameters shown, and Is, for on Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web member only. Additional temporary bracing to Insure stability during construction Is the responsiblllly of the erector. Additional permanent bracing of the overall structure b the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consu" CST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onotdo Drive, Madison. WI53719. 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 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.. c2 a 2, Cut members to bear tightly against each other. WEBSJ5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i U a: joint o and embed fully. Avoid knots and wane at joint locations. plates/a" from outside edge of a truss and vertical web. a o 4. Unless otherwise noted, locate chords Ilces PatI/4 length(+ 6" from cec, u 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. For tabular plaiting format refer to the MRek/ Gang-Nall Joint/Plate Placement Chart. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTH ESTTO 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 10 1 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. Ni! MiTek® 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 Job Truss Truss Type Oty Ply HORTON 14421348 DR287913 CGAB ROOF TRUSS 1 1 o tional ACCUSPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:25 2003 Page 1 1-o-o 5.2-4 9.10-0 14-5-12 i 19.8.0 20-8-0II1I 1-" 5-2-4 4-7-12 4-7-12 5.2-4 1" Scab " 1:35.1 416 _ 4 2w1 II 20 II r1.00 riz 2x4,1 2:4 4 532x411 ewe II 20 II x4 II 411 2.4 11 0 0 II II 2 171 11 20 II 2x4 II 2.4 II 2.4 II 9 20 11 20 II 2.4 II 2.4 11 3x4 5x8 _ 3x4 9.10-0 19-8-0 9.10-0 9-10-0 Plate Offsets (X,Y): [8:04-0,0-3-0], [18:0-",O-M], [19:0-M,0-0-0], [20:0-0-0,0-M], [21:0-0-0,0-"], [22:0-",0-"], [23:0-",O-M), [24:0-".0-0-0], [25:0-".0-"], [26:0-0-0 0-M LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deFl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.48 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 1st LC LL Min UdeFl = 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 6-10-12 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=1005/0-", 6=997/0-1-0 Max Horz2= 161 (load case 4) Max Uplift2=-007(load case 4), 6=-000(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 23=-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 (7) 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. ` G 17LJ 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. .• %'• /"d 1 6) Provide mechanical connection (by others) of truss to bearing plate capable ofwithstanding 607 lb uplift at joint 2 and 600 lb uplift at Joint 6. 7) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. , P104 5161 LOADCASE(S) Standard srdalr of o R 1D'. ' OVAL A WARMNC; - Ver(& design pamnKttem and READ NO=S ON THIS AND REVERSE SME BEERS use. Design valid lot use only with MRek connectors. This design Is based only upon parameters shown, and Is lot an Individual building component to be Installed and loaded vertloolly. ApplIcabBlty of design parameters and proper Incotporatlon of component b tesponsiblilly of building designer - not truss deslgnet. Bracing shown Is lot lateral support of Individual web members only. Additional temporaty beating to Insure stablilty cluting construction Is the tesponsiblllty of the erectot. Additional permanent brblcing of the ovetall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consuit CST-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 Handling Installlnq and Bracing Rocornmendatlonavaitable from Truss Plate Institute, 583 D'Onofrlo Delve, 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 the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2, Cut members to bear tightly against each other. 0 WEBS J5 a:3. Place plates on each face of truss at each For 4 x 2 orientation, locate iN, ; Qjoint and embed fully. Avoid knots and wane plates/e" from outside edge of U' o_ a ° at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chordsP laces at 1/4 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 ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MtTek/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 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 TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling Is installed, 40` unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials.. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. , 15. Care should be exercised in handling, CLIP TM PANEL erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018,019 HYDRO,A/R® Job Truss Truss Type Oty Ply HORTON 14421349 R2879D D SCISSORS 1 1 optional) ACCUSPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:26 2003 Page 1 3-10-11 7.4-0 10-9-5 I 14-3-01 1-0-0 3.10.11 3-5-5 3-5-5 3-5-11 Scale • 1:25.7 44 6.00 12 2.4 = zw = 5 3 7 US = 8 2 11 3.OD 12 3.4 3a8 ll 5xs 7-4-0 14-3-0 7.4-0 6-11-0 Plate Offsets X Y : 6:0-0-8 Ede 6:0-3-3 0-9-6 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.63 Vert(LL) 0.06 7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.43 Vert(TL) -0.16 6-7 >999 BCLL 0.0 Rep Stress Incr NO WB 0.24 Horz(TL) 0.07 6 n/a BCDL 10.0 Code FBC2001 1st LC LL Min Vdefl = 480 Weight: 63lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-1-9 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-8-2 oc bracing. WEBS 2 X 4 SYP No.3 WEDGE Right: 2 X 4 SYP No.3 REACTIONS (lb/size) 6=638/0-", 2=742/0-8-0 Max Horz 2=141(load case 4) Max Uplift6=553(load rase 5), 2=-467(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=15, 2-3=-1539, 3-4=-1190, 45=-1190, 5-6=-1431 BOT CHORD 2-7=1367, 6-7=1243 WEBS 4-7=786, 3-7=-263, 5-7=-142 NOTES (6) 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 verity capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 353 Ile uplift at joint 6 and 467 Ile uplift at joint ' 1F- I3 2. 5) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 6. , `Q1 ( '.9 •. - 7 1. 6) Truss Engineer. Junaidie Budiman, PEt145161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. r' 9 Y• LOAD CASE(S) Standard * No, 4.5161 O STATE OF i'•. 41[ O R s oivaL AWARMWC; - Ver(& design pa,asnstess and READ NOMS ON TWS AND REVERSE SME BAMRE USE. Design valid for use only with MRek connectors. This design is based only upon parameters shown, and is for an individual building component to be Installed and boded vertically. ApplicabSlty of design parameters and proper Incorporation of component is responslblllly of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stabBlty during construction is the responslblilty of the erector. Additional permanent bracing of the overall structure is the responslblilty of the building designer. For general guidance regarding fabrication, quality control storage, delivery, erection and bracing, consult QST-8a Quality Standard, DSB-89 Bracing Specification, and HIS-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrb Drive, Madison, Wl53719. 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 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 eachc2Q other. O WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate O - , a joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of o a at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chord splices at /4 length(+ 6" fromceVpanel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 %at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 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, 40" unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised In handling, PANEL TM CLIP erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018,019 11MRO,AZR ® Job Truss Truss Type Oty Ply HORTON 14421350 DR2879D DGAB ROOF TRUSS 1 1 optional) ACCUSPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:26 2003 Page 1 1-0-o 7-4-0 14-8-0 1-0-0 7-4-0 7.4-0 sae • 1:25.e 44 3 2.4 II 2,4 11 8.00 12 21A 11 2.411 2 4 UJ a 20 II 2.4 II 5 W 11 2A II 3.4 c 20 11 U4 _ 7-4-0 14-a-0 i 7-4-0 F 7-4-0 Plate ets X Y : 10:0-" 0-0-011:0-" 0-" , 12:0-" 0-" 13:0-0-00-0-0 LOADING ( psf) SPACING 2-0-0CSI DEFL in (loc) Well PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.89 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 Vdefl = 480 Weight: 65lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-10-1 oc pudins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 1040-0 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=774/0-8-0Max Harz 2= 141 (load case 4) Max Uplift4=-377(load case 5). 2=-482(load case 4) FORCES ( lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-731, 3-4=-725 BOT CHORD 2-5=646, 4-5=646 WEBS 35=143 NOTES ( 7) 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. 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. r r B8 mechanical connection b others of truss to bearinglate capable of withstanding377 lb uplift at joint 4 and 482 lb uplift at joint •• ZrovideQ ., 4•,7 7) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. j" 3 " 'v I C LOAD CASE(S) Standard f No 4.5161 t STATEOFANAL AwAmwc; - verve design parameter. and Rr"ADNoras ONTffis Alva Ravmw smE Bzmstz um. senQq Design valid for use only with MRek connectors. Thb design Is based only upon parameters shown, and Is for on Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is iesponslblBty 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 responslbBlty of the erector. Additional permanent brbcinp of the overall structure Is the iesponsibtllty of the building designer. For general guidance regarding fabrication, quality control storage, delivery, erection and bracing, consult QST-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 MiTek® HandlingInstallingandBracingRecommendallonovaUablefromTrussPlateInstitute, 593 D'Ononlo DrNe, Madison, WI53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1'. *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachac3 other, Q WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate oN;; a: joint and embed fully. Avoid knots and wane plates /8" from outside edge of o d ° V at oint locations. truss and vertical web. a 4. Unless otherwise noted, locate chords licesP o at 1/4 panel length(+ 6" from adjacent joint.) u BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 V J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating 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 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 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 ofBEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. Mi! 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, CLIP TM PANEL erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018,019 anti -tea ® ffMR0,WR0 Job Truss Truss Type City Ply HORTON 14421351 R2879D DGAB2 MONO VAULT 1 1 Optional) ACCUSPAN-TH, L'ONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:27 2003 Page 1 t 1-0.0 14-" 2.4 II suit • 1:42.2 e00 F12 20 11 2.411 2we 11 s,e 2" 11 3 2.4 11 II II ewe II 5 2.411 2 2.4 11 54 - 1 2.411 3.e 3.oll 12 5 a.4 7 6-0 1 a-s-0 7.6-0 7-2-0 Plate Off ets MY): : 3:0-2-80- -0 LOADING( psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.87 Vert(LL) 0.11 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 Udefl = 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 6-1-7 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 Horz 2=621 (load case 4) Max Uplift2=-376(load case 4), 5=-594(load case 4) FORCES ( lb) - First Load Case Only TOP CHORD 1-2=12, 2-0=-1326, 3-4=-0, 45=-257 BOT CHORD 2-6=1208, 5-6=1180 WEBS 3-0=724, 3-5=-1311 NOTES ( 8) 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-" oc. 4) Bearing at joint(s) 2, 5 considers parallel to grain value using ANSIIrPI 1-1995 angle to grain formula. Building designer should verify i Dr i capacity of bearing surface. D 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 withstanding376 lb uplift at joint 2 and 594 lb uplift at joint ' .. Q .4 w•, " 7 5. G 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 5. 8) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. f N0 4.5161 LOAD CASE(S) Standard a it t MATEOFo + oar' s` ANALA wAll - ve w d eyn pammwtem and R&w xoras ox rms AND mvzjm &WE eaPORS UM. ® Design valid rot use only with MITek connectors. this design is based only upon parameter shown, and is lot an individual building component to be Installed and boded vertbalty. AppBcobWty of design parameters and proper Incorporation of component is tesponslblpty of building designer - not truss designer. Bracing shown is lot bteral support of Individual web members only. Additional tempotaty bracing to Insure stablllty during construction is the tesponslblllty of the erector. Additional permanent bracing of the overall structure is the iesponslbillty of the building designet. For general guidance regarding labticatbn, quality control, storage, de0very, election and bracing, consull OST-88 OuaINV Standard, DSB-89 Bracing Specification, and NIB-91 MiTek® HandlingInstallingandBracingRecommendationavanabbbfromTrussPlateInstitute, 583 D'OnofiD1Ne, 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. J2 J3 J4 owner and all other interested parties,. TOP CHORDS 2, Cut members to bear tightly against each other. O WEBS J5 3, Place plates on each face of truss at each For 4 x 2 orientation, locate oz ;, , ; , ; Q joint and embed fully. Avoid knots and wane plates/a" from outside edge of O a at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chords licespI/ 4at panel length(+ 6" from adjacent joint.) u C, 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 LEFTTO RIGHT. practice Is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft, spacing, or less, if no ceiling is installed, 40" unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown, Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional M iTek® engineer. , 15. Care should be exercised in handling, TM erection and installation of trusses. PA 1993 Mitek Holdings, Inc. CLIPNEL FORM018, 019 a ?4Q-hWL ® #"R0.A&'R Job Truss Truss Type Qty Ply HORTON 14421352 R287901 E ROOF TRUSS 1 1 o tional ACCU-SPAN-TH, LONGWOOD. FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:28 2003 Page 1 4-2-0 84-0 I-9-4-0 1 1-0-0 4-2-0 4-2-0 1-0-0 Scale • 1: 17.0 44 = a 6.00 u a 2 Li 5 lI 2x4 n 6 2A = 2x4 4-2-0 8-4-0 4-2-04-2-0 LOADING ( psf) SPACING 2-M CSI DEFL in (loc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.22 Vert(LL) -0.00 6 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.10 Vert(TL) 0.01 5 >999 BCLL 0.0 Rep Stress Incr YES WS 0.02 Horz(TL) 0.00 4 n/a BCDL 10.0 Code FBC2001 1st LC LL Min Well = 480 Weight: 33lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.20, TOP CHORD Sheathed or 6-" oc purlins. BOT CHORD 2 X 4 SYP No.20 BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS ( lb/size) 2=464/1-4-0, 4=464/1-4-0 Max Horz2=-86(load case 5) Max Uplift2=-309(load case 4), 4=309(load case 5) FORCES ( lb) - 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 ( 4) 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 309 lb uplift at joint 2 and 309 lb uplift at joint 4. 4) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard Y 3e No.4.5161 e cc STATE OF 644, 4610R1o''° ssNA1.e' M.- EffMOOAWARNINo - very design paratneten and RzAD Nordss oN rms AND Ravmm aME BEFORE USE. Design valid rot use only with Mffek connectors. Thb design Is based only upon parameters shown, and b for an Individual building component to be Installed and loaded verticalty. Applicability of design parameters and proper Incorporation of component Is responsbWlBy of building designer - not truss deslgnet. Bracing shown Is tot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsiblllty of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fobtkatlan, quality control, storage, delivery, erection and bracing, consulf OST-88 Quality Standard, DSS-89 Bracing Specification, and HIB-91 Hondling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onof to Drive, Madison, WI53719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachC7C' other. o WEBS J5 Q 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i Q joint and embed fully. Avoid knots and wane plates/e" from outside edge of 0 O at joint locations. truss and vertical web. a 4. Unless otherwise noted, locate chords IlcesP o at panel length(+ 6" from adjacent joint.) u 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 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 LEFTTO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses withwhichbearings (supports) occur. stacks of construction materials. Mi! 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. , 15. Care should be exercised In handling, CLIP TM PANEL erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018.019 GANG -NAIL #fMR0.A1q Job Truss Truss Type Qty Ply HORTON 14421353 R2879D E1 ROOF TRUSS 1 1 optional) ACCU-SPAN-TH, LONGWOOD. FL. MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:44:02 2003 Page 1 1 0 0 4-2-0 7-0-0 1.0-0 4-2-0 1 2-10-0 4xB = Scare • 1:16.4 3 e.00 12 4 2 Li EEI Id 1 214 = 54 = 2x4 II e s 4x12 II 4-2-0 7-0-0 7-3-8 4-2-0 2.10-0 0-3-8 Plate Offsets X Y : 4:0-3-3 0-M 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) 0.00 6 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.09 Vert(TL) -0.04 1 >331 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 4 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/deft = 480 Weight: 33 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-M 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 SLIDER Right 2 X 8 SYP No.2ND 1-9-8 REACTIONS (lb/size) 4=319/0-3-8, 2=416/0-1-8 Max Horz 2=98(load case 4) Max Uplift4=-169(load case 5), 2=-284(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=33, 2-3=-368, 3-4=-375 BOT CHORD 2-6=260, 5-6=260, 4-5=260 WEBS 3.6=84 NOTES (5) 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. Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2. Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 169 lb uplift at joint 4 and 284 lb uplift at joint pp2. 1 f7) Truss Engineer. Junaidie Budiman, PE#45161. Address: 18472 Segovia Cir. N., Pembroke Pines, FL 33331. Q LOAD CASE(S) Standard Q !, /J t No. 4.5161 o : * • t7Ci0':% ST'ATF OF on aL AWARNING - Ver{)1jy design parameters and it&W NO1I•MS ON TBW AND RMVERSM SME DEFORM USE. --® Design valid for use only with MITek connectots. this design Is based only upon parameters shown, and Is for an IndMdual building component to be installed and loaded vertically. AppBccbMy of design parameters and proper Incorporation of component b responsibility of building designer - not truss deOgnet. Bracing shown It tot lateral support of Indlvldual web members only. Additional temporary bracing to Insure stability during construction Is the tesponslblllty of the elector. Additional permanent brbcing of the overall structure b the responslbillty of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, election and bracing, consufi OST-86 Quality Standard. DSB-80 Bracing Specification. and HIB-91 MiTek® Handling tnstalllnq and Bracing Recommendation ovaURfrla able fromTrussateInstitute, 583 D'OnoDrive. Madison, WI53710. 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"'*For 4 x 2 orientation, locate 0 plates 1/8" from outside edge of CLtrussandverticalweb. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. FORM016,019 Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N 19! 0 MiTeko O OffORD-AIR O 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 114 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. 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 Job Truss Truss Type Qty Ply HORTON 14421358 DR'187913 FG ROOF TRUSS 1 2 o tional ACCUSPAN-TH; LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:33 2003 Page 1 3-9-7 7-3-6 10-9-5 12-9-6 l 16-5.7 1 20-5-0II11 ; 3-9-7 3-5-15 3-5-15 2.0-1 3-8-1 3-11-9 Scab • 1:33.3 2.411 7x8 = Ne = 64 = 64 = &s = 4,6 = 1 2 3 4 5 e 7 LJ 34 = 13 12 a30 = e 30 = 44 = 74 = 5's = 2.4 11 7-3-6i7610-9-0 12#5 12-9-0 12,9-0 16-5.7 20-5-0 i i 3-9-7 3-5-15 3-5.10 0-0-5 1.11.11 0-0-6 3-8-1 3.11.9 Plate Offsets X Y : 3:0-4-00-4-8 10:0-2-8 0-3-0 LOADING( psf) SPACING 2-M CSI DEFL in (loc) Udell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.65 Vert(LL) 0.05 13 >999 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(fL) 0.02 8 n/a BCDL 10.0 Code FBC2001 1st LC LL Min Well = 480 Weight: 278 lb LUMBER BRACING TOP CHORD 2 X 6 SYP No.2ND TOP CHORD Sheathed or 6-" oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-" 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 Upliftl4=-2786(load case 2), 8=-1893(load case 2), 10=-2415(load case 2), 11=-4427(load case 3) FORCES ( lb) - First Load Case Only TOP CHORD 1-14=-1588, 1-2=0, 2-3=-3747, 3-4=-3144, 4-5=1705, 5-0=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 ( 7) 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 at0-9-0 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 11: exposure B; partially,MWFRSgable i13 end zone; cantilever left and right exposed left DOL=1.33 DOL=1.33. end verticalandrightexposed;Lumber plate grip 3) Provide adequate drainage to prevent water ponding. QI i F f i'• 9j;. 4) WARNING: Required bearing size at joint(s) 11 greater than input bearing size. G(, 5) Providemechanicalconnection (by others) of truss to bearing plate capable of withstanding 2786 lb uplift at joint 14, 1893 lb uplift at joint Y 2415 lb uplift at joint 10 and 4427 lb uplift at joint 11. t 6) Girder carries tie-in span(s): 23-2-0 from 0-" to 20-5-0; 17-" from 0-0-0 to 20-5-0 I NO, 4.5161 7) TrussEngineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE( S) Standard 0 STATE OF t 1) Regular. Lumber Increase=1.33, Plate Increase=1.33 0 / Uniform Loads ( plf) '•.(Q `•' R to• Vert: 1-7=-892.6, 8-14=-20.0•AA.r/.•`.••` L• O YI71. A WARNDVG - Ver{N design parameters and READ NOTES ONTMS AND RLVER86 SIDE B6PORL 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 incorporatlon of component is iesponslblilfy of building designer - not truss designer. Bracing shown is for loterat support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent brbcing of the overall structure is the responsibility of the building designer. For general guidance regarding tabrloatlon, quality control storage, dellveiy, erection and bractng, consult CST-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 Hanciling Installing and Bracing Recommendallonavailable hom Truss Plate Institute, 593 D'Onohlo Olive, Madison, WI53719. MiTek® Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS c3 2. Cut members to bear tightly against eachf" c2 other. O WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o h Q o_ joint and embed fully. Avoid knots and wane at joint locations. plates 1/8" from outside edge of a truss and vertical web. a o 4. Unless otherwise noted, locate chordsplices at 1/4 length(+ 6" from cuC, c6 panel adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. For tabular plating formal refer to the MRek/ Gang-Nall Joint/Plate Placement Chart. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FA RTH EST TO TH E LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 BEARING Indicates location of joints at which bearings (supports) occur, FORM016, 019 WISC/ DILHR 870040-N, 930013-N, 910080-N fa! 0 MiTek® e: dL-'o HYDRO - AIR 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling Is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, TM erection and installation of trusses. PANEL CLIP © 1993 Mitek Holdings, Inc. Job Truss Truss Type Oty Ply HORTON 14421359 6R2879D J ROOF TRUSS 6 1 o tional ACCUSPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:34 2003 Page 1 I 1.0-0 7 0-0 3 Scale • 1:20.3 6.00 12 J]' 2 4 20 = 7-0-0 7-0-0 LOADING (psf) SPACING 2-M CSI DEFL in floc) Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.80 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.17 Vert(TL) -0.30 1 >49 BCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Udefl = 480 Weight: 24lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.201 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-" oc bracing. REACTIONS (lb/size) 3=242/Mechanical, 2=418/0-4-0, 4=68/Mechanical Max Horz 2=291(load case 5) Max Uplift3=-310(load case 5), 2=-174(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=34, 2-3=88 BOT CHORD 2-4=0 NOTES (4) 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 310 lb uplift at joint 3 and 174 lb uplift at joint 2. 4) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard 13 t No. 4.5161 0's STATE OF = o.0.0 NA1. Awmmm • verify design parameters and mw NOTES ON rms AND R6vER36 Smz Dam= USE. Design valid for use only with MiTek connectors. this design Is based only upon parameters shown, and Is for on Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building deslgnet - not truss deslgnet. Btocing shown Is tot loteral suppoil of IndlvUuol web members only. Additional temporary bracing to Insure stability during constiuctlon b the responslbllity of the elector. Additional permanent brbcing of the overall structure Isthe responsibility of the building designer. For general guidance regarding fobrkatbn, quality conhoL storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 593 D'Onofrb olive, 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 plates to both sides of truss and 1. Provide copies of this truss design to the securely seat. building designer, erection supervisor, property A 'fie J2 J3 J4 TOP CHORDS owner and all other interested parties.. c2 c 2. Cut members to bear tightly against each other. 0 WEBSJ5 3, Place plates on each face of truss at each For 4 x 2 orientation, locate a ,o 0 o joint and embed fully. Avoid knots and wane plates I/e" from outside edge of d V at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chord splices at'/ a Len th 6"from cAC, c panel adjacent oint, 9 (+ 1 joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. For tabular plating format refer to the MITek/ Gang-Nall Joint/Plate Placement Chart. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 1 e continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/ DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. M MiTeke FORM018, 019 4t@ HYDRO -AIR OM PANEL TM CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job Truss Truss Type Qty Ply HORTON 14421360 R2879D K ROOF TRUSS 3 1 optional) ACCU-SPAN-TH,•LONGWOOD. FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:35 2003 Page 1 10o i SOo r 1.0-0 5-0-0 7 SCab • 1:15.7 8.00 12 2 1 4 N4 = 5-0-0 5-0-0 LOADING (psf) SPACING 2-" CSI DEFL in (loc) Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.39 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.09 Vert(TL) -0.10 1 >144 BCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Vdefl = 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.2D BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. REACTIONS (lb/size) 3=165/Mechanical, 2=327/0-4-0, 4=48/Mechanical Max Horz2=212(load case 5) Max Uplift3=-218(load case 5), 2=-157(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=34, 2-3=60 BOT CHORD 2-4=0 NOTES (4) 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 ofwithstanding 218 lb uplift at joint 3 and 157 lb uplift at joint 2. 4) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard p1 BUDI t No. 4.5161 STATE OF s••.JOR oa' S aNA1. A WARMNO - verb fy design parnmetors and READ NOTES ON TffiS AND REVERSE SWE 96PORE USE. Design valid lot use only with MITek connectors. This design is based only upon parameters shown, and is for an Individual building component to be Installed and loaded veillcolly• AppllaabMy of design parameters and prover Incorporation of component is iesponsibiity of building designer - not truss designer. 8focing 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 btactng of the oveta0 structure is the tesponslblllty of the building designer. For general guidance regarding fabrication, quality control• storage, delivery, election and bracing, consult OST-88 Qualify Standard, DSB-89 Bracing SpocMlcation, and HIB-91 Handling Installing and Bracing Recommendation avaRable from Truss Plate Institute, 583 D'Onofrlo Drive. Madison, WI5371 v. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13i. *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 eachaa other. 0 WEBS J5 a:3. Place plates on each face of truss at each For 4 x 2 orientation, locate o , a ; Q joint and embed fully. Avoid knots and wane plates/s" from outside edge of 01 O a at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chordsplices 1/ 4 atpanel length(+ 6" from adjacent joint.) CA7, BOTTOM CHORDS Thissymbolindicatesthe5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and 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 it. 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, CLIP TM PANEL erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018, 019 aAYG-NAIL ® N%DRO,A/R® Job Truss Truss Type Oty Ply HORTON 14421361 R2879D K1 ROOF TRUSS 1 1 optional) ACCU-SPAN-TH, LONGWOOD. FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:36 2003 Page 1 r 5 0 5.0-0 2 Scale • tas.e 6.ao F1z t H a 2.a - 5-0-0 5-0-0 LOADING (psf) SPACING 2-M CSI DEFL in (loc) Udefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.40 Vert(LL) Na - Na 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) 1st LC LL Min Udefl = 480 Weight: 16 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-0 oc puriins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. REACTIONS (lb/size) 1=224/0-4-0, 2=177/Mechanical, 3=48/Mechanical Max Horz1=199(load case 5) Max Upliftl=-93(load case 5), 2=-222(load case 5) FORCES ( lb) - First Load Case Only TOP CHORD 1-2=66 BOT CHORD 1-3=0 NOTES ( 4) 1) Wind: AS(.;E 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 93 lb uplift at joint 1 and 222 lb uplift at joint 2. 4) Truss Engineer. Junaidie Budiman, PEtd45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard p, E 13 No. 4.5161 STATE OF A' O R IO I' I+ NAf. PON AIVARNINO - Ve ft design pamrrseters and R&W NOTES ON THIS AND REVERSE SME BEFORE USE - Design valid for use only with Mtfek connectors. this design It based only upon parameters shown, and If for an tndtvtdual building component to be Installed and boded veitbally. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for bteral support of Individual web members onty. Additional temporary bracing to Insure stability duiing construction Is the responslblllty of the erector. Additional permanent bracing of the overall structure Is the iesponslbelty of the building designer. For general guidance regarding fobrbatbn, quality control, storage, delivery, erection and bracing, consuit CST-a8 Quality Standard, DSB-89 Bracing Specification. and HIS-91 MiTek® HandlingInstallingandBracingRecommendationavailablefromTrussPlateInstitute, 593 D'Onofrb Ddve, Madison, WI53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t3/. * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply plates to both sides of truss and 1. 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.. 2. Cut members to bear tightly against eachC7 other. WEBX JS 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i a Q joint and embed fully. Avoid knots and wane plates I/s" from outside edge of a o_ at joint locations. truss and vertical web. a 4. Unless otherwise noted, locate chords IlcesP I14ceVc6oat panel length(+ 6" from adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MiTek/Gang-Nall Joint/Plate Placement Chart. FARTHEST To THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferringWISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses withwhichbearings (supports) occur. stacks of construction materials, mi! 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORMOIB.OIV o wG-wuL Q HYDRO -AIR® Job Truss Truss Type Qty Ply HORTON 14421362 R2879D L ROOFTRUSS 3 1 optional) ACCUSPAN-THt LONGWOOD, FL, MTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:37 2003 Page 1 1-0-0 3-0-0 Scab • 1:10.3 S.00 r12 2 1 4 2A 3-0-0 LOADING (psf) SPACING 2-M CS1 DEFL in (loc) Udefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.12 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(fL) -0.02 1 >869 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Well = 480 Weight: 11 lb 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-M oc bracing. REACTIONS (lb/size) 3=82/Mechanical, 2=242/0-4-0, 4=28/Mechanical Max Horz 2=133(load case 5) Max Uplift3=-125(load case 5), 2=-147(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=34, 2-3=30 BOT CHORD 2-4=0 NOTES (4) 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 125 lb uplift at joint 3 and 147 lb uplift at joint 2. 4) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard BUQ No. 4.5161 • ,t STATE OF oR Boa•'' NA1. A& WARNING - VerVy design pascrneterir and READ !VOTES ONTffi8 AND REVERSE SWE BEFORE USE. ® Design valid for use only with MiTek connectors. This design b based only upon parameters shown, and b for an individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bNcing of the overall structure b the responsibility of the building designer. For general guidance regarding fobrlcatlan, quality control, storage, delivery, erection and bracing, consu8 OST-88 Quality Standard, DSB-89 Bracing Specification, and MIS-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrla Drive, Madison, WI53719. MiTek® Symbols PLATE LOCATION AND ORIENTATION 13/. *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 Q 0 For 4 x 2 orientation, locate plates 1/8" from outside edge of otrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating formal refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 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. 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. OM 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 GANG -NAIL. HYDRO -AIR® Job Truss Truss Type Oty Ply HORTON 14421363 DR2879D L1 ROOF TRUSS 1 1 optional) ACCUSPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:37 2003 Page 1 3-0.0 3-0-0 Scale • 1:101 e.o0 F2 1 7 a = 3-0-0i 3-0-0 LOADING (psf) SPACING 2-M CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.14 Vert(LL) Na - Na M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(rL) -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) 1st LC LL Min Vdefl = 480 Weight: 10lb 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-M oc bracing. REACTIONS (lb/size) 1=130/0-4-0, 2=103/Mechanical, 3=28/Mechanical Max Holz 1=120(load case 5) Max Uplift1=52(load case 5), 2=-131(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=39 BOT CHORD 1-3=0 NOTES (4) 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 52 lb uplift at joint 1 and 131 lb uplift at joint 2. 4) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard I.' t No, 4.5161 0':. NTATEOF A WARMNO - Ver(& design parameters and READ NOTES ONTWS AND REVERSE SME BEFORE USE. 1DesignvalidforuseonlywithMITekconnectors. This design Isbased only upon parameters shown, and Isfor an Individual building component to be Installed and boded vertically. Applicability of design parameters and proper Incorpotatbn of component is iesponslblilty of building designer - not truss designer. Bracing shown b for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent brbcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult CST-88 Quality Standard, DSB-89 Bracing Specification. and HIS-91 Handling Installina and Broclna RecommerdatlonovaBable from Truss Plate Institute, 593 D'Onofrb Drive, Madison, WI53719. MiTek® Symbols PLATE LOCATION AND ORIENTATION 13/1 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 Q 0 For 4 x 2 orientation, locate plates 1/8" from outside edge of CLtrussandverticalweb. 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-NallJolnt/Plate Placement Chart. FA RTH EST TO TH E LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. Mi! MiTeke FORM018,019 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 o at joint locations. a 4. Unless otherwise noted, locate chord splices o at 1/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. O Son PANEL T~ CLIP HYDRO,A/R 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or puriins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job Truss Truss Type City Ply HORTON 11111) 14421364 DR2879D M ROOFTRUSS 3 1 optional) ACCUSPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:38 2003 Page 1 3 t-0.0 t-o-0 Scab - 1:5.9 9.00 F12 2 1 4 t-0.0 2z4 = 1-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.09 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(fL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/deft = 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=71(load case 4) Max Uplift3=-31(load case 5), 2=-154(load case 4) Max Grav3=31(load case 4), 2=173(load Case l ). 4=10(load case 1) FORCES (lb) - First Load Case Only TOP CHORD 1-2=33, 2-3=-40 BOT CHORD 2-4=0 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partiallyMWFRS 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 31 lb uplift at joint 3 and 154 lb uplift at joint 2. 4) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard 18 lF I t No, 4.5161 O SITATE OF w0RIOA*'' r.6.06 ANAL AWARMNO - Ver(& design pamnssere and READ NOTES ONTWS AND REVER.4C &WE BEFORE VW. Design valid for use only with MITek connectors. This design Is based only upon parameters shown• and Is for an IndlAdual 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. AddBlanal temporary bracing to Insure stability during construction is the responslblllty of the erector. Additional permanent bNcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delveiy, erection and bracing, consul OST-88 Quality Standard, DSB-BO Bracing Specification. and NIB-91 Handling Installlnq and Bracing Recommendation available from Truss Plate Institute. 583 D'Onohla Drive, Madison, WI53719. MiTek® Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 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. 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-NallJolnt/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", 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® FORM018.019NYDRD,A/R® 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 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 Jog Truss Truss Type Qty Ply HORTON 14421365 DR2879D Mt ROOF TRUSS 1 1 optional) ACCUSPAN-THtLONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:39 2003 Page 1 2 1-0.0 1-0-0 Scale 1:5.9 9.00 Fl2 1 J t-0-0 2w = 1-0-0 LOADING (psf) SPACING 2-M CSI DEFL in (loc) Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.02 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(rL) -0.00 2 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Vdefl = 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-", 2=35/Mechanical, 3=10/Mechanical Max Horz 1=42(load case 5) Max Upliftl =-1 7(load case 5), 2=-46(load case 5} FORCES (lb) - First Load Case Only TOP CHORD 1-2=14 BOT CHORD 1-3=0 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partiallyMW FRS 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 17 lb uplift at joint 1 and 46 lb uplift at joint 2. 4) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard 9iF- 13 No.4.5161 STATE OF w S'•'o OR QWAJtMNG - Ver-W deafyn parameters and READ NOTES ON TffiS AND JtSVZRSE SWE BF"J a USE. Design valid tot use only with Mffek connectors. This design Is based only upon parameters shown, and Is tot an individual building component to be Installed and boded vertically. ApplicoblUty of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is dot lateral support of Individual web members only. Additional temporary bracing to Insure dobWiy during construction Is the responsibility of the erector. Additional permanent bilScing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, election and bracing, consult OST•88 Quality Standard, OSS-89 Bracing Specification, and HIB-91 MiTek® Handling Installlna and Bracing RecommwWatlon available from Truss Plate Institute, 593 D'Onohb Drive, Madison, WI5371 V. 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 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.. 2. Cut members to bear tightly against each other. O a: WEBS J5 3. Place plates on each face of truss at each 4 x 2 orientation, locateFor 0 3 , Q joint and embed fully. Avoid knots and wane plates/a" from outside edge of a y o at joint locations. truss and vertical web. a 4. Unless otherwise noted, locate chordsP Ilces1/4oat panel length(+ 6" from adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. H MiTeke 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 HMRO,A/R Truss Truss Type Qty Ply HORTON 14421366 F22879D S ROOF TRUSS 2 1 optional) ACCUSPAN-TH1 LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 Z02 MiTek Industries, Inc. Mon Jan 27 15:40:59 2003 Page 1 5-2-5 9.10.13l r 1-5-0 5-2-5 4-8-7 120.21yscaba 4.24 12 k+ a z 20 IIr e 5 30 - 2,e - i 5-2-5 9.10-13 1 52.5 4.8-7 LOADING (psf) SPACING 2-M CSI DEFL in floc) Udefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.59 Vert(LL) 0.05 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 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/deft = 480 Weight: 42lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-" oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 8-0-10 oc bracing. WEBS 2X4SYP No.3 REACTIONS ( lb/size) 4=31 1 /Mechanical, 2=523/0-5-11, 5=429/Mechanical Max Horz2=367(load case 2) Max Uplift4=369(load case 5), 2=-292(load case 2). 5=-212(load case 3) FORCES ( lb) - First Load Case Only TOP CHORD 1-2=35, 2-3=-942, 3-4=76 BOT CHORD 2-7=863, 6-7=863, 5-0=0 WEBS 3-7=166, 3-6=-941 NOTES ( 4) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially,MWFRSgable 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 369 lb uplift at joint 4, 292 lb uplift at joint 2 and 212 lb uplift at joint 5. 4) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.33, Plate Increase=1.33 1 Uniform Loads (plf) Vert: 1-2=-74.0 Trapezoidal Loads (plo Vert: 2=-4.4-to.4=-183.1, 2=0.0-to-5=49.5 k NO, 4.5161 ,k 0 : STATE c o R IoSQNA1.• AWARMING - VerW design pasametom and READ NOTES ON THIS AND RE VERSE SIDE BEFORE V=- Design valid lot use only with MiTek connectors. This design Is based only upon parameters shown, and b for on Individual building component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component Is iesponslbllBy of building designer - not truss deslgnet. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability duiing 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, consuff CST-88 Quality Standard, 0116.89 Bracing Specification, and HIB-91 Handling Installlnq and Bnracing RecommerWalloovallable fromTrussPlateInstitute, 583 D'Onof o Drive, Madison, W153719. 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 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 eachc: Q other. O a:3. WEBS J5 Place plates on each face of truss at each For 4 x 2 orientation, locate o U a ,, Q O joint and embed fully. Avoid knots and wane at joint locations. plates 1/8" from outside edge of a truss and vertical web. o a o 4. Unless otherwise noted, locate chord splices at /4 length(+ 6" fromc. panel adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE 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. MiTeko TM PANEL CLIP FORM018,019 ono-1,WL fMRO,AZR® 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. ONE BY WOOD BUCK BY OTHERS CAULK BETWEEN vINDOW FLAT -- - 6 WOOD BUCK SruccD BY OTHERS PERIMETCR CAULK BY. OTHERS RIGID VINYL GLAZING BEADTYPJ CAULK BETWEEN B.v. CONCRETE OP WOOD BUCK 1. (BUCK WIDTH) IUSONRY OPENING MaS'Y. OPENING BY OTHERS BY OTHERS INSTALLATION TAPCOP, ONE 9Y WOOD 3/16. O!A TAPCON I BUCK BY OTHERS 1 1-1/4" MIN. C SHIM AS REO'D c EMBEDMENT t/(, MAX* RIGID v EGLAZINGGBEADaD (SEE NOTES) INSTALLATION ANCHOR ITYP.) 3/16' D1A. TAPCON SHIM AS REDID. t/a Max cSEE NOTES? (TYPxSEE NOTES I-1/.' MIN EMBEDMENT c ST 0 BY THERS v CALL BUCK SIZE'; SIZE i2 In i/a X 25 13 la 1/a X 37 3 14 to 1/a x 49 s p 145 1e 1/8 X 55 1/. 1a15 . 1/8 -X 62 76 c Ta 7/a X 71 n (6 1 X a3 FLANF£. Tt'PE '.TH3 - 2525 112 It 251/2.X 37 3roFLANGETYPE '`WINDOW FRAME-.. .. .:7Hs .23 1/2 X 19SrovINDOVFRAME . =A'16 {AUI,IC BETWEEN `IH45 - 25 1/2 X 55 1/. HEADER WINDOW FLANGE 9M5 25 1/2 x 62 t.WOOD EUCK PERIMETER IM6 25 1/2 X 71 CAULK IHL_ 25 1/2 x 63 GLASS - BY OTHERS 30 1/2 . 26 29 1/2 X 25 TYPJ-(SEE NOTES) W.W. 30 1/2 • 3a 3ro 29 1/2 X 31 3/aWINDOWWIDTH) 30 1/2 . SD 5/8 29 1/2 X .9 5ro b BUCK CAULK BETWEEN WINDOW HEIGHT) FLANGE 6 PRECAST SILL v/ VULKEM 116 ADHESIVE CAULK. OR APRV•D. EOL. SECTION B-B FLANGE TYPE PERUQTER CAULK WINDOW FRAME SILL BY OTHERS I v W.W. - 9YST LLOTHERS J a q NOTE[. . SECTION A —A E I 1) SHIN AS REO'D. AT EACH INSTALLATION ANCHOR. MAx. ALLOW.:eLE SHIM STACK TO T— 1 BE 1/4- p 2) WINDOW FP' WE MATERIAL ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH, TO AC'HIEVE v MIN. EMBEDMENT OF 1-1/s' INTO MASONRY OR CONCRETE. s) USE SILICOMZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD It tc JAME'S. SILL MUST 6E ATTACHED TO THE SUBSTRATE -1.4 BVLEKEM116ADHESIVECAULKORAPPROVEDEOIJAL. I 5) USE. SILICONIZED ACRYLIC CAULK FOP, PERIMETER SEAL AROUND _ W H IExTEP*R OF WINDOW FLANGE. F 6) IF EXACT WINDOW SIZE IS NOT UST79 IN ANCHOR CHART. US_ ANCHOR CAJANTITY LISTED WITH NEXT LARGER SIZE. FOF T_r APPROPRbAI1 DESIGN PRESSURE REO'D. 7) GLASS THICKNESS N.AY VARY PER THE F.EOL:IRZaENTS GF AST. jE1300CLASSCHARTS. e) LETTER -ESIGNATIONS ON THE TAPCON LOCATION C%::APT INDIC=. _ WHERE TA=CON ANCHORS ARE TO BE INSTALL_L WHEN US;::G Tr_ ( I 1 1 EXTERIOR ZLEVATION AS A KEY. 1 9) ALL FACTORY APPLIED f OLES NOT DESIGNATFD FOR TA.{CN iANCHORSHOULDEEF4! ED WITH la SCREWS O, SUF:IGE.: LTH;. rtiTOPR YIN • - M JLO EUI .. 10 - R _ _ LO ILIA _Xir 1rr - UD£R - 0 _Er[IE. SINGLE HANG IC <i1GWr1 -15PRINTN_SO APPUES TO i=_ FLORIDA EATRU'HRS iSGG -._ -=IZCSERIESSING' _ HUNGS. VAX ION11) WH h.\CO" IS IN _-. y b:A _YNf W- JSRJriWfs_C I, 7-r c SUF IC-v -YG A."I'/. 1-3 NN _ _ \ i_ uJi I 11 rJr•I E-Y \. I EIliALL .r.> -._/_ 1' _/. . I %mil 1 i i 30 1/2 . 56 1/. 29 1/2 X 55 t/. CAULK BETWEEN 30 1/2 • 63 29 1/2 X. 62 WOOD BUCK IL 30 1/2 . 72 29 1/2 x 71 MAS'Y._OPENING 30 1 2. a. 29 r 2 x a3 BY OTHERS 36 K 25 23 _ 36 X 37 WIT 24 _ 36 X N $/a 2.5 3a X 55 1/4 25 36 x 62 ' CONCRETE OR 26 7136x71 MASONRY OPENING j7 36 x a3 BY OTHERS 26 41 X 25 Q . x J/n al i 37 3/a Q . 50 5/8 t X •9 5/e at x 55 1/. 41 x 62 A2 : i2 1 X 71 TAPCON LOCATION roro CHART LOCATIONS IN HEAD LOCAL 30Ps7 TO 40 411 TO 70PSF 3OP5-, 'TO F.G 6 B F.G B 8 fA 8 8 F.GF.G. e . e 8 B Fes' F.G e 8 F.GF.CJJ B F.G a 6 F.G 8 B F.G 8 6 F.G e B F.Cili e 6 F.GJ.M e a F.G e e F.G e e F.G e e F.GH.1 e e F.GHJ E e F.G.Jx e e F;C e 9 FJ 8 E F GHJ 6 e F,GJU 8 8 F.GJU E,_ K a2 . ea t X 63 I e I ' S F.G.J.K a . 26 A7 X 25 5 A.0 F, 77 O• / a . x 3/3 46 . 50 5/3 56 1/. 7 X 37 1/- 7 x .9 1/3 1 x SS 1/. Ba B A.0 A.0A.0 F.GF.G F.G.HJ y' _ ;• 46 . 63 a : 72 7 X 62 7 x 347xE3 a5 A.0A.0 F.GHJ F K 32 52 I/n x 25 6 A.0 F.G 33 52 t/a x `7 3/a S A.0 F.G AzAte• 343A5 52 1/a X 9 3/8 52 1/8 x 55. 1/. oa A.0A.0 F,GHJ F,G,4,1 35 52 1/a x 62 B A,C F,C,H,1 1"l z) f1 3637 52 I/S x 71 521/5 x'3 8 A.0r F.G.H,I FGJK V 37 SIZ_ NOT A—LABLE IN 1000 OP. I500 SERIES. Ilk NS .IN JAMB f,CHJ F,GHJ F.G.J.K F.GF,CHJ F.GHJUiF.GHJ.::; F.G"J K F.G.HJ. - - a.E.F,GH.i F.G.H.1 F,GHJ F.G.MJ O.E.F,GHj O.EF.Ciii D.E.F.0 HJ.J.K F,GF.G.HJ NTER-NATIONAL. INCFLORIDAEXTRUDERSSANFORD. FLORIDA TITLE: rT ' I A' ; a-1r ET SGI HUNG: sL *N_"E !N?I uS - j_P. _S !000 1500 E 2000 DRAWN BY: 1 APP?OVEO BY: .. DATE:II0/i1 l/U!;_CaLE:P.Tc IDWC...: ; LEX00!o EmBEDmFNT WINDOW -WIDTH 1/4' MAX - SHEATHING TWO BY WOOD SHIM SPACE CAULK BETWEEN By OTHERS By OTHERS TWO By WOODWINDOWFIN & SHIM AS REOIB* SHEATHING (SEE NOTES) STUD BY OTHERS SHIM AS RCO'D. INSTALLATION ANCHOR (SEE NOTES) 8 WOOD SCREW C NTRALF STUCCO ENDED HEBYOTHERSZ1RWAXTT_ 7, INSTALLATMN ANCHOR 48 WOOD SCFE,4 s-. uccc. --- !,,- . W- BY OTHER' CAULK ;_' EPJE7_N WINDOIJ F! silr- AT it4c. 3, MmEp!; col 1 Tva BY VC10D sr aT,Eas i' mim -All M-2--D<NT REVI DESCRIPTION DATE FLORIDA EXTRUINTERNATIONAL, INC. DERS SANFORD, FLORIDA TITLE: INSTALLATION D_7='L W/92 SCREWS R ES - 1 LiUNG FINSr_ 100), 1500, mI IWN BY:55 APPROVED BY: CONCRETL UXMASONRYOPENING BY OTHERS ONE BY WOOD BUCK BY OTHERS CAULK BETWEEN VINDOW FLANGE '1 L WOOD BUCK STUCCO J BY OTHERS PERIMETER CAULK — BY OTHERS - GLASS (TYPJ SEE NOTES) VR VINDOVHEIGHT) PERIMETER CAULK BY OTHERS rINSTALLATION ANCHOR 3/16' DIA. TAPCON CAULK BETVEEN WOOD BUCK L MAS'Y. OPENING BY OTHERS GLASS (TrP.) C 1-1/6' MIN. - (SEE NOTES) ex EMBEDMENT I voLwI1 SHIN AS REO'D. 1/4' MAX. 1 1J" TtnS1 SS STCSEENOTES) FLANGE TYPE WINDOW FRAME --- W.W. ---j RIDGED VINYL cLanNG - ecan T— B I— BUCK / HEIGHT) B e RIDGED VINYL GLAZING BEAD FLANGE TYPE WINDOW FRAME B.V. BUCK WIDTH) SHIM AS REO'D. - I/d' MAX. SEE NOTES) —\ RIDGED VINYL GLAZING BEAD CONCRETE ORE"BENCnf MASONRY OPENING BY OTHER-- C INSTALLATION ANCHOR 3/16' Dla. TAPCON v 0 v ONE BY WOOD BUCK BY OTHERS FLANGE TYPE -- WINDOW FRAME - o CAULK bE7VENEN PERIMETERVINDOWFLAGE CAULKLWOODBUCKBYOTHERS. CAULK BETWEEN VOOD BUCK L V.V. MA$'T. OPENING WINDOW WIDTH) — BY OTHERS STUCCO. BY OTHERS - SECTION B-B NO ES 1) SHIM AS REO-D. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE SHIM STACK r0 6E 1/4'. 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) 3/16 DIA TAPCON INSTALLATION ANCHORS MUST 6E OF SUFFICIENT LTH. TO ACHIEVE MIN. EMBEDMENT OF 1-1/4- INTO MASONRY OR CONCRETE. a) USE SILICON, ZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD &JAMBS. Slll MUST 6E ATTACHED TO THE SUBSTRATE WITH VULKEM 116 ADHESIVE .CAULK OR APPROVED EOUAL. 5) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUNO EXTERIOR OF WINDOW FLANGE. 6) IF EXACT WINDOW SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR OUANTITY LISTED WITH NEXT LARGER SIZE, FOR THE APPROPRIATE DESIGN PRESSUP.E RED'^. 7) GLASS THICKNESS MAY VARY PER THE REONP.EMENTS G:' ASTM E1300 GLASS CHARTS. O.C. MAX. (TYP.) &) WHERE SPACING EETWEEN TAPCON ANCHORS EXCEEDS 24 IN.. O.C., 13 SCREWS OF SUFFICENT I LTH. TO PROVIDE MIN. 5/8 IN. EMBEDMENT INTO WOOD FUCK SHOULD 6E INSTALLED. I 9) FLORIDA EXTRUDERS 7000 SERIES FIXED WINDOW IS SHO'•VN. THIS PRINT ALSO APPLIES TO THE 6' MAX. (TYP.) FLORIDA EXTRUDERS 2000 SERIES FIXED WINDOWS. r 1I SEE BACK OF THIS SH.T. FOR INSTL'N ANCHOR REOUI=EG=NTS. I1) APPLICATION OF VULKEM 116 ADHESIVE CAULK AT FRAME SILL MUST COMPLY WITH SEALANT F T S A VIEWED FROM EX I EKIOr MANUFAC-URER S R_COMM -N ION . 12). WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A STRUCTUAL TWO BY WOOD BUCK. USE §; SCREW$ OF SUFFICIENT LENGTH TO ACHIEVE 1 -3/ 3' MIN. EI.ICEOMENT, 13) WINDOW UNITS, CAN :E MULLED TO OTHER UNITS USING ALUMINUM TUEE MULLION. SEE MULLION INSTALUTION SHEETS FOP,_ REOUIREMENTS. FLORIDA EXTRUDERS INTERNn 4NFORD, FL. INC FLOP.[DA TFLE INSTAL AT_pN r W/ nl= SY cUCK WINDOW -ACE . L PR_EAS I :X_D FL NC ':N ula - SEPIES i0002 rOCJ DRAWN BY: APPROVED CR CC I JIJI. Sr—^ 1 % 7000007 DALE !0/22,C1 SCALE N!S IDPiG : SHEATHING BY OTHERS I' nIN. CAULK VEEN EMBEDMENT VINDGI FIN L WOOD FRAMING SHCAiH1NG I BT OTHERS INSTALLATION I p 7 ©• j\ •F. - ANCHOR R6 SCREW FLOJUDA B- A iyln. AS RED,OCENTA-`' ssL NAME: SEE NOTES) A U1' A ry-ixt7 RExiERIORFINISHlii1Nti1LW1LRJuQrOTHERS - _ a1/4' MAX. ! ( J SHIM SPACE MASTER ME # s r GLAZING SEE NOTE 6) j PERIMETER - CAULK WINDOW WIDTH . MAX. SHIMSHIM SPACE I Y L WOOD FRAMING BY OTHERS SHEATHING BY OTHERS I .S. INSTALLATIONByOTHERSl_1 ANCHOR FIN TYPE x8 SCREW WINDOW FRAME - aI EXTERIOR - CAULK BETWEEN WINDOW FIN 6 SHEATHING SECTION B-B FIN TYPE pER(nE TER EXTERIOR FINISHWINDOwFRAMECAULK - BY OTHERS BY OTHERS - GLAZING NOTES VINDOV (SEE NOTE 6) I) SHIM AS REO'0. AT EACH INSTALLATION ANCHOR HEIGHT BUCK WITH LOAD .BEARING SHIM. MAX. ALLOWABLE SHIM ExTER:OR HEIGHT STACK TO BE 1/4 I I PERInE LERCAULK By OTHERS 1 N iALLA iGN ANCHO-. — r WE'GD SCREW Ex T_-:LAP TiNiS CAULK iN 0': F;N J= I.IC. L _ T- FIN TYPE WINDOW FRANC SP _, D I/ MAX SEE NOTES) WOGC F:RAM!NG BUCK 71 VIHE IDOV GMT WINDOW WIDTH - A 1 I B 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) INSTALLATIONS ANCHORS MUST BE OF SUFFICIENT LENGHT TO ACHIEVE MIN. EMBEOMENT OF 1" INTO WOOD FRAME. 4) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND 'EXTERIOR. OF WINDOW FRAME. ' 5) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FIN. 6) CLASS THICKNESS MAY VARY PEP.. REOUIP.EMENi4 OF ASTM E1300 CLASS CHARTS. SINGLE GLAZINGISSHOWN, INSULATING GLASS ALSO OUALIFI'cO.- 7) FLORIDA EXTPUDERS 2000 SERIES FIXED PICTURE WINDOW IS SHOWN. THIS PRINT ALSO APPLIES TOTTHEFLORIDAEXTRUDERS1500AND1000SERIES PICTURE WINDOW, B 8) SPACE INSTALLATION ANCHORS AT 6-MAX. FROM CORNEP.S AND MAX. 24' O.C. DESIGN PRESSURE CAPACITY OF INSTALLATIONS. WITH. ANCHOR SPACING AS STATED. IS 70.0 PSF FOR P _1 i ALL AVAILABLE SIZES UP TO 73- X 71' OR BY X 95' OR. 119' x 37-3/6- MAX._ 9) WINDOW UNIT CAN BE MULLED TO OTHER UNITS ELEVATION USING ALUMINUM TU°E MULI:ON SEE MULLION INSTALLATION SHEETS FOP. ..?EOIREMENiS. VIENlED FROM EXTER10R TERNATIONAL, INCFLORIDAEXTRUDERSI" AiNFORD, FLORIDA TITLE: INSTALL AT'1JN ii= TAiI_ W/ €d W(10D SC=W FIXED FIN WIND- - SF'RIES 2C)ool 1000 DP..W' BY: I?DROVED 3'r: DATE ? / I _.ID'wc.: I_= it rJ_ HEATHING IY OTHERS - 3 WSTALLATION TQR SCREW CTTP EXTERIOR FINISH BY OTHERS TER CAULK I B OTHERSFRAHE 14EAMER I Mozi EXTERIOR VP NAX- 48 INSTALLATION CAULK BEHIND EIN - SHIN SPACE ANCHOR SCREW (TYP) - SHIM AS RED-D. -TWO BY FRAMING TVO BY BUILD (SEE NOTES) BY OTHERS .._ DDVN BY OTHERS - CAULK BEHIND IN FIN CRAME ,NWB P\ TER CAULK II [lSfC FIN FRAME SILL BY OTHERS HIMASREO'D.— NOTES) I .XTERIOR FINISH IYOTHCP,S I '8 INSTALLATION- I &CHOP SCREV (TYP.) ip SHEATHING — I BY OTHERS I' him I&DKNI SECTION' A -A L yr ux. Si+In SPACE EXTERIOR ELEVATION T'J BY F AM:NG BY OTTERS i CAULK BEHIND FIN L1 '• r 2002 IwT A EXTERIOR ELEVATION FLORIDA EXTRUDERS'SA OARoFLORIDA TITLE: FIN INSTALLATION DETAIL DESIGNER FIXED WINDOW 1000, 1750, & 2000 SERIES DP.AWN BY: BB , APPROVED BY: DATE:02/14/02 ISCALE:NTS IDwc.: FLEX0037 ONE BY BUCK BY OTHERS CAULKFLANGE LSBETWEEN WINDOW SHEATHING L.YVOOD (TYP-) BY OTHERS EXTERIOR FBNISH BY OTHERS PERIMETER CAULK BY OTHERS VINDOW FRAME HEAD W84DOWHEGHT EXTERIOR, WINDOW FRAME SILL PERIMETER CAULK BY OTHERS EXTERIOR —\ FINISH BY OTHERS \ SHIM AS REO'D SEE MOTES) GLAZING (TYP. SEE MOTES) SHIM AS REO'D SEE NOTES) INSTALLATION ANCHOR 1-3/8MIN. ENBEOMENi 4I0 SCREW BUCK WIDTH 1/4 MAX. SHIM SPACE CAULK BE TVEEN_::, ...'. BUILD .DOWN BY OTHERS TWO BY BUCK ALSO APPLIES NOTES. - TWO BY FRAMING &:CONCRETE TO SILL) 1) SHIM AS REO'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM- MAX_ BY 07HERS BY OTHERS_: ALLOWABLE SHIM STACK TO BE 1/4-. 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 1- 3/8' LAN. 3) TAPCON INSTALLATION ANCHORS AT SILL MUST BE OF SUFFICIENT LTH_ TO ACHIEVE SHIM AS REO'D EMBEDMENT- MIN. EMBEDMENT OF 1-1/4' INTO MASONRY' OR CONCRETE. /10 RlSTALLATION (SEE NOTES) INSTALLATION ANCrVR SCREWS AT HEAD & JAMBS MUST 'BE OF SUFFICIENT LENGTH TO ACHIEVE 1-3 8" M10 SCREW i ^F MIN.. EMBEDMENT INTO WOOD FRAMING AND BUILD DOWNWHEREREOUIRED - - _ L $'.- 3-£Sti WSTALIAT10M ANCHORS &: SCREWS TO BE PLACED 6 IN. FROM CORNERS & 24 :IN. . o:C• MAX. WINDOW FRAME - Y 'WLvEEn4 d y4) USE SLLICON[ZEO-ACRYLICCAULK BEHIND WINDOW FLANGE AT HEAD $ILL &JAMBS.- JAMB y. ,VINDOV FLANGE 5) USE S&CONaM ACRYM CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF S aT< F'{tX NOODjBUITca WINDOW FLANGE. , .. ..:..: GLAZING <TYP` SPA 6). GLASS THICKNESS MAY•VARY PER.THE REQUIREMENTS OF ASTM E13W GLASS SEE NOTES) SHIM CHARTS:'' SO4CLE GLAZING IS SHOWK 'INSULATING 4GLASS IS ALSO CX/ALIFIED z 7) BUILD DOWN IIROVNO' Cl1RVED PORTION OF WINDOW FRAME TO.OEEN(2NEERED 8Y k ?, OTHERS: BUILD GOMUST 8E OF STRENGTH TO ADEQUATELY WN a Yk47 TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. 8) FLORIDA EXTRUDERS 1000 'SERIES DESIGNER WINDOW SHOWN_ THIS PRINT ALSOrsv4l,+t APPLIES TO FLORIDAEXTRUDERS1750'SERIES & 2000 SERFS. 9) ELEVATIONS SHOW COMMON CONFIGURATgNS. IT IS NOT MTENOEO 70 UWT USE OF= •NILS[!Rf 1# - . THIS PRODUCT TO THESE TWO CONFCURATIONS, THIS SHEEP APPLIES TO ALL PERIMETER CAULK CONFIGURAOONS THAT CAN BE MANUFACTURED FROM THE 1000. 1750, & 2(100 BY OTTE ANRS SERIES DESIGNERFIXED WINDOW FRAMING SYSTEMS. 10) WINDOW UNIT CAN ALSO BE MULLED TO OTHER UNITS USING ALUMINUM TUBE WINDOW WIDTH " MULLION. SEE MULLION INSTALLATION SHEETS FOR REOUIREMENTS. EXTERIQ2 FINSH SECTION 6- B BY OTHERS WINDOW WIDTH BUCK- WINDOW WIDTH . HEIGHT - - - A A ow - wul Nro-air S...SPACEA —_ EXTERIOR ELEVATION CAULK BETWEEN WINDOW FLANGE d t L ONE By WOODBUCK1-1/4- uINCENTRAL FLORIDA B.O. A- F . CAULK BETWEEN EMBEDMENT V000 BACK l UFAGME D NAM: HASOTHE OPENING ONE BYVOOD + v u Sibb BY OTHERS BUCK By GiFFRS CONCRETE OR SECTION A. - A 1 USTER F # { MASONRY INS iALL i 1_ ANC11OP — ' - BY OTHERS3116' Di: 74%CON A EXTERIOR ELEVATION NAL, INC FLORIDA EXTRUDERS'" SANFORD FLORIDATITLE: FLANGE INSTALLATION DETAIL V/ FRAME BUILD DOVN DESIGNER FIXED WINDOW 1000, 1750, & 2000 SERIES. DRAWN BY: BB APPROVED BY - DATE 02112.102 SCALE: NTS IDWC.: FLEX0036 SHI..-AS RE-04 SHEATHING (SEE NOTES) BY PTHERS CALK-K BETVEEN DOOR FLANGE L SHEATHING R Ti SLIDING CLASS DOOR FRAME SILL 4z DOOR TERIAL: ALLIMINLIN ALLOY 6061' 722 .9 INSTALLATION SCREWS MIST BE OF SWIE.E.T IENGTR`iO Z OF 1-VD' INTO W000. TAPCON TYPE -I.STALLATIO. ANCMORS At SILL MIST -BE 4T SuFFICIEW LENGTH TO ACHIEVE Him. EMBEDMENT Or s-t/4- LNTO'SONRY CRC 66 3) INSTALLATION ANCHOR CMA2r ON BACK Or THIS SHEET. 43 USC MICOMIZ-_!) ACRYLIC CAULK. BEHIND DOOR FLANGE AT HEAD & Y 91 N SILICCNIZED ACRYLIC CAULK FOR PERIMETER SEAL AROuM0 EXTERIOR Or DOOR S) USE EXACTDOOR IZEISNOT LISTED IMANCHOR CHART, USE ANCHOR OUARTITY LISTED WITM'W_XT S 63WLARGERSIZE. FORTHE APPROPRIATE DESIGN PRESSURE REO*D. 7 FOR POCKET DOM SIZES USE CLOSEST BYPASS DOOR SIZE'a CONrIGURATION TO fIMlS4CB PLACE INS rALLATIOM ANCHORS. IN.FROMT OF HOOK STRIP AS SHOWN f el GLASS TNT KRESS MAY VARY PER PEOUVRENEWS Or ASIR C1300 CLASS CHARTS... ATING DOOR uMITISAPPROVEDUSINGTEMPEREDGLASSINSINGLEGLAZEDOR1.!U LATI 10) JAHSI SILL CORNERS ARE TO BE SEALED IT. A SMALL JOINT SCAN SEALER 11, SHIN RCO- W AT E. SET OF INSTALLATION ANCHEIRS. MAX. ALLOWABLE SmIx STACK TO BE V4'- 2 12) ALL INSTALLATION A.C.EFS MIST BE MADE OF CORROSION RESISTANT MATERIALS. 13, ,<RE — REPRESENTS MOVING PANEL AND '0- REPRESENTS F'IXEO FAREL APPROVED 7 A I I L, LJL I I d I COWIGURATIDN-S ARE AS LISTED ON ANCHOR CHART ON W. OF THIS SHEET: D 14) NOT ALL EDWIGLRATIONS LISTED ABOVE ARE SHO- (IN THIS DRA.I.G. ;j]VEVCR INSTALLATION ENBE OMEN' EXTER ELEVATION SECTIONS "A A-. '". L .03. STRIP DETAIL APPLY TO INSTALLATION OF ALL APPROVED v COW GLjR TIWS. 1-1/4' MIN. 2 PANEL DMR Syf]IdN 133 rLGRIDA EXTRUDERS 1000 S-:QlS SLIDING GLASS BEER IS SHOWN THIS PRINT ALSO APPLIES TO 2000 SERIES —D 5w SERIES. _ PEVI DESCRIPTION I DATE IN EXTRUDERS LIBERALLY APPLY CALILKING, UNDER SILL ' FLEIRID INT. INC. SANFORD FL. OF. SET SILL IN BED TALLATiON -ANCHOR DOOR OF CONCRETE !,! 5' D7=. !A CON TITLE: SLIDING GI INSTALLATION WITH rs SCREWS Sr -CT rNADRAWNBY: B9 APPROVED BY: FLO 1, 20, 32 1 1 I ATE: !21!7101 ISCALE: NHS JDWC Z;- j MKI 1 1000 P.V./DESIGNER SILL (TYP.) - t 4 SELF SMS 1X2X1/8 TUBE MULLION SEALANT B WINDOW Ft I MULLION 1000 P.V./DESIGNER AUXILIARY PLATE SILL CTYPJ (FOR ADDITIONAL ANCHORS. WHEN REWIRED) O 98 X 3/4 SELF TAPPING SMS - IX2X3/8 TUBE MULLION M LL. El . SEALANT BETVEENJ B `—#8 X 3/4. SELFWINDOWFLANGESTAPPINGSMSLMULLION1000S.M. HEAD (TYP.) SEALANT BETWEEN WINDOW FLANGES . SECTION A —A ` (1) L MULLION 1000 .P.V DESIGNER SILL (TYPJ 88 X 3/4 SELF TAPPING SMS 1 X 2 7/16 X 1/8 TUBE MULLION SEALANT BETWEEN WINDOW FLANGES- L MULLION 8 X 3/4 SELF 1000 SA TAPPING SMS HEAD (TYP.) SEALANT BETWEEN SECTION A —A {3) WINDOW FLANGES L MULLION 1000 P.W./DESIGNER SEALANT BETWEEN SILL (TYP.) WINDOW FLANGES - L MULLION 88 X 3/4 SELF TAPPING SMS1 X 4 X 1/8FTUBEMULLION 58 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD LTY=.) APPLIES TO HEAD & SILL WHERE I' X 4' 2" X 4" TUBE MULLIONS ARE USED DETAIL C I A_, -SHEATHING c EN"g' uL FLOMA B.O. A LT,WO BY WOOD 8 X 3/4 SELF CK BY THEF 1000 S.M. TAPPING SMS MANU1 CT UUR NA bE': HEAD (TYP.) SECTION A —A (2) r1000 P.W./DESIGNER . SILL (TYPJ A8 X 3/4 SELF 1000 P.W./DESIGNER NG SMS SILL (TYP.) 4z 1 x 2 7/16 x 3/8 TUBE MULLION k8 X 3/4 SELF TAPPING SMS 2 X 4 X 3/8 SEALANT BETWEEN VINDDV FLANGE MULLION 98 X 3/4 SELF 100.0 S.I-L TAPPING SMS HEAD (TYP.) SECTION A —A (4) 1000 P.V./DESIGNER SILL CTYPJ k8 X 3/4 SELF TAPPING SMS IX4X3/8 N7V FnF--- j T TUBE MULLION 98 x 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) INSTALLATION ANCHOR a8 WOOD SCREW (TYP.) EXTERNAL MULLION INSTALLATION CLIP MULLION .-- DETAIL_S—,ft'L—A TUBE MULLION 1 IF -- 1 1/8' MIN. III EMBEDMENT ELEVATION VIEWED FROM EXTERIOR DETAIL APPLES TO HEAD & SILL WHERE I' X 2" I- X 2 7/I6- TUBE MULLIONS ARE USED NIN STALLATION AN 0 WOOD .SCREW CTYPJ HORIZ. CLIP C8 X 3/4 SELF TAPPING SMS 1000 S.H. SECTION A —A (7) I I e SIN HEAD (TYP.) - EMBEDMENT FLORIDA EXTRUDERS INTERNATIONAL, INC, SANFORD, FLORIDA TITLE: SER. 1000/ 1500 FIN SHEET 1 OF 2 r HORIZONTAL MULLION SECTIONS rSEE IT ricR SIDE (SHEET 2 OF 2) FOR DESIGN PRESSURE CAPACITIES DRAYr BY:MS`i I APPROVED BY: ICk too," SA, X c vY 1/0 WN cm &K 111 TYP.; V/Z_SELF z—TAPPING; S iS JL 711 X 2 X 3/8 'ETAN C Turzr- mlm*q K EY rnKra--E OR IJ.AS( RS, r lc HIM: Jj F E!PrrMCNTI all- 2;-V ti 16) M4 APPIN A islo t-RcmAPPLIES !TO Hc- NA :Ql Ki X 2,111-16 x 3/g. PULL --JAK`S-4(Tl-jMN . M'- KULLMNS.K IM-0 S.R vm JAMB (TYP.) SANE CTYFJ 4c x TAPPT NG -,;S r-* :IlULA. TAF,-V3N x i/2 SE:-F Is 1/2 SELF 'SCREW ING Q.IQ 3 S LL ZIF T EETWEEN - --- --- ALANjic- Xl I 11A'. K SLALANT EVE-TwEam'. TAFP--NZi SMS' p"LL. VINDaw FLAM-ZS A ( 7"' U-LmN SECTiON A X '- f.2 SEL- EcAST SILL -BY MfERS G S14 TAPFD* SMS Ti: TAFPINP. IXil tARY Pl.A c— cC T; N A -A (4-` ISFQTlQN- ,—A f3j -C -N RECUIRE MI. 4 x 3/6 .-A UEix4XTUBE MULLIaN 7 MOP-, 0 r. If A WIER tfA. I A 0 vui JM, cyp.) 1 Am.9 t 46 X 1/2 ScLF I j ts X !-; i- 1;7_.7 INTERNATIO -INC. I' LUI-QUA EXTRUDERSSANFORD, FLORIDA i --R - - . . : r---'. It ., TITLE.F101006LANG ;.SHI.=T 1 OF,2 7- S erP) i7G.R S A-PPFOVED BY: 2-0 12-8-0 BRG, IN ENTRY L 1 8-4-0 , ' I M O: ALL BEARING WALLS TO BE PLACED L 1 PLY HGR. C TIC E! -REVIEW ALL SPAN DIMENSIONS--BRG. WALLSPRIORTOSETTINGTRUSSES.. ' J 1 2 PLY HGR. :ENIGNEERED DRAWINGS--LOADING--PITCH AND OVER/HANGSII- - - - - -WALLS SHOWN ARE TO BE BEARING.. 3 PLY HCR. I -SIGNED APPROVAL: X JOB NUMBER:DR2879D ; ' DATE: 5-23-011PITCH:^8LOCK SHINGLES CCUSPANCUSTOMER: D.R. HORTON 6407-321-1440 BY: T.HJOB NAME: 2879 "D" ELEV. /H: 12`"-- 10-0 C- B1 B1 ` L1 L Bl ` 1 K B1===___-_--- -=-=_======--__- Z.---- B 1 A9 B1 All B1 O A Bl O A B 1 01) A B1 O A U-) B l _ Bl r- A Bl B1 - 0- A - - B1 A Bl L B 1 iM A Bl -- B1 ii B141 A B1 iiii A B 1 L` iii A B1 ;; i Bl E1 - -- E 12-8-0 BRG, IN ENTRY L i 8-4-0 E1480580 19-8-0 ALL BEARING WALLS TO BE PLACED J.L 1 PLY HGR. INCTICEH REVIEW ALL SPAN DIMENSIONS--BRG. WALLSPRIORTOSETTINGTRUSSES.. i-q (S 2 PLY HGR. iENIGNEERED DRAWINGS--LOADING--PITCH AND OVER/HANGSiWALLSSHOWNARETOBEBEARING.- 3 PLY HGR. I -SIGNED APPROVAL: X JOB NUMBER:DR2879D `11 r DATE: 5-23-01 PITCH: [ LOAD: SHINGLESCCUSPANCUSTOMER: D.R. HORTON 6A07-321-1440 BY: T. /H: 12" H. JOB NAME: 2879 "D" ELEV. BRG: BLOCK CD I CD I