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332 Lusitano Way - BR04-000029 - SFRPERMIT ADDRESS SUBDIVISION cn CONTRACTOR PERMIT # ® , " DATE ` ®.7 LP ADDRESS D R Horton PERMIT DESCRIPTION6250HazeltineNat'l Dr #102 - - - - - Orlando, FL 32822 PERMIT VALUATION CBC 055300 A PHONE NUMBER — SQUARE FOOTAGE PROPERTY OWNER ADDRESS PHONE NUMBER 6 ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MI SCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE FEE CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 332 LUSITANO WAY for which permit 04-00000029 has heretofore been issued on 10/08/03 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 n 3&&, complies with all the building, plumbing, electrical, zong and Uubdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No DATE APPROVAL DATE APPROVAL BUILDING: FIRE: Finaled 311 Inspected ZONING: Inspected /- UTILITIES: Water , Sewer Lines In Lines In Meter Sewer Set Tap Reclaimed Water ENGINEERING: l Street Drainage Paved Maintenance Bond PUBLIC WORKS: Street Name Signs Street Lights Storm Sewer Driveway Street Work FEES PAID DESCRIPTION DATE AMOUNT WATER - SEWER IMPACT FEES 01- APPLCTN FEE -ELECTRIC 11/03/03 10.00 01- APPLCTN FEE -BUILDING 10/15/03 10.00 01- APPLCTN FEE -MECHANIC 12/30/03 10.00 01- APPLCTN FEE -PLUMBING 10/28/03 10.00 02- ENGNG DEVLPMT FEES 10/15/03 10.00 01- FIRE IMPACT - RESIDENT 10/15/03 59.27 01- LIBRARY IMPACT FEE 10/15/03 54.00 - 01- OPEN SPACE 10/15/03 279.61 CERTIFICATE OF OCCUPANCY COMPLETION 3 PAGE: 2 This is to certify that the building located at 332 LUSITANO WAY for which permit 04-00000029 has heretofore been issued on 10/08/03 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-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 10/15/03 91.93 10/15/03 17.34 10/15/03 847.00 10/15/03 17.34 10/15/03 1384.00 10/15/03 650.00 10/15/03 1700.00 j VA- 1 OWNER BUILDING OFFICIAL / CERTIFCATE OF OCCUPANCY REQUEST.FOR FINAL, INSPECTION ° SINGLE FAMILY RESIDENCE"" DATE: 3/16/04 PERMIT #: 03-2931 ADDRESS: 338 LUSITANO WAY BAKERS CROSSING CONTRACTOR: D R HORTON PHONE #: TOM - 407-321-2797 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or, submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. gineering C ,- t>.5wLT1" Fire N/A 3/17104- Public Works Zoning N/A ° Utilities Licensing N/A CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) ° a ° W/O 3R07<R CERTIFCATE OF OCCUPANCY uPc REQUEST FOR FINAL INSPECTION cEper O ° SINGLE FAMILY RESIDENCE**** DATE: PERMIT #: ADDRESS: CONTRACTOR: V -) 10,4 60 3/16/04 3 04-29 332 LUSITANO WAY BAKERS CROSSING PHONE #: TOM - 407-321-2797 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering Fire ° ` N/A ° t lic Wor Tl/hfk1 Zoning N/A elo Utilities []Licensing N/A CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) ` CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTIO, cd SINGLE FAMILY RESIDENCE DATE: 3/16/04_-- PERMIT #: 04-29` M A ADDRESS: 332 LUSITANO WAY M; BAKERS CROSSING cv3 is G. A c 4 CONTRACTOR: D R HORTON 0U PHONE #: TOM - 407-321-2797 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering Public Wor ilitie CONDITIONS! (TO BE Fire N/A Zoning N/A Licensing N/A ONLY IF APPROVAL IS CONDITIONAL) o Z FEDERAL EMERGENCY MANAGEMENT AGENCY t NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE O.M.B.No.3067-0077 Expires December 31, 200° Important: Read the instructions on pages-1 7. SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use. . BUILDING OWNER'S NAME Policy Number D.R. HORTON . BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 332 LUSITANA WAY CITY STATE ZIP CODE SANFORD FIL 32773 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 93, BAKERS CROSSING, PHASE 2 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use aComments area, if necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type): 9 - ##.#N' or ##.####n NAD 1927 NAD 1983 p USGS Quad Map Other: SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME B3. STATE SEMINOLE COUNTY 120294 SEMINOLE FLORIDA B4. MAP AND PANEL B7. FIRM PANEL 69. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEXDATE . EFFECTIVEIREVISED DATE B8. FLOOD ZONE(S) Zone AO, use depth of flooding) 1202940045 E 4I17195 4I17195 A 24.6 . B10. Indicate the source of the Base Flood Elevation (8FE) data or base flood depth entered in b9. AS Profile FIRM Community Determined ® Other (Describe): NEAL HILER ENGINEERING, INC. B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 NAVD 1988 Other (Describe): _ B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ® No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Construction Drawings" Building UnderConstruction' ® Finished Construction A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number I (Select the building diagram most similarto the building forwhich this certificate is being completed - see pages 6and 7. If nodiagram accurately represents the building, provide a sketch orphotograph.) C3. Elevations —Zones Al-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, ARIA, ARIAE, ARIA1-A30, ARIAH, ARIAO Complete Items C3: a4 below according to the building diagram spedfied in Item C2. State the datum used, If the datumis different from the datum used fortheBFE 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 NGVD'29 (onversionlComments NONE Elevation reference mark used _Does the elevation reference mark used appear on the FIRM? Yes ® No o a) Top of bottom floor "(including basement orenclosure) 29, 9 ft,(m) ca o b) Top of next higher floor 39.9 ft.(m) . o c) Bottom of lowest horizontal structural member (V zones only) WA. ft.(m) D 00 o d) Attached garage (top of slab) 29. 2 ft.(m) o e) Lowest elevation of machinery and/or equipment w ca servicing the building (Describe in a Comments area) 29.2 ft.(m) @m E76 o f) Lowest adjacent (finished) grade (LAG) 28. 4 ft.(m) d o g) Highest adjacent (finished) grade (HAG) 28. 9 ft.(m) o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0 o I) Total area of all permanent openings (flood vents) in C3.h 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 bylaw 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. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER'S NAME: WILUAM R. MUSCATELLO, JR LICENSE NUMBER: 4928 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE 320 E. SOUTH ST EEA,ATE. l ORLANDO FL 32803 SIGNATURE DATE TELEPHONE 3/10/04 (407) 426-7979 i 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 Forinsurarroe Company use: t BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/orBldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number 332 LUSITANA WAY CRY STATE ZIP CODE CompanyNAIC Number SANFORD FL 32773 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) - Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/oompany, 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) FORZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. E1. Building Diagram Number _(Select the building diagram most similar to the buildingfor which this certificate is being completed — seepages 6 and7. If nodiagram 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 6S with openings (seepage 7), the next higher floor or elevated floor (elevation b) of the building is —ft.(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C3.i on front ofform. E4. The top of the platform of machinery and/or equipment servicing the building is _ ft.(m) _in.(crn) above or below (check one) the highest adjacent grade. (Use natural grade, K available). E5. For Zone AO only: Ifno flood depth number is available, is the top of the bottom floorelevated in accordance with the community s floodplain management ordinance? Yes No Unknown. The local official mustcertify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA-issued or community - issued BFE) orZone AO mustsign here. The statements in Sections A, B, C, and Earecorrecttothe bestofmyknowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer thecommunity s floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. The information in Section C was taken from otherdocumentation 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 ZoneA (without a FEMA4ssued orcommun'rtyassued BFE) orZone AO. G3. Thefollowing information (Items G4-G9) is provided for community floodplain management purposes. G5. DATE PERMIT ISSUED I G6. DATE G7. This permit has been issued for. New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _. _ft.(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: _. _ ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 93, BAKERS CROSSING PHASE 2 AS RECORDED IN PLAT BOOK 62, PAGES 97-99, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA NOTE: THE FINISHED FLOOR ELEVATION OF THIS TRACT "B" STRUCTURE MEETS OR EXCEEDS THE THE REQUIREMENTS SET FORTH IN THE OPEN AREA CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). 50.00' z9, N90'00'00"E ry LOT 93 ui 18.0' SLAB}; 5.0.::-?' 40.0' 5.0' W TWO .STORY 00 o CONCRETE BLOCK do WOOD FRAME - O LOT 9 4LOT92opaO o RESIDENCE rOOFINISHFLOOR ,n o - O 0 a 1O ELEVATION=29.86 0 O #332 LUSITANA WAY 0 _ O 0 Z N COVERED ENTRANCE n 5.7' n 14.7' 19.6' S.0 5.0',.• ":'CONCRETE'',- 3C W 7n- n N 280 10' UTIUTY EASEMENTy WALK IS I :. .. :',,.., . .. - '• 1. 0' OFF I.'::......:::.:w,'•',?..: 5./YV:,:'...., WALK IS OFF N90' 00'00"W 50.00''.s lid, o OIooopINol L 1 6 350.00' S90. 00'00"E LUSITANA WAY 420.OD' TRACT " A" CENTERLINE OF 50' RIGHT OF WAY RIGHT-OF-WAY CERTIFIED TO AND FOR THE EXCLUSIVE USE OF: D. R.H. TITLE COMPANY OF FLORIDA INC. FIDELITY NATIONAL TITLE INSURANCE COMPANY OF PENNSYLVANIA CH MORTGAGE COMPANY, I , LTD. STEPHANIE M. FUOCO NOTE: 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. 2. PROPERTY CORNERS SHOWN HEREON WERE SET/ FOUND ON 03-09-04, UNLESS OTHERWISE SHOWN. 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120294 0045 E DATED 4/17/95 AND FOUND. THE SUBJECT PROPERTY APPEARS TO LIE IN ZONEA, AREA WITHIN 100 YEAR FLOOD PLAIN. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS FURNISHED. BEARINGS SHOWN HEREON ARE BASED ON THE EASTERLY LINE OF LOT 93 AS BEING NOO'00'00" E PER PLAT. FIELD DATE:) 11-20-03 REVISED: SCALE: 1 = 30 FEET APPROVED BY: SJ ASM42121 FINAL 03-9-04/CC JOB N0. _ FORMBOARD 11-24-03 CKB DRAWN BY: PLOT PLAN 7-24-03 JML GRAPHIC SCALE 0 15 30 I— o II Q PI O I Q a CL Q LEGEND SETJJ6J93IRON AND CAP O/ROD BUILDING SETBACK LINE Q FND NAIL AND DISC CENTERLINE LB16393 (03/09/04) 4 RIGHT OF WAY LINE FND 1/ 2" IRON ROD AND CAP EXISTING ELEVATIONLB #6393 (03/09/04) CNA CORNER. NOT ACCESSIBLE. O CONCRETEDENOTESDELTAANGLELB, LAND SURVEYING L- DENOTES ARC LENGTH LS BUSINESS LAND SURVEYOR - C.B. DENOTES CHORD BEARING FIRM PERMANENT REFERENCE MONUMENT PC DENOTES POINT OF CURVATURE PCP PERMANENT CONTROL POINT - PI DENOTES POINT OF INTERSECTION P) PER PLAT PRC DENOTES POINT OF REVERSE CURVATURE M) MEASURED PT DENOTES POINT OF TANGENCY FND FOUND TYP TYPICAL C/W CONCRETE WALK A/C AIR CONDITIONER S/IN SIDEWALK C8W CONCRETE BLOCK WALL CP CONCRETE PAD RP RADIUS POINT CS CONCRETE SLAB CHU OVERHEAD UTILITY LINE. C CHORD LENGTH ID IDENTIFICATION PK PARKER KALON POL POINT ON LINE - R RADIUS PCC POINT OF COMPOUND CURVE POC POINT OF CURVE 320 EAST SOUTH STREET, SUITE 180 ORLANDO, FLORIDA 32801- (407) 426-7979 I HEREBY CERTIFY, THAT THIS BOUNDARY SURVEY, SUBJECT TO THE SURVEYOR'S NOTE CONTAINED HEREON MEETS THE APPLICABLE MINIMUM TECHNICAL STANDARDS" SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN'CHAPTER 611317-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027, FLORIDA STATUTES. FOR THE FIRM WILLIAM R. USCA'T A928 DATE 10-03-203 9:52AM FROM P.1 Permit # J0-A -6— C,) O t Ja lob Addre$S: —5aDl— Ls%4 s- 5 CITY OF SANFORD PERMIT APPLICATION Date: Description of Work.Lt Historic District; Zoning. 'Value of Work: S ,;YD - 00 41 1, o7-',4 Permit Type: Building Electrical 'Meoitdnical Plumbing Fire SprirMer/Alarm Pool Electrical: New Service — # of AMPS Addidon/AIteration Change ofService TemporaryPole Mechanical: Residential Non -Residential Replacement New (Duct LAyout & Energy Cale. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Linos # of Gas Lincs Plumbing/ New Residential: # of Water Closets Plumbing Repair —Residential of Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construetion Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for orber Reran X) Parcel #; _ Owners NAmc & Address: Attach Proof of Ownership & Legal Descrip z tee./Sh e u/ l/o. Contractor Name & A/ddress i 4 '/dt C fjL e /, lice- c f e, ; t6t'_f Q State License Number G QO pp Phone & Fnz: D " - 4 -S O Gv fa tPerson:o yN/ hoO ly' Phone:9 2 f/ Bonding Company: Address, Mortgage Lender: . Address: Architect/ Engineer: Address; Phone: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance ofapermitandrheaallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction, I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS; FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWN ,R' S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all appEcahlc. laws rcnulating construction andZoning. 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 BEFORF, RECORDING YOUR NOTICE OF COMMENCEMENT. NOTf(B: in addition to the requirements of this permit, there may be additional restrictions applic;rble to this property that may be found in dta public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida LienLaw, FS 713. Signature of Owner/Agent — Date Signature of ContraciorlAgaul pate Print Uwncr/ Agent's Nome Signature ot', lotaryStste of hlorida Datc Uwncr/Agent is --_Personally Known to Me or Produced ID „•, _. . —. APPLICATION APPROVED BY: Bldg: Initial & Date) Special Conditions' Print C: etor/Ageni's Name Signature o ' i ry•Statc of F)orid Uate Bonny -Logan rf. Contractor/Agent is _A `'umonally Known to Me or , MY Commission D0201561 Produced ID _ or rs Expires May 17 2007 Zoning: Utilities: FD: Initial & Date) ( Initial & pate) (Initial & Date) q CITY OF SANFORD PERMIT APPLICATION Permit.,*: ` Date: Job Address: 2. L05l7_8i0 WICU Description of Work: P, Historic District: Zoning: Value of Work: Permit Type: Building Electrical Mechanical Plumbing Fire S rinkler/Alarm PoolP Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Plumbing/ New Commercial: # of Fixtures — New (Duct Layout & Energy Calc. Required) of Water & Sewer Lines Replacement of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair— Residential or Commercial Occupancy Type: Residential _ l Commercial Industrial Total Square Footage:.5.5' Construction Type: # of Stories: ;:)-- # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: Owners Name & Address: Contractor Name & Address:'11 Phone & Fax: Bonding Company: Address: Mortgage Lender: t S Address: Attach Proof of Ownership & Legal Description) a ";Ma State License N.uummberS`: CI a O ontact Person: `JIA o. Phone:4--cal L01 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to theissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. I understand that 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 regulatingconstructionandzoning. 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 ofthiscounty, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of pe t i icati n that I will notify the owner of the property of the require is f Florida L/ie Law, FS 713. Signatu o caner ent /1 Date Signature of Contractor/Agent Date Owner/Agent is Persona Produced 16 APPLICATION APPROVED BY: Bldg: Special Conditions: ie Contractor/Agent is _ L r Produced ID FD: lrritial & Date) w r; CITY OF SANFORD P-0. Box 2847 SANFORD, FL 32772 PHONE' !J (407) 330-5630 APPLICATION FOR UTILITY SERVICE AC(:OUNT (FULL NAME) N AM] ? SERVICI ADDRESS 1.L o a 104, it FAX 11 (407) 328-7367 MA1l..lN(;; ADDRESS(SQ •-c N-=rL^ h}'Dr=yP ,ZII'-3 TURN ON DATE SINGLE FAMILY RESIDENCE MULTI -FAMILY RESIDENCE0WvXlprP'ti` COMMERCIAL E hi P 1!7. e O trt f1C. {a E C u r1 WORK# 4D-- SG--T.;, 1•I SOCIAL SECURITY# HOME# OWNER OF PROPERTY_ I AM APPLYING FOR CITY OF SANFORD UTILITY SERVICE AT THE ABOVE ADDRESS. I AGREE TO FOLLOW ALL CITY RULES FOR UTILITY SERVICE AND TO PAYCHARGESINEFFECTATTHETIMEOFDELIVERY. IN ORDER TO TRANSFE PROVIDE •PR(5PER IDEN PAID AT THE TIME. WHEN TRANSFERRING. ALL OUTSTANDING CH) SIGNED; DEPOSIT TO ANOT TION_AND ANY OL. DEPOSIT TO ANOTHER S ES. THE NEW APPLICANT MUST A N D I N G CHARGES MwII.q-rt VICE ADDRESS, I MUST PAY DATE DEPOSIT AMOUNT $' CUSTOMER# APPLICATION FEE $ LOCATION# OTHER FEES $ LAST BILL READ TOTAL $ THIS READ; CSR 0ATI= L_ Limited Power Of Attorney I hearby name and appoint: Craig Coulton and Ra-'k i jon each agent's of D.R. Horton Inc. To be my lawful attorney in fact to act for me and ply t a The Buildina Dept. of: C'Ttt1 a7 Eay)T For a residential permit for work to be performed at: Lot # : L72) 4a Subdivision : aleus CrassI rci Address:Z And to sign my name and do all things that are necessary to this appointment. Richard B. Ladd OB0055300 Contractor State Registration Number a:24zl Signature of Contractor This foregoing instru ent as acknowledged before me this: Date: )A -0 By: Richard B. Ladd ( Contractor ) Who is personally Iwn to me. State of FI da County o Oran4 Nc OFFICIAL NOTARY SEAL PATRICIA COULTON NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DD134330 MY COMMISSION EXP. JULY 26,2006 Notary Seal D. R. HORTON HOMES SFR PERMIT PACKAGE CITY OF SANFORD CHECK LIST LOT # ZUBDIVISION: BAKERS CROSSING ADDRESS 17- BUILDING APPLICATION T _ s 1 POWER OF ATTORNEY 2 SETS OF SEALED PLANS 2PLOTPLANS wlr44 r _ T-- q gW 3 SETS OF ENERGY CALCS MANUAL 1/DUCT LAYOUT ATTACHED TO THE PLANS 2 SETS OF SEALED TRUSS PROFILES AND LAYOUTS ATTACHED TO THE PLANS UTILITY FORM NOTICE OF COMMENCEMENT APPEX CONTRACT Sri U66a e J THIS INSTRUMENT PREPARED BY: Patricia L. Coulton D.R. Horton, Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 RECORD AND RETURN TO: D.R. Horton Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 049613 PG 1365 CLERK'S # 2003144015 RECORDED 08/18/2003 I h H i 16 AM RECtIRDINB FEES 6.00 REWROED BY L McKinley NOTICE OF COMMENCEMENT Prepare in duplicate) The undersigned hereby gives notice that improvement will be made to certain real property, and in accordancewithChapter713, Florida Statutes, the followingTnformation is provided in the Notice of Commencement. Description of propertyy: Lot(s) 92, 93, 126, 130, & 133 Bakers Crossing Phase 2 Plat Book , Page(s) , Public Records of Seminole County, Florida General description of improvements: Single Family Dwelling Owner(s): D.R. Horton, Inc., a Delaware Corporation Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Owner's interest in site of the improvements: Fee Simple Fee Simple Title Holder (if other than Owner): Name: Phone #: Address: Fax #: Vkontractor: D.R. Horton, Inc. Phone #: Fax #: Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Surety (if any): Address: Phone #: Amount of bond: $0.00 Fax #: Lender: Phone #: Address: Fax #: Persons within the State of Florida designated by Owner upon whom notices or other documents may be served asprovidedbySection713.13(1)(a)7, Florida Statutes: Name: Address: In addition to himself, owner designates the following person to receive a copylof the Lienor's Notice as provided inSection713.13(l)(b), Florida Statutes: Name: Address: Expiration date of Notice of Commencement: (the expiration date is one (1) year from the date ofrecording unless adifferentdateisspecified): D.R. Horton, Inc. 0 by: Robert awso sststant Secretary Corporate Seal) STATE OF FLORIDA COUNTY OF ORANGE The; foregoing ., instrument was acknowledged before me this day of W.h '2003 by Robert A. Lawson Assistant Secretary of D.R. Horton, Inca e aware Corporation, n behalf o the corporation. He/She is personally mown to me. Notary Public, State and County Aforesaid OFFICIAL NOTARY SEAL PATRICtA COULTON NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DD134330 MY COMMISSION EXP. JULY26,2006 Notary Seal C kjIfIkU SUP RKOFCREGORSEofVNu/T CO V as C, PAST Sentricon* Colony Elimination System Pretreatment Plan Agreement Date of Install : Contract Number PUCHASERS NAME AND ADDRESS AddressVX Y't f City/State/Zip ut"_O Phone & Email INSTALLATION ADDRESS: SPECIAL OR ADDITIONAL COMMENTS NOTIFICATION STICKER LOCATED: 7r7. a•5 yea ; .. m Quarterly Payment Amount 4-0mil 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, Name Address City/State/Zip Phone & Email DAMAGE REPAIR WARRANTY From the date of installation of the Sentricon* Colony Elimination System, Apex will, warrant the structure(s) against subterranean termite damage. If subterranean termite damage occurs to the describedpropertyduringthewarrantyperiod, Apex will, upon notification and Inspection, arrange for the necessary repairs and paythecostoflaborandmaterialsnottoexceed $1,000,000. Apex may chemically treat the affected area of the property at noadditionalcosttotheCustomer, THE UNDERSIGNED CONSENTS TO AND AUTHORIZES THE WORK CONTEMPLATED HEREIN, AND FURTHERAGREESTHATTHETERMSANDCONDITIONSSTATEDONEITHERSIDEOFTHEAGREEMENTSHALLGOVIRNTHERELATIONSHIPOFTHEPARTIES, 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 allapplicablerecommendationscontainedinliteratureprovidedbyDowElancot1. 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; and 4. during those years, Inform the Customer of,, a. any new or Increased termite activity noted at the Stations b. any addition or. removal of Recruit* of Recruit* termite bait; and C. any observed 'effect of the Sentricon* Colony Elimination System (Sentricon) on termite acttvtty. TheCompanywillextendthisServiceCommitmentfollowingtheoriginaltwelvemonthobliaIv n. The Se PretreatmentPlanmaymaintainedfortheLIFETIMEoftheidentifiedpropertysubjecttotheterms'and c nditloftricon agreementforerquarter3moperiod) q ( P ) payable on or before the end of the previous monitoring period. After thefifthyear, and each year thereafter, Apex reserves the right to revise the quarterly payment amount, not to exceed 10% peryear, The Customer warrants full cooperation with Apex during the term of this Agreement, and agrees to maintain the nrea(s) baitedfreefromanyfactorscontributingtoInfestationsuchaswood, trash, lumber, direct wood -soil contact, standing Fvater, underpiertypestructure, or as noted In "Special or Additional Comments ". The Customereliminate faultyplumbing; leaks; dampness from drains; condensation or leaks from the roof olr so otherwise Into, Agrees tofonApex of In to, or under thearea(s) baited. At no time will damage cause d to any Insectinfestation, be the responsibility f Apex In areas where any o(f the conditions) ofthes described inure(s), even this Paraan i rawood destroying of ApextoalerttheCustomertoanyoftheaboveconditionsdoesnotaltertheCustomersresponsibilityunderthisparagrhexist. FailureuheDISCLAIMER, COMPANYDISCLAIMSALLOTHERWARRANTIES,g p INCLUDING STATUTORY WARRANTIES, AND SPECIFICALLLY LAIM ETHER EXPRESS OR IMPLIED; MERCHANTABILITY, FITNESSFORAPARTICULARPANY -IMPLIED WARRAINTES, OF FURTHER, COMPANYHASMADENOAFFIPURPOSE, OR WARRA NTX OF WORKMANLIKE SERVICE, T ORSERVICEPROVIDEDHEREUNDERTHATSCREA'TEDOF COR AMOUNTED TO LATZANNG TOTHE PRODUCT OR Customer expresslywaivesandreleasesanyclaimsInanylawsuit, arbltratIon or other legal proceeding WARRANTY, negligence, torts, personal Injury, death, violation of any statute, rule, or regulation, loss of use, diminution of value economic, compensatory, Incidentalsconsequential, exemplary, g p eding against Apex for event shall Apex be Iiable for any amount greater that amount plaid by the Customer to Apex for he service le, or special damages If y kind, and performed. to beperformed. SENSITIVITY/PHYSICAL FACTORS: Customer understands and agrees that (I)It is the responsibility of all family members, visitors, guests, and/or other temporary or permanent occupants to consult a physician if necessary regarding any affects the Property treatmentmayhaveand (2)it Is their responsibility to notify Apex In writing not less than two (2) days prior to treatment regarding any'ailergy or, sensltivity concerning odors, dust, pollen, respiratory illness, or other condition that may be activated or exacerbated by the products and or techniques utilized by Apex. GENERAL TERMS AND CONDITIONS By specific reference hereto, the Customer understands that the general terms and conditions are hereby made part of this contract and apply without exception. 1. DOWELANCO OWNERSHIP OF SENTRICON* SYSTEM COMPONENTS: The Customer understands that: All components of the Sentricon *System (Components) are and will remain to property of DowElanco. The Customer has no rights to any of the Components, and the Purchaser may not alter, remove, or modify the components In any way, other than the right to their use as Installed by Apex on the Customer's premises under this agreement. 2. On expiration or termination of this Agreement, Apex and DowElanco.or.Its representative are authorized by the Customer to retrieve from the Customer's premises the Stations and other Components contained therein for appropriate disposition. 3. If Apex, for whatever reason, ceases to represent or to be authorized to represent, the Sentricon* System a. Apex will: (1)so notify the Customer; (2)offer Customer the alternatives of either using a different form of termite protection or discontinuing the relationshlp(notet Conventional "liquid bawler" method of termite control may not offer an effective means of controlling certain termite Infestations of certain structures. In such event Apex may not be able to offer a different form of termite protection, and therefore may have to discontinue the relationship.); (3)if the Customer and Apex (Parties) agree on use of a different form of termite protection, give the Customer credit for service paid for but not yet received; (4)lf the Customer elects to discontinue the relationship, or If Apex cannot offer an effective different.form of termite protection, refund to the Customer an amount equal to the fee paid for services not yet received, and;. (5)retrieve, or advise DoWElanco'or Its representatives where to retrieve, the Components from the Customer's premises; and b, the Customer will; (1)grant Apex and DowElanco or its representative reasonable access to the premises for the retrieval of the Components; and; (2)elther agree with Apex on the use of a different form of termite control or elect to discontinue this relationship. ADDITIONS AND/OR ALTERATIONS This Agreement covers the Structure(s) Identified herein as of the date of the Initial Installation, Prior to; (1)the Structure(s) being structurally modified, altered, or otherwise changed or; (2) to any termiticide being applied on or close to the location of any Station, or; (3) soil is removed or added around the foundation, or; (4) any tampering of baiting equipment or supplies occurs, the Customer will immediately notify Apex In writing. Failure to notify Apex in writing of the events listed above may void this Agreement, Additional services because of any alteration, addition, or other such event, may be provided by Apex at the Customers expense, and may require and adjustment in the annual fee. DAMAGE RELATED TO SERVICE Apex will exercise due care while performing any work hereunder In avoidance of damaging any part of the Customer's property, plants, or animals, Under no circumstances or conditions shall Apex be responsible for damage caused at the, time the work Is performed except those damages resulting from gross negligence on the part of Apex. PAYMENT/DEFAULT. All payments due pursuant to this Agreement shall be made at the Apex Corporate Headquarters located in Merritt Island, Brevard County, Florida. In the event of failure to make payment when due, or any other default by Customer (1) Apex may without notice, terminate this Agreement and pursue all other available remedies, which shall be cumulative, and (2) Interest shaft accrue at the highest rate allowed by law during the period of any delinquency, and (3) Customer agrees to pay all costs and attorneys fees Incurred byApex, whether or not suit is brought. VENUE/SEVERABILITY. Venue for any and all legal proceedings shall be In Brevard County, Florida. If any part of this Agreement is held to be Invalid or unenforceable for any reason, the remalning terms and conditions of this Agreement shall remain in full force and effect. CHANGE IN LAW. In the event of a change In applicable law as It pertains to the services promised herein, Apex reserved the right. to revise the annual extension charge or terminate this Agreement. DISCLAIMER/CONDUCIVZ CONDITIONS Apex's liability under this Agreement will be terminated if Apex Is prevented from fulfillingItsresponsibilitiesunderthetermsofthisAgreementbyanyreasonofdelaysIntransportation, shortages of fueUor 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 beresponsiblefor; (1)termite damage resulting from water leakage; (2)termlte damage resulting from masonry failure or grade alterations; 3)termite damage resulting from direct wood to soil contact; (4)furniture and contents; (5)areas of existing damage unless areas have beenrepairedbyCustomer's evidence of receipts. ARBITRATION. Not withstanding any provision contained herein regarding litigation, In the event of any dispute arising hereunder, Customer agrees to submit the dispute to the least expensive procedure of arbitration in accordance with the rules and procedures forcommercialarbitrationoftheAmericanArbitrationAssociationoranysuccessororganization, and in accordance With and subject to all' theprovisionsoftheUniformArbitrationActasInforceintheStateofFlorida, or the Federal Arbitration Act, 9 U.S.C. section 1, et sect. Thyproceedingshallbegovernedbyonearbitrator, and the location of arbitration will be Brevard County, Florida at the offices of Apex or It: designee. The arbitrator will have the complete power to determine all Issues of fact and law, and any determination of the arbitrators wilbefinalandconclusive, and binding on both parties. Customer agrees that any such arbitration shall be conducted on an Individual basisandnotaclasswidebasis. Apex shall recover all fees, costs, and attorneys fees associated with the arbitration proceeding. ENTIRE AGREEEMENT. The service Agreement signed at the time of purchase constitutes the entire Agreement between the parties an( no other representatlons 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 brelievedofanyliabilityhereunderifApexdetermines, In Its sole discretion, that It Is unable to prevent or stop further damage to Propertfromsubterraneantermiteactivity. Partial refunds may be made under the discretion of Apex Pest Control IncaNOTICEOFCLAIMS, ACCESS TO PROPERTY. Any claims under the terms of this Agreement must be made Immediately in writing tTheApexCorporateOffice. Apex is only obligated to perform under this Agreement if the Customer allows Apex access to the identlnePropertyforanypurposecontemplatedbythisAgreement, Including but not limited to rednspectlon, whether the Inspection was requcstcbytheCustomerorconsiderednecessarybyApex. LIMITED ASSIGNABILITY. This Agreement Is assignable by Customer fora period of 1 one year fro m'date. AfterInitial12 (twelve) month period, Customer may transfer or assign this Agreement with a transfer feetpayablevh thirty) days of the transfer of the treated Property. to Apex within Trademark of DowElanco Brevard Area Orlando Area Tampa/Sarasota Area 508SPlumosaSt. 7006 Stapoint Ct. #G 5314 FauIkenburg Rd N MerrittIsland, FL 32952 Winterpark, FL 32792 407-459-2847 407.858-0540 Tampa, FL 33510 800. 929.2847 888-764.2847 813.221.2847 877- 459.2847 CITY OF SANFORD BUILDING DIVISIONSUBMITTALREQUIREMENTSFORRESIDENTIALBUILDING PERMIT I. Two (2) recent boundary and building location surveys showing setbacksfromallstructurestopropertylinesforpermitforstructures (not fences) 2. Two (2) complete sets of construction design drawings drawn to scale, Complete sets to include: o a. Foundation plan indicating footer sizes for all bearing walls. Provide side view details of these footers with reinforcement bar replacement. o 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) p C. Elevations of all exterior walls, east, west, north and south. Finish floor elevation height as per City Engineering Department or subdivision plat. p d. Cross sections of all wall sections to be used in the structure. Bearing non -bearing Inter and exterior. Show all components of wall section. o a Framing plan for floor Joists where conventionally framed. Plan toIndicatespan, size and species of materials to be used. p f. Engineered truss plan with details of bracing. Engineered beams for spacing openings to carry and support trusses. g. Stair details with tread and riser dimensions, stringer size, methods of attachment, placement of handrails and guardrails. h. Square footage table showing footages: Garages/Carports _.—S•F• Porch(s)/Entry(s)---S•F• Patio(s) koI S.F. Conditioned structure Z2 42 S.F. Total (Gross Area) 3 B —S.F. 3. Three (3) sets of completed Florida Energy Code Forms (Form 600-A-97) 4. Soil analysis and/or soil compaction report. If soils appear to be unstable or if structure to be built on rill, a report may be requested by the Building Official or his representative. 5. Other submittal Documents: o a. Utility letter or approval when public water supply and/or sewer system connection to be made. b. Septic tank permit to be obtained from Seminole County Health Department at: 400 W. Airport Blvd,Sanford, FI (407) 665-3600. c. Arbor permit when trees to be removed from property. Contact the City Engineer for details regarding the arbor ordinance and permit. 6. Application to be completed thoroughly and signatures provided by a licensed and Insured contractor. OWNERBUILDER MUST APPEAR IN PERSONS TO SIGN APPLICATION AS PER FLORIDA STATE STATUTE 489. Subcontractor license numbers must be included on the application. If electrical, mechanical or plumbing permits have not been issued, inspections will not be scheduled or made And subcontractors will be subject to penalty under the City Ordinances. REQUIRED INSPECTIONS DURING AND UPON COMPLETION OF CONSTRUCTION 1. Footer 2. Underground, electrical, mechanical and plumbing 3. Foundation elevation survey 4. Slab S. Lintel- tic bea:fis - columns- cells 6. Rough electrical 7. Rough mechanical 8. Rough plumbing 9. Tub Set 10. Framing ill Tenant Separation / firewall 12. Insulatlon, walls and/or ceilings 13. Electrical final, mechanical final and plumbing final 14. Building final . 15. Other , DATE SIGNATURE Ily OwnAorAutho d Agent) CITY OF SANFORD PERMIT APPLICATION Permit # ' l I q Date: Job Address: 3 Z I i Lr. 2 ` l3 Dcscription of Work: Historic District: Zoning: Value of Work: S/ Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Altcration Change of Service Temporary Pole Y Z 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) i n Owners Name & Address: 8P9i ifwPiClE PLUMBING, ;"BING, INC Phone: Contractor, Name & Address 0 BOX 620027 OVIEDO, FLORIDA 32762-0027 State License Number. Ct — O 7d'd'/ Phone & Fax: Contact Person: MCf Phone: 1VIBING, INC. Bonding Company: 0027iaddress: OVIEDO, FLORIDA 32762-0027l I. (407) 366-3994MortgageLender: Address: Architect/Engineer: Phone: Address: Fax: p Application is.hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of:a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I undcrstand.that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES„BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'SAFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there.may be additional permits required from other governmental entities such as wat ianagement distri state agencies, or federal agencies. Acceptance; of permit is verification that I will notify the owner of the property of the requirements I ida Lien Signature of Owner/Agent Date Signature offCContractor/Agent Date Print Owner/Agent's Name Print Contractor/Agent's N c ql ZZla3 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: MARTHA Y. HALL Contractor/ Agent is Pers i' y . AdUXWMISSION # CC 875840 Produced I D o S: February 1, 2004 BondedThruNotaryPublicunderwritersZoning: Utilities: FD: Initial & Date) (Initial & Date) (Initial & Date) S-06-203 7:09AM FROM tpc6w0"r.a- ) 'gCiw.Mv'R M;r+t:.;, nu•.,.q• ...:.. • Permit 9 : Job Address: Description of Work: Historic Districts CITY OF SANFORD PERMIT APPLICATION Date: 10 Zoning: Value of Work: Lc) Z,7 Permit Type: Building. —.-- Electrical V Mechanical Plumbing _. Fire SpnnOer/Alarm Pool Electrical: New Service — N of AMPS[ 5V 20'D Addition/Alteration Change of Service Temporlay Pole Mechanical: Residential_ Non•Residcntial Replacernent New (Duct Layout & Energy CBIc. Required) Plumbing/ New Commercial; A of Fixtures 31 of Watcr & Sewer Lincs rt of Gas lines iuwbitzg Repair—RCitdeti[ial of CommercialPlumbing/New Residential: OC Water Closets ,_ {t. Occupancy Type,industrial Total Square Footage: — Residential Cornmerclel 9 ! Construction Type q of Storiei: is of Dwelling Units: _ flood Zone: (FEMA form required for othzr than x) Parcel %: ( Attach Proo(of Ownership &Legal Dtycriptlon) t0%S 2 1 R PM tL ' 1C Owncra Name etc Ad 7 3 Z z Phone: _ 2 — E j Contractor Name Address: a C t. l a I—L j Z 7 1' State Liccnsc Numher: Contact Person —L1 1 t Yhonc &Fax: —.01 Ph roe:l~ 3Z —_.. 7y Bonding Company: Mortgage Lender: Address: .- ArchitccNEngineer: Addreis: Phone. . Fax: Application is hereby made to obuin a permit ludo the work and instillations as indicard. I certify that no work or installation has commenced phoi to theissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingcorutruc(ion in this jurisdiction, I undcr5tand thus . separatepermitmustbesecuredforELECTRICALWORK. PLUMBING, SIGNS, WELLS, POOLS, FURNACES, 1301LEPS, HEATERS, TANKS, and AIR CONDITIONERS, ctu. QwJyERS AFFIDAVIT: I certify that all ofthe foregoing information is accurate and [fiat all wvrk will be done in corrr?hanee with all applicable laws i`gul,ngconsouctionandzoning. WARNNG TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYR`'CTWICEFORIMPROVEMENTSTOYOURPROPERTY. IF YOU INTEND TO OBTAN FINANCING, CONSULT WITH YOUR LENDER OK AN ATTORNEY BEFORE RECORDNO YOUR NOTICE OF COMMENCEMENT. N 1 : In addition to she requirements of thin permit, there may he additional restrictions Applicable to this property that [nay be found in the Public rcords ei' thiscounty, and there may be additional permits required fmm othtx Qovemmcntal rnnlica Such as water mAnagement districts, state 4611.cles, or icdc-sl igcnc Its. Acceptance of permit is verification that I will notify the owner of the property of the require,ntc of ' orl A Lien F tiI Wit Signature of Owner/Agengna t DateSiturtofContractor/.Agent Print OwncdAgcrtl' s Namc Print Ctmrmcior/Agcnt'.a amt v^,J"- 11 n-'—' nawrc of Nular •Bola of Florida Hato Cigna to y State tit Flom SC Y iwn r/ ngax Porittn:tnv Known tit Mc tar (,'urnractnr/A cnl is Yr•.r:onaily Known w Mr n. Prudk.%Cett ID Produc,•n II) PI'i. ICAI'I(>\' APPROVED IIY: Illdg:—_--.... /using: _ t_ailinr Init,al L I)alu) (Initial & DJtc) lnitla! I)alc) liwllal a Uulc pcci:Il Coodinnit:: _.—--...... ---.. Marie A. Zettlemoyer Commission 4DD221380 Expires: Jul 15, 2007 9 Q; Bonded Thru tnc. '.lF QFF•,• Atlantic Bonding Co., FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires December 31, 2001E ELEVATION CERTIFICATE Important: Read the instructions on pages I.7. SECTION A - PROPERTY OWNER INFORMATION ForInsurance 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 NAIL Number XXXX LUSITANAWAY - CITY STATE ZIP CODE SANFORD FL PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) 53ZLOT 93, BAKERS CROSSING, PHASE 2 BUILDING USE (e.g., Residential, Non-residential; Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDEILONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: El GPS (Type): or ##.##### NAD 1927 NAD 1983 USGS Quad Map Other: SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 131. NFIP COMMUNITY NAME 8 COMMUNITY NUMBER 82. COUNTY NAME 83. STATE SEMINOLE COUNTY 120289 SEMINOLE FLORIDA B4. MAP AND PANEL B7, FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVEIREVISED DATE B8. FLOOD ZONE(S) Zone AO, use depth ofhooding) 1202890045 E 4I17hJ5 4I17195 A 24.5 B1 U, Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. , AS Profile FIRM Community Determined ® Other (Describe): NEAL HILER ENGINEERING, INC. B11. Indicate the elevation datum used for the BFE in 89: ® NGVD 1929 NAVD 1988 Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ® -No Designation Date_ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ® Construction Drawings' Building Under Construction" Finished Construction A new Elevation Certificate will berequired when construction of the building is complete. C2. Building Diagram Number I (Select the building diagram most similar to the building forwhich this certificate is being completed - see pages 6 and 7. Ifno diagram accurately represents thebuilding, provide a sketch or photograph.) C3. Elevations—Zones,A1-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, ARIA, AR/AE, AR/A1-A30, ARIAH, AR/AO Complete Items C3.-a-i below according to the building diagram specified in Item C2. State the datum used.If the datum is different from the datum used for the BFE in Section B, convertthe datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the spaceprovided or the Comments area of Section D orSection 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 orenclosure) 29. 4ft.(m)Ca o b) Top of next higherfloor NIA . ft.(m) o c) Bottom of lowest horizontal structural member (V zones only) N/A. ft.(m) o 0 o d) Attached garage (top of slab) NIA. _ft.(m) E a o e) Lowest elevation of machinery and/or equipment W servicing the building (Describe in a Comments area) N/A. ft.(m) E ro o f) Lowest adjacent (finished) grade (LAG) N/A. ft,(m) Z' o g) Highest adjacent (finished) grade (HAG) NIA. _ft.(m) h) No. of permanentopenings (flood vents) within 1 ft. above adjacent grade 0 o i) Total area of all permanent openings (flood vents) in C3.h 0 sq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available... I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER'S NAME: WILLIAM R. MUSCATELLO, JR. LICENSE NUMBER: 4928 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. O ADDRESS 320 E. SOUTH STfj T, STE.180 SIGNATURE i CITY ORLANDO STATE ZIP CODE FL 32803 DATE TELEPHONE 8/27/03 (407) 426.7979 FEMA form 81-31, January 200`3 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, Su'k and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number XXXX LUSITANA WAY I CITY STATE' ZIP CODE Company NAIC Number I SANFORD FL SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL Check here if attachments SECTION E - BUILDING ELEVATION INFORM ION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), oomplete Items E1 through E4. Ifthe Elevation Certificate is intended for use as supporting information fora LOMA or LOMR-F, Section C must be completed. E1. Building Diagram Number _(Select the building diagram most similar to the buildingforwhich this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top ofthe bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (seepage 7), the next higher floor orelevated floor (elevation b) of the building is _ ft.(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top of the platform of machinery and/orequipment servicing the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? Yes No Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA-issued orcommunity - issued BFE) orZone AO must sign here. The statements in Sections A, B, C, and E are correct to the best ofmy knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS SIGNATURE COMMENTS CITY - STATE ZIP CODE TELEPHONE U necac Here a auaumienu MMUNITY INFORMATION (OPTIONAL) unity's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state ate of the elevation data in the Comments area below.) A (without a FEMA-issued or community4ssued BFE) or Zone AO. dplain management purposes, G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED Improvement Datum: _ ft.(m) Datum: TITLE TELEPHONE DATE Check here if attachments Replaces all previous editions COU@TY SEMINOLE IMPACT STATEMENT ISSUED BY CITY OF SANFORD STATEMENT NUMBER 103-75607 BATE: BUILDING PERMIT NUMB C C UNIT ADDRESS:.... TRAFFIC ZONEo JURISDICTIONn 06 CITY-OF-SANFORD-'---_-_ SEC: __________ SUBDIVISION: TRACT: l PLAT BOOK: PLAT BOOK`AOE: BLOCK: LOT: OWNERNAME: ADDRESS: APPLICANT NAME: ADDRESS. LAADLA'D USE CATEGQRY: 001 Single Family Detached House TYPE US[o Residential WORK DESCRIPTION: Single Family House: Detached - Construction FEE BENEFIT RATE FEE UNIT RATE PER TyPE TOTAL DUE TYPE DIST SCHEDULE DESC. UNIT OF UNITS ROADS ARTERIALS CO -WIDE O dwl unit 705.00 1 $ 705.0O ROAD8 ^ 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 s 1,384.0O AMOUNT DUE '` 2,285.00 STATEMENT RECEIVED BY: DL/ SIGNATURE: PLEASE PRINT NAME) 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 WHICH ARE DUE AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATIONS OF THE ROAD, LIBRARY SYSTEM AND/OR EDUCATIONAL (SCHOOL) IMPACT FEES MUST BE EXERCISED BY 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 REQUIREMEN701OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING APPEALS ' MAY BE PICKED VP, 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 DEPARTMENl 30O NORTH PARK AVENUE SANFORD. FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE STATEMENT NUMBER AND CITY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THE NOTICE. THIS STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF A*** FAMILY BUILDING PERMIT************ ******* CITY OF SANFORD PERMIT APPLICATION Aft *Vt Permit # : Date: Job Address Description of Work: SCR Historic District: Zoning: Value of Work: S QS Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool L Electrical: New Service — # of AMPS Addition/Alteration Change of Service Tempo6ry Pole Mechanical: Residential Non -Residential a ent New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # f Wa & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential y"' Co, N al In ustrial Total S uare Footage: Construction Type: # of Stori# of Dwe 'ng Units: Floo Zone: (FEMA form required for other than X) a l • ill+' • i LE14fg, i : 1 'i ° t!ffl • Application is hereby made to obtain a permit to do the k and installations issuance of a permit and that all work will be perf to meet standards of permit trust be secured for ELECTRICAL WO UMBING, SIGNS, AIR CONDITIONERS, etc. , OWNER'S AFFIDAVIT: I certify that all oRhe foregoing i construction and timing. WARNING TO OWNER: YOUR TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. ATTORNEY BEFORE RECORDING YOUR NOTICE Oil leafed. I certify that no work or ins as commenced prior to the s regulating construction in iction. I understand that a separate POOLS, FURNACE .. ERS, HEATERS, TANKS, and t all work will be done in compliance with all applicable laws regulating RDA NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN NOTICE: In addition to therequirements ofthis 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 govemmental entities such as water management districts, state agencies, or federal agencies. Acceptance ofp t v 'ficafi that I will notify the owner of the property of the requirements of orida Lien/ 713. Signature of Owner/Age t Date Signature ofContractor/Agent Date A . a Print O er/Agent's N e PPrinttraclor/,ge is N:me Signat SEAL Date Signature of Notary -State of Florida to PATRICIA COULTON OFFICIAL N NOTARY PUBLIC STATE OF FLORIDA PATRICIA COULTON Owner COMMISSION O DD134330AWaA& NOTARY PUBLIC STATE OF FLORIDA g Contract o Pro Pro ugs(d(i MMSION EXP. JULY 26,2t)06 APPLICATION APPROVED BY: Bldg ]_11 i t' `'' Zoning: Initial & Date) Special Conditions: initial & Date) Utilities: FD: Initial & Date) (Initial & Date) I hearbv name and Limited Power Of Attorney nt: Craia Coulton and 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 ] ri For a residential permit for work to be performed at: on Lot # : q -. Subdivision : Vaku'sCross' I n Address:,% And to sign my name and do all things that are necessary to this appointment. Richard B. Ladd CBC055300 Contractor State Registration Number Signature of Contractor This foregoing instr men was acknowledged before me this: Date: By: Richard B. Ladd ( Contractor ) Who is personally k own io me. State of Flo r i'A ARYBEAL OULTON County of range NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DD134330 MY COMMISSION EXP, JULY 26 Notary Public Signature Notary Seal CITY OF SANFORD P.O. Box 2847 SANFORD, FL 32772 I'I-IONI 11 (407) 330-5630 APPLICATION FOR UTILITY SERVICE AC(:D0N'1' (FULL NAME) NAMr. - R r Aor° v err SERVICI, ADDRESS ' 5*a- I-AX I/ (407) 328-7367 MAl I.1 NC; ADI7RLSS (p2sp_ 1 1) - - oO2".a , ZIF TURN ON DATE SINGLE FAMILY RESIDENCE MULTI -FAMILY RESIDENCE Owe( Arj eri COMMERCIAL b,V4 01, WO R KV 40+ 8G4 - ' 101 SOCIAL SECURITY# HOME# OWNER OF PROPERTY— DR. 4o I AM APPLYING FOR CITY OF SANFORD UTILITY SERVICE AT THE ABOVE ADDRESS. I AGREE TO FOLLOW ALL CITY RULES FOR UTILITY SERVICE AND TO PAYCHARGESINEFFECTATTHETIMEOFDELIVERY. IN ORDER TO T PROVIDE PROP PAID AT THE TI RANSFERR TO W POSIT TO ANOTH DO NOT WRITE BELOW THIS LINE APPLICANT MUST E ADDRESS,_ I MUST PAY DEPOSIT AMOUNT $ - CUSTOMER# APPLICATION FEE $ LOCATION# OTHER FEES $ LAST BILL. READ TOTAL THIS READ_ CSR DAT(: CITy OF SANFORD BUILDING DIVISIONSUBMITTALREQUIREMENTSFORRESIDENTIALBUILDING PERMIT CD 1. Two (2) recent boundary and building location surveys showing setbacksforstructures (not fences) from all structures to property lines for permitofconstructiondesigndrawings drawn to scale, 2, Two (2) complete sets Complete sets to include: Foundation plan indicating footer sizes for all boating walls. Provide side view detailsa. of these footers with reinforcement bar replacement. wall and room Identification, b. Floor plan indicating interior partitions 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. k Note the State of Florida requirements for bath door for compliance ofHandicapped Code (F.S. 553, Part 5) Elevations of all exterior walls, east, west, north and south. FInishC. floor elevation height as per City Engineering Department or subdivision plat. d, Cross sections all wall sections to be used In the structure. Bearing non -bearing Inter and exterior. Show all components of wall section. Framing plan for floor joists where conventionally framed. Plan toe. Indicate span, size and species of materials to be used. details of bracing. Engineered beams forf. Engineered truss plan with spacing openings to carry and support trusses. Stair details with tread and riser dimensions, stringer size, methods ofg, attachment, placement of handrails and guardrails. h, Square footage table showing footages. 40, S.F. Garages/Carports -- S.F. Porch(s)/Entry(s) S.F. Patios) S.F. Conditioned structure S.F. 3. Total (Gross Area) Three (3) sets of completed Florida Energy Code Forms (Form 600-A-97) 4. Soil analysis and/or soil compaction report. If soils appear to be unstable or if structure to be built on fill, a report may be requested by the Building Official or his representative. S. Other submittal Documents: a. Utility letter or approval when public water supply and/or sewer system connection to be made. b. Septic tank permit to be obtained from Seminole County Health Department at: 400 W. Airport Blvd,Sanford, Fl (407) 665-3600. c. Arbor permit when trees to be removed from property. Contact theCityEngineerfordetailsregardingthearborordinanceandpermit. 6. Application to be completed thoroughly and signatures provided by a licensed and Insured contractor. OWNER/BUILDER MUST APPEAR IN PERSONS TO SIGN APPLICATION AS PER FLORIDA STATE STATUTE 489. Subcontractor license numbers must be included on the application. If electrical, mechanical or plumbing permits have not been issued, inspections will not be scheduled or made and subcontractors will be subject to penalty under the City Ordinances. REQUIRED INSPECTIONS DURING AND UPON COMPLETION OF CONSTRUCTION I. 2. Footer Underground, electrical, mechanical and plumbing 3. Foundation elevation survey 4. Slab S. Lintel- tic befuhs - columns- cells 6. Rough electrical 7. Rough mechanical 8. Rough plumbing 9. Tub Set 10. Framing i 1. Tenant Separation / firewall 12. Insulation, walls and/or callings 13. Electrical final, mechanical final and plumbing final 14. 15. Building final Other DATE SIGNATURE By Own"Authorbnt) ow-. EMWAPEX whm= PMST ONTRC> L- Sentricon* Colony Elimination System Pretreatment Plan Agreement Date of Install : Contract Number PUCHASERS NAME AND ADDRESS Name 3)3— Address 62M. City/State/Zip Ckt, 1 322"L 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. Name Address City/State/Zip Phone & Email Phone & Email INSTALLATION ADDRESS: IalokL ' SPECIAL OR ADDITIONAL COMMENTS NOTIFICATION STICKER LOCATED: i 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 paythecostoflaborandmaterialsnottoexceedS1,000,000. Apex may chemically treat the affected area of the property at noadditionalcosttotheCustomer. THE UNDERSIGNED CONSENTS TO AND AUTHORIZES THE WORK CONTEMPLATED HEREIN, AND FURTHER AGREES THAT THE TERMS AND CONDITIONS STATED ON EITHER SIDE OF THE AGREEMENT SHALL GOVE ' HE RELATIONSHIP OF THE PARTIES. Apex Representative Signature Date ustomer or Agent Signature Date — Apex Pest Control Inc., (Apex) will, In substantial compliance with all federal, state, and local laws, rules, and regulations, andallapplicablerecommendationscontainedinliteratureprovidedbyDowElanco: 1. Install Sentricon* stations (the Stations) in the soil around the outside perimeter of the structure(s), 2. monitor those Stations for twelve months from the date hereof; 3. during those years, add Recruit* termite bait and remove It from the Stations as appropriate; and4. during those years, inform the Customer of: a. any new or Increased termite activity noted at the Stations b. any addition or removal of Recruit* of Recruit* termite bait; and C. any observed 'effect of the Sentricon* Colony Elimination System (Sentricon) on termite activity. The Company will extend this Service Commitment following the original twelve month obligation. The SentriconPretreatmentPlanmayhmaintainedfortheLIFETIMEoftheIdentifiedpropertysubjecttothetermsandconditionsofthisagreementforerquarter (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 area(s) 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 portion(s) 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 WARRAITETES OFMERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSEOR WARRANTY OF WORKMANLIKE SERVICE. FURTHER, COMPANY HAS MADE NO AFFIRMATI, ON OF FACT OR PROMISE RELATING TO THE PRODUCT OR SERVICEPROVIDEDHEREUNDERTHATHASCREATEDORAMOUNTEDTOANEXPRESSWARRANTY, CustomerexpresslywaivesandreleasesanyclaimsInanylawsuit, arbitration or other legal proceeding against Apex for negligence, torts, personal injury, death, violation of any statute, rule, or regulation, loss of use, diminution of valu y ic, compensatory, Incidental, consequential, exemplary, punitive, liquidated, treble, or special damage s if anic, event shall Apex be liable for any amount greater that amount paid by the Customer to Apex for the skind, and e, economic, to be performed. tom; 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 it physician If necessary regarding any affects the Property treatmentmayhaveand (2)it is their responsibility to notify Apex in writing not less than two (2) days prior to treatment regarding any allergy or. sensitivity concerning odors, dust, pollen, respiratory Illness, or other condition that may be activated or exacerbated by the products and or techniques utilized by Apex. GENERAL TERMS AND 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 componentsoftheSentrlcon *System (Components) are and will remain to property of DowElanco. The Customer has no rights to any of theodifythecomponentsInanyway, other than the right to their use asComponents, and the Purchaser may not alter, remove, or m Installed by Apex on the Customer's premises under this agreement. 2. On expiration or terminatlon'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 Sentrlcon* System it. Apex will: (I)so notify the Customer, (2)offer Customer the alternatives of either using it different form of termite protectionordiscontinuingtherelatlonship(note: Conventional "liquid barrier" method of termite control may not offer an effectivemeansofcontrollingcertaintermiteInfestationsofcertainstructures. In such event Apex may not be able to offer R different form of termite protection, and therefore may have to discontinue the relationship.); (3)lf the Customer and Apex (Parties) agree on use of a different form of termite protection, give the Customer credit for service paid for but not yet received- (4)if the Customer elects to discontinue the relationship, or If Apex cannot offer an effective different. form of termite protection, refund to the Customer an amount equal to the fee paid for services not yet received, andL (S)retrieve, or advise DowEIRnco'or Its representatives where to retrieve, the Components from the Customer's premises; and b. the Customer will; (1)grant Apex and DowElanco or its representative reasonable Recess to the premises for the retrieval of . the Components; and; (2)elther agree with Apex on the use of a different form of termite control or elect to discontinue this relationship. ADDITIONS AND/OR ALTERATIONS This Agreement covers the Structure(s) identified herein as of the date of the initial installation. Prior to; (1)the Structure(s) being structurally modified, altered, or otherwise changed or; (2) to any termiticide being applied on or close to the location of any Station, or; (3) soil Is removed or added around the foundation, or; (4) any tampering of baiting equipment or suppliesoccurs, the Customer will Immediately notify Apex In writing. Failure to notify Apex In writing of the events listed above may void this Agreement. Additional services because of any alteration, addition, or other such event, may be provided by Apex at the Customers expense, and may require and adjustment in the annual fee. DAMAGE RELATED TO SERVICE Apex will exercise due care while performing any work hereunder In avoidance of damaging any part of the Customer's property, plants, or animals. Under no circumstances or conditions shall Apex be responsible for damage caused at the. time the work is performed except those damages resulting from gross negligence on the part of Apex. PAYMENT/DEFAULT. All payments due pursuant to this Agreement shall be made at the Apex Corporate Headquarters located In Merritt Island, Brevard County, Florida. In the event of failure to make payment when due, or any other default by Customer (1) Apex maywithoutnotice, terminate this Agreement and pursue all other Rvallable remedies, which shall be cumulative, and (2) Interest shall Rccrue at the highest rate Rllowed by law during the period of any delinquency, and (3) Customer Rgrees 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 held to be invalid or unenforceable for any reason, the remaining terms and conditions of this Agreement shall remain in full force and effect. CHANGE IN LAW. In the event of a change In applicable law as It pertains to the services promised herein, Apex reserved the right, to 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 fuel/or materials, stokes, embargoes, fires, floods, hurricanes, storms, quarantine restrictions, or Rny other act of God or circumstances beyond the control of Apex. Apex disclaims any liability for special, IncidentRl, 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 soli contact; (4)furniture and contents; (5)Rreas of existing damage unless Rreas 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 th< provisions of the Uniform Arbitration Act its in force In the State of Florida, or the Federal Arbitration Act, 9 U.S.C. section 1, et seo. Th( proceeding shall be governed by one arbitrator, and the location of arbitration will be BrevRrd County, Florida at the offices of Apex or it, designee. The arbitrator will have the complete power to determine all Issues of fact and law, and any determination of the arbitrators wil be final and conclusive, and binding on both parties. Customer agrees that any such arbitration shall be conducted on an Individual basis and not a class wide basis. Apex shall recover all fees, costs, and attorneys fees associated with the arbitration proceeding. ENTIRE AGREEEMENT. The service Agreement signed at the time of purchase constitutes the entire Agreement between the parties an( no other representations of statements will be binding on the parties. REFUNDS. Apex at any time on or after 36 (thirty-six) months from the Initial date of Installation, terminate this Agreement and b relieved of any liability hereunder If Apex determines, In its sole discretion, that it Is unable to prevent or stop further damage to Propert from subterranean termite activity. Partial refunds may be made under the discretion of Apex Pest Control Inc. NOTICE OF CLAIMS, ACCESS TO PROPERTY. Any claims under the terms of this Agreement must be made Immediately in writing tTheApexCorporateOffice. Apex Is only obligated to perform under this Agreement if the Customer allows Apex Recess to the Identifle 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 thInitial12 (twelve) month period, Customer may transfer or assign this Agreement with a = transfer fee payable to Apex withinthirty) days of the transfer of the treated Property. Trademark of DowElanco Brevard Area Orlando Area Tampa/Sarasota Area508SPlumosaSt. 7006 Stapoint Ct. #G 5314 Faulkenburg Rd NMerrittIsland, FL 32952 Winterpark, FL 32792 Tampa, FL 33510407-459-2847 407.858-0540 813.221.2847800-929-2847 888.764.2847 877-459.2847 FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 2879 Builder: DR HORTON Address: 73v2T)' Permitting Office: City, State r i= WiPermit Number: Owner: D.2_ .x Jurisdiction Number: Climate Zone: Central 1. New construction or existing New - 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 60.0 kBtu/hr - 3. Number of units, if multi -family I - SEER: 12.05 - 4. Number of Bedrooms 4 _ b. N/A 5. Is this a worst case? No 6. Conditioned floor area (ft) 2872 ftz c. N/A 7. Glass area & type a. Clear - single pane 319.0112 _ 13. Heating systems b. Clear -double pane 0.0 ft' _ a. Electric Heat Pump Cap: 60.0 kBtu/hr - c. Tint/other SHGC - single pane 0.0 ft' - HSPF: 8.25 Tint/other SHGC - double pane ft0.0 ' b. 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, 460.0ftz - c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallons - a. Concrete, Int hisul, 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 RI 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 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: DATE: 43.02 I hereby certify that this building, as designed, is in ompliance with the Florida Energy Code. OWNER/AGENT: _ 41G _ DATE: q2(0 O3 Review of the plans and specifications covered by this zip sx tio49r,o calculationindicatescomplianceOfwith the Florida Energy Code. Before construction is completed s. this building will be inspected for compliance with Section 553.908 cDD FloridaStatutes. wr'li BUILDING OFFICIAL: DATE: EnergyGaugeE) ( Version: FLRCSB v3.2) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , . , PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BSPM Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points 18 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, Clear 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 7.20 144.0 Base Total: 38.0 124.8 As -Built Total: 38.0 187.2 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Attic 2091.0 2.13 4453.8 Under Attic 19.0 2091.0 2.82 X 1.00 5896.6 Base Total: 2091.0 4453.8 As -Built Total: 2091.0 5896.6 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM = Points Slab 173.0(p) 31.8 5501.4 Slab -On -Grade Edge Insulation 5.0 173.0(p 31.70 5484.1 Raised 460.0 3.43 1577.8 Raised Wood, Adjacent 11.0 460.0 1.80 828.0 Base Total: 7079.2 1 As -Built Total: 633.0 4656.1 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 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 0.950 185".5 18544.5 EnergyGauge^" 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 18 X Conditioned X BWPM Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Poinbss 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 I ADDRESS: , , , PERMIT #: 1 BASE AS -BUILT INFILTRATION Area X BWPM = Points Area X WPM Points 2872.0 0.28 -804.2 2872.0 0.28 804.2 Winter Base Points: 7758.4 Winter As -Built Points: 10832.4 Total Winter X Points System Multiplier Heating Points Total X Component Cap Ratio X Duct X System X Multiplier Multiplier DM x DSM x AHU) Credit Multiplier Heating Points 7758.4 0.6274 4867.6 10832.4 10832.4 1.000 1.00 1.078 x 1.160 x 0.92) 0.414 1.150 0.414 0.950 0.950 4897.7 4897.7 EnergyGaugeTM DCA Form 60OA-2001 EnergyGaugeWlaRES12001 FLRCSB v3.2 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2564.00 10256.0 50.0 0.86 4 1.00 2623.63 1.00 10494.5 As -Built Total: 10494.5 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling Points Heating + Hot Water = Total Points Points Points 23683 4868 10256 38807 1 18544 4898 10495 33937 PASS EnergyGaugeT" DCA Form 60OA-2001 EnergyGaugeS/FlaRES2001 FLRCSB v3.2 v ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 85.7 The higher the score, the more efficient the home. I. New construction or existing 2. Single family or multi -family 3. Number ofunits, if multi -family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (112) 7. Glass area & type a. Clear - single pane b. Clear - double pane c. Tint/other SHGC - single pane d. Tint/other 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 _ 1 a. Central Unit 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 e 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, 622.0 112 _ 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: Date: Address of New Horne l131 City/FL Zip:Ci+ Cap: 60.0 kBtu/hr _ SEER: 12.05 Cap: 60.0 kBtu/ty HSPF: 8.25 Cap: 50.0 gallons _ EF: 0.86 PT, NOTE: The home's estimated energy performance score is only available through the FLAIRES computer program. This is not a Building Energy Rating. Ifyour score is 80 or greater (or 86for a US EPAIDOE EnergyStarrudesignation), Iyour home may gualify for energy efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec. ucfedufor information and a list ofcertified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. EnergyGaugeg (Version: 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 barter on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES (must hp mat nr aye-parlarl by au ronirie 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 efficien of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 allons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each s stem. 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 RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-3-97 109 COMMERCE STREET, LAKE MARY, FL 32746.6206 Phone: (407) 831-2665 Project For: DR HORTON Notes: Design Information Weather: Orlando AP, FL, US Winter Design Conditions Outside db 38 OF Inside db 70 OF Design TD 32 OF Heating Summary Building heat loss 40970 Btuh Ventilation air 0 cfm Ventilation air loss 0 Btuh Design heat load 40970 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heating Cooling Area (ft2) 2872 2872 Volume (ft3) 22976 22976 Air changes/hour 0.70 0.40 Equiv. AVF (cfm) 269 153 Heating Equipment Summary Make TRANE Trade Efficiency Heating inputHeatingoutput Heating temp rise Actual heating fan Heating air flow factor Space thermostat 8.4 HSPF 0 Btuh @ 47°F 0 OF 0 cfm 0.000 cfm/Btuh Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 43 gr/lb 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 10.0 EER Sensible cooling 40600 Btuh Latent cooling 17400 Btuh Total cooling 58000 Btuh Actual cooling fan 1933 cfm Cooling air flow factor 0.054 cfm/Btuh Load sensible heat ratio 82 % Bold/italic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. At. wr14gNtsoft R19M-Suite Residerdial^" 5.0.64 RSR26015 2002-Feb-28 13:29:06AME:\Filesklrtadort1287912879REVD.rsr Page 1 RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-3-97 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.70 ach x 22976 ft3 x 0.0167 = 269 cfm 2. Winter infiltration load 1.1 x269 cfm x 32 °F Winter TD 9454 Btuh 3. Winter infiltration HTM 9454 Btuh / 355 ftz Total window = 26.6 Btuh/ft2 and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 22976 W x 0.0167 = 153 cfm 2. Summer infiltration load 1.1 x 153 cfm x 18 °F Summer TD 3039 Btuh 3. Summer infiltration HTM 3039 Btuh / 355 ft2 Total window = 8.6 Btuh/ft2 and door area Procedure C - Latent Infiltration Gain 0.68 x43 gr/Ib moist.diff, x 153 cfm = 4526 Btuh rroceaure u - tquipment sizing LoadS 1. Sensible sizing load Sensible ventilation load 1.1 x 75 cfm vent. x 18 °F Summer TD = 1485 Btuh Sensible load for structure (Line 19) + 35571 Btuh Sum of ventilation and structure loads = 37056 Btuh Rating and temperature swing multiplier x Equipment sizing load 0.98 sensible = 36315 Btuh 2. Latent sizing load Latent ventilation load 0.68 x 75 cfm vent. x 43 gr/Ib 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 BoWtallc values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. At W"htsaft Right -Suite Residential- g til- 5064 RSR2002-Fetr2813:29:06 9C.. C.A E:\Files\drtoHon\2879\2879REVD.rsr 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 3274"206 Phone: (407) 831-2665 W S D W G L S S O N A S O O W C W S N K 1 A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R LIV/DIN/FOY a n nw a c n 0 d 1 1 90 1.0 1.0 5.0 5.0 39.4 32.0 0.0 a n sw a c n 0 d 1 1 90 1.0 1.0 2.0 5.0 47.4 23.0 0.0 a n nw b c n 0 n 1 1 90 1.0 3.5 5.0 7.0 62.4 7.0 0.0 a n nw b c n 0 n 1 1 90 1.0 3.5 1.0 3.0 62.4 9.0 0.0 LAUNDRY RM WIC SITTING RM a n sw a c n 0 d 1 1 90 1.0 1.0 10.0 5.0 47.4 16.0 0.0 MASTER BATH a n se a c n 0 d 1 1 90 1.0 1.0 12.0 5.0 47.4 16.0 0.0 MASTER BEDRM a n se a c n 0 d 1 1 90 1.0 1.0 17.0 5.0 47.4 16.0 0.0 MASTER HALL BATH FAMILY RM b n se a c n 0 d 1 1 90 1.0 1.0 6.0 7.0 47.4 53.0 0.0 KITCHEN a n ne a c n 0 d 1 1 90 1.0 1.0 2.0 3.0 39.4 10.0 0.0 BEDRM 2 a n se b c n 0 d 1 1 90 1.0 1.0 5.0 5.0 47.4 15.0 0.0 UP BATH RM ACTIVITY RM a n nw b c n 0 n 1 1 90 1.0 1.0 7.0 5.0 62.4 30.0 0.0 a n sw b c n 0 n 1 1 90 1.0 1.0 1.0 5.0 76.4 60.0 7.6 C. wnghtgoft Right -Suite ResiderdialTM 5.0.64 RSR26015 2002-Feb-28 13:29:06 E:\Files\drhortont2879t2879REVD.rsr Page 1 a n sw b c n 0 d 1 a n se b c n 0 d 1 BEDRM 4 1 90 1.0 1.0 1.0 5.0 47.4 15.0 BEDRM 3 1 90 1.0 1.0 5.0 5.0 47.4 15.0 1.9 WC I 1 wrightsoft RIgM-Suit@Residerdial° 5.0.64RSR26015 2002-Feb-2813:29:06 CCK E:\Files\drtprtoM2879t2879REVD.rsr 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: tin tO. 1 Name of room Entire House LIV/DIN/FOY LAUNDRY RM WIC 2 Length ofexposed wall 314.5 ft 61.5 it 11.0 it 19.0 ft 3 Room dimensions 20.0 x 21.0 ft 15.0 x 6.0 ft 13.0 x 11.0 It 4 Ceiings Condit. Option 8.0 11heaVc ool d 8.0 111 heat/cool 8.0 ft heat/cool 8.0 It heat/cool TYPE OF r-STHTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg I Cig Htg Cig ft') Htg Clg W) Htg I Cig ft) Htg I Cig 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 1" 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 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 Coding ENV 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 8 Other doors a 11A 18.9 12.7 38 717 484 20 3711 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 01 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 exposedb12C2.9 1.9 849 2445 1650 48 138 93 0 0 0 0 0 0 wallsandc13C3.2 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 a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 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 0.00 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22B 13.1 0.0 233 3050 0 62 807 0 11 144 0 19 249 0 Note: room b 198 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 isdispl. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 forslaba0.0 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 30391 91 2424 779 181 479 154 0 01 0 13 Subtotal oss=6+8..+11+12 37246 8592 1184 856 Less external heating 0 0 0 0 Lesstransfer0i•10°/ 0 0 0 14Ductloss100% 3725 859 100/ 118 10 *A 86 15Totalloss = 13+14 40970 9451 1302 942 16 Int. gains: People @ 300 5 1500 0 0 0 0 0 0 AAppppll1200218000016000017SubtotRSHgain=7+8. +12+16 32337 W52 1065 256 Lessexternalcooling0000Lesstransfer000018 Dud gain 10 3234 10°/ 605 10°/ 107 10°/ 26 19TotalRSHgain=(17+18)"PLF 1.00 35571 1.00 6657 1.00 1172 1.00 282 20Airrequired (cfm) 0 1933 0 362 0 64 0 15 Printout certified by ACCA to meet all requirements of Manual J 7th Ed wrsgFttsof Right Suite Residerdial'05.0.64 RSR260152002-Feb-2813:29:06 ACZ51 E:1FilesklrhortoM2879t2879REVD.rsr Page 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Job: 2879 MODEL REVISED 10-3-97 rvwrvuHL 3: fin r_a 1 Name of room SITTING 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 ft4CeiingsCondit. Option 8.0 ft heat/cool 8.0 ft heat/cool 8.0 ftheat/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') Mg Cig ft') Htg Clg ft2) Htg Clg fly 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 00 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•"' d 0.0 0 0- 0 0 0 0 0 0 e 0.0 0 0 0 0 0 0 0 0 7 Windows and North 27.6 0 0 0'"" 0 0- 0 0 0 glass doors NE/NW 51.4 0- 0 0- 0 0- 0 0 0 CoolingENV0.0 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 Horz0.0 0 0 0- 0 01 01 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 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 wallsandc13C3.2 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 e0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 0 0 0 0 0 0 0 0 0 0 0 0 b0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 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 0 isdispl. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 forslaba0.0 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 26.61 8.6 16 426 1371 16 4261 137 161 426 137 0 01 0 13 Subtotalloss=6+8..+11+12 1444 1494 1594 0 Less external heating 0 0 0 0 Lesstransfer0I00014Ductloss10°/ 144 10 149 10°/ 159 100/ 0 15Totalloss = 13+14 15M 1643 1753 0 16 Int. gains: People @ 300 0 0 0 0 1 300 0 0 Appl. ® 1200 0 0 0- 0 0 0 0 0 17SubtotRSHgain=7+8..+12+16 1027 1044 1377 0 Lessexternalcooling0000Lesstransfer000018Ductgain100/ 103 10 GA 104 10°/ 138 10°/ 0 19TotalRSHgain=(17+18)•PLF 1.00 1130 1.00 1148 1.00 1514 1.00 0 20Airrequired (cfm) 1 101 61 1 01 62 1 01 82 0 0 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. 1; t= we'7 httSOf[ Right-Sude ResidertialTM 5.0.64 RSR26015 2002-Feb-28 13:29:06 AME:tFiles\dd* ton\2879t2879REVD.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 Mr+rvu<\L J: rin t:M 1 Name of room FAMILY RM KITCHEN BEDRM 2 UP BATH RM 2 Length of exposed wall 36.0 ft In ft 28.0 ft 11.0 ft 3 Room dimensions 17.0 x 19.0 It 12.0 x 17.0 ft 16.0 x 12.0 It 11.0 x 13.0 ft 4 Ceiings Condit. Option 8.0 ft heat/cool 8.0 It heat1cool 8.0 I'll 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 Clg ft2) Htg Clg ft') Htg I Clg ft) Mg Clg ft') Htg I Clg 5 Gross a 14B 4.6 2A 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 I 0.0 0.0 0 1 - 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 f 0.0 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 0 0 0 0 0 0 0 0 8 Other doors a 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 235 1083 484 86 396 177 0 0 0 0 0 0 exposed b 12C 2.9 1.9 64 184 124 0 0 0 81 233 157 0 0 0 walls and c 13C 3.2 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 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 2.2 323 548 719 204 346 454 192 326 427 143 243 318 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 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 01 0 0 0 0 0 0 0 0 0 0 11 Floors a 22B 13.1 0.0 36 472 0 12 157 0 0 0 0 0 0 0 Note: room b 19B 1.3 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 0 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 1 26.6 8.6 53 1411 454 10 266 86 15 399 128 0 0 0 13 Subtotal loss--6+8.. + 11+ 12 5658 1536 1916 520 Less external heating 0 0 0 0 Less transfer 0 0 0 0 14 Duct loss 10 O/C 566 10 154 10° 192 100 52 15 Total loss = 13+14 6223 1689 2108 572 16 Int. gains: People Q 300 4 1200 0 0 0 0 0 0 Appl. Q 1200 0 0 1 1200 0 0 0 0 17 Subtot RSH gain=7+8..+12+16 5493 2311 1574 421 Less external cooling 0 0 0 0 Less transfer 0 0 0 0 18 Duct gain 10°/ 549 10 231 10°/ 157 10°/ 42 19 Total RSH gain=(17+18)'PLF 1.00 6043 1.00 2542 1.00 1731 1.00 3462520Airrequired (cfm) 0 328 0 138 0 94 0 Printout certified byACCA to meet all requirements of Manual J 7th Ed. A&Wta"tC,' i^ltSOft Right -Suite Residerdial^ 5.0.64 RSR26015 2002-Feb-28 13:29:06 E:\Files\drhorton\2879\2879REVD.rsr Page 3 RIGHT -I WORKSHEET0EntireHouse DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-3-97 109 COMMERCE STREET, LAKE MARY, EL 32746-6206 Phone: (407) 831-2665 NWIVUAL J: rm to. 1 Name of room ACTIVITY RM BEDRM 4 BEDRM 3 2 Length ofexposedwall 59.0 ft 15.0 It 28.0 ft 3 Room dimensions 25.5 x 20.0 It 15.0 x 10.0 ft 16.0 x 12.0 ft 4 Ceiings Condit. Option 8.0 ftl heat/cool 8.0 ft heat/cool 8.0 ft heal/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area EXPOSURE NO, Htg I Clg W) Htg Clg W) Htg I Clg OF) Htg I Clg Htg Cig 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 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 d 0.0 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 ENV 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 Horz 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 01 0 0 0 0 0 0 0 0 11 Floors a 22B 13.1 0.0 59 774 0 0 0 0 0 0 0 Note: room b 19B 1.3 0.0 460 589 0 0 0 0 0 0 0 perimeter c 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 is 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 15 399 128 151 399 128 13 Subtotal loss=6+8..+11+12 9062 1511 1881 Less external heating 0 0 0 Less transfer 0 0 0 14 Duct loss 10° 906 10 OA 151 10% 188 15 Total loss = 13+14 9968 1662 2070 16 Int gains: People aQ 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 Duct gain 10 872 10 133 100/ 167 19 Total RSH gairv=(17+18)'PLF 1.00 9590 1.00 1459 1.00 1840 20 Air required (cfm) 0 521 1 01 79 0 100 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. A NOIVVI F"1tSC.Q'FC Right -Suite ResidergialTM 5.0.64 RSR26015 2002-Feb-28 13:29:06Z& E:1FilesldrhortorA287912879REVD.rsr Page 4 th dLCt of Cep r Wth d--t to roof cep ion r z m O_ ct N P > UJ UJ \ C SLAB o 0MIN \ ALL t Rating Must have a rtnhun dearonce of 4 hxhes around the alr handler per the State £Harpy code. All duct has an r-b hsulatbn value. Z O 0 r O U% r (U 2 Qp \ C:)CU co o r l m w > z o z o F QDJOQ PLOT PLAN DESCRIPTION: LOT 93, BAKERS CROSSING PHASE 2 AS RECORDED IN PLAT BOOK 62, PAGES 97-99, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA LOT 93 CONTAINS 5500 SQUARE FEET t THIS STRUCTURE CONTAINS 2107 SQUARE FEET t TOTAL CONCRETE 784 SO. FT. t TOTAL SOU 2609 SO. FT. t LLJ LOT 92 a o 00o 0 z TRACT "B" OPEN AREA 50.00' N 90'00'00"E J LOT 93 ined DRAINAGE TYPE A a It rUNCO Ehtb NPAl1Q,:;ec I 5.0 40.0' PROPOSED MODEL 2879 C LtJFINISHEDFLOORItELEVATION-29.4 O o a 00 s oci o N 40.00' 5.7' rl 14.7' 19.6' S C 10' UTIU EASEMENT. N90'00 00 50.00' pIN Gill1 S9O'OO*OO•E LUSITANA WAY TRACT "A" 50' RIGHT OF WAY BUILDING SETBACKS FRONT: 25' REAR: 20' SIDE: 5' CORNER: 15' PREPARED FOR: D.R. HORTON 1. ELEVATIONS SHOWN ARE PER LOT GRADING PLANS PROVIDED BY THE CLIENT. S PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES Y. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION TFOR CONSTRUCTION. BUILDING SET BACK LINES SHOWN HEREON IS PER DATA INISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES Y. THIS IS NOT A SURVEY THIS IS A PLOT PLAN ONLY 1 HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120289 0045E DATED 4/17/95 AND FOUND BEARINGS SHOWN HEREON ARE BASED ON THE EASTERLY LINE OF LOT 93 AS BEING N00'00'00" E PER PLAT. FIELD DATE:) REVISED: SCALE: I" = 30 FEET APPROVED BY: SJ JOB NO. ASM42121 DRAWN BY: PLAN 7-24-03 JAL 1 " = 30' G PHI SCALE 0 15 30 LOT 94 1 Q 350.00' pl 0 420.oa' - - - o 1 QCENTERUNEOFIRIGHT-OF-WAY 0- M LEGEND BUILDING SETBACK LINE CENTERUNE MLW MINIMUM LOT WIDTH P09 POINT ON BOUNDARYRIGHTOFWAYLINEPOI. POINT ON LINE PROPOSED ELEVATION PCC POINT OF COMPOUND CURVATURE r PROPOSED DRAINAGE FLOW POCOR POINT lCURVE OFFICIAL RECORD CONCRETE PO PLANNED DEVELOPMENT a DENOTES DELTA ANGLE LB LAND SURVEYING BUSINESS L DENOTES ARC LENGTH LSLANDSURVEYORC.B. DENOTES CHORD BEARING PRMPERMANENTREFERENCEMONUMENTPCDENOTESPOINTOFCURVATUREPCPPERMANENTCONTROLPOINTPIDENOTESPOINTOFNTERSEC110NP) PER PLAT PRC DENOTES POINT OF REVERSE CURVATURE M) MEASURED PT DENOTES POINT OF TANGENCY ALCULA TYPICAL FNDC) FOUND A/C CONDITIONER C/ 1M CONCRETE WALK COW CONCRETE BLOCK WALL SIDEWALK RP RADIUS POINT CSP/7YCONCRETE PAO R RADIUS PBPLATBOOKCSCONCRETESLAB Pas PAGES C CHORD LENGTH NONATURALGRADER/W RIGHT-OF-WAY SO. Fr. SQUARE FEET ORB 2MCIAL RECORDS a" 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 IMPROVEMENT'S HAVE BEEN LOCATED EXCEPT AS SHOWN. 3. NOT VALID 1MTHOUr THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 320FOR ENOFAUTHORIZATIONSUITE 181 lB/16393' I A 1)UU: f \ AJIAJAr p. 11 YI///)f. 320EASTSOUTHSTREET. SUITE 180 32801- ( 407) 426-7979 1 WILLIAM R. MUSCATELLO JR. PSM#4928 GA L Lfl . CAULK. BETWEEN ONE By WOOD CONCRETE OR WOOD BUCK & BUCK WIDTH) 1. BUCK BY OTHERS MASONRY OPENING NAVY. OPENING By OTHERS BY OTHERS INSTALLATION DIA ANCHOR OIE B7 vlpD J/16-6• BTA. TAPCON D CAULK BETWEEN Bubo BY OTHERS WIMMU FLANGE St O L WOOD B K 1/.' MlM HT HERS p 6. EMBEDMENT SHlM AS I2E0'A RIGID VINYL (SEE NOTES C GLAZB(G BEAD INSTALLATION ANCHOR TTPJ 3/16' VIA. TAPCON STUOCOBrOtNERS SHIM AS KIM IER361Er£R - 1/4' MAX SEE NOTES) ZLASS CTYPXSEE NOTESI CAULK Br.OTNERs FLANGE TYPE FLAKE TYPE VD(DOW FRAME vtNDOv FRAME. JAMB CAULK BETWEEN RIGIH VINYL WADER VB(DDV FLANGE L WOOD BUCK PERIAULK v GLAZING BEAD CAULKCC N (TYPJ u GLASS By OTHERS BOv TTPJ (SEE NOTES) V.W. WINDOW WIDtWi(U J( BOCK CAULK BETWEEN CAULK TR:TVELN WINDOW HEIGHT) WOOD BUCK L OPENING HERSFLANGELPRECASTSILLByOTY. By TRS V/ VULKEN 116 ADHESIVE CAULK' OR APRVIL EOL. SECTION 8-8 FLANGE TYPE vWDOW FRAME CONCRETE OR P B SDJ_ MASONRY OPENING CAULK BY OTHERS By pifERS T f ly OT SERS ` A T SECTION A -A FA B I O ECTI0q1) S1KM AS REOV. At EACH imSTALLATION ANCHOR. Wx. ALO cv fRLE 7--- 4 SHIM STACK TO BE 1/4'. L D E 2) VA7DOw FRAME MATERIAL-• AUJMKAIM ALLOT 6D63. F-7 3) WWALLAUON AWJ40R MUST SE OF SUFACIENT LIB. TO ACHIEVE , • M9(. EMa„EDMENT OF 1-1/4' INTO MASONRY OR CONCRETE.. / ' USE SKJCONIZED ACRYtC CAULK BEMx10 w9(DOw FLAnCE AI HEAD r tJAMeS. SKL AKJST SE ATTACHED TO THE SU35TRATE MrN B K u Q VULKEM 116 AOMES/VE CAULx OR APPROVED EOLW. 5) USE SIUCOWED ACRYLIC CAULK FOR PER1NETER SEAL AROUND '+ W EXTERIOR OF wwFL ANGE. ANGE. .H. r G C;, 1a'I 6) IF EXACT wa.DOw SIZE S NOT LISTEO w ANCHOP CURT, USE Nam! ANCHOR DUANTITYUSEDWITHNEXTLARCEiSIZE. FOP. T. a/ r APPROPWAJE DES" PRESSURE REO'O. 7) LASSV30MCKPAAESS GLASS MAY VARYPER THE REOI.•IR N£NTS OF AST>r i 8) LETTER L• ESIGNATIONS ON THETAPCON LOF ATKxI O+ART eD1CA`E t wHERE TAPCON ANCHORSAREToSErisgAu.-D TAEN trr?-G, TrE EXTERIOR. r-UVATON AS AKEY ( \ 9) ALL FACTORT APPUEO NGLES NOT DESOmTED FOR TA,-CCN A;V ANCHOR SHOU1.0 6E FASED -TH /8 SFREwE OF YJ SCE,% L-is TO PROWDEYIN / A a. EAMMEW K(.o wr" SuEK. A TO) FLORIDA .XTRW£ RS ICXA SENF SOWO LNF 1E SHCw11. TyS _ A _ I%''y1' 1\ 1 I PRINTALSO AFFI ES 0 F OF•K3A A RL5X A.,,_ _ )CC _ I •IV ,/ :1 I I Ll I `I ,V!" SERIES S ' nMUNG , 79 wMERr 7. D K Kr , W A.A_J STRLY' > '+Ar 5 Ir YUZ7 J i'_'1 : v, JV x I E I j ALL h- -_ TCNf.; .r l TAPCON LOCATION CHART CALL BUCK LOCATIONS IN HEAD LOCATIONS IN JAMB .. SIZE SIZE 301y TO .D.v slsy To 70PSF 30 v TO 6GA5F suss o 7DAsr 13 16 1/ 3 x 37 3/6 I. 1/ 1/ 5 I d 5 a 8 6 fF F 9 165 a 46 1/$ K 55 1/4 R . a 17 IM2 is Inx L3 25 1/2 A 25 3N3 25 1/ 2 x 37 Vil B tt6 IS 1/ 2 x 49 US 25n%2 uf2 s 8 IT FF 1H6 25 1/ 2 K 71 8 IH7 25 1 x p 8 B iAJ"K 'K- fF.331, 30 1/2. 26 29 1/2125 30 /12 . Je 313 29 T/2 X T 3/8 JO 1/2 . S0 5/6 29 t/2 K N 5/8 8 8 FA FAJV 30 1/2 . 36 1/.. r 1/2 X SS 1/. B 8 FA FAJV _ 30 1/2 . 63 29 1/2 X 62 8 6 FA F.G.") 30 1/1 . 72 29 1/2I71 8 8 F_ISJU F,Gj1J 3D ( . es 29 1/2 I a3 e B F.OJJc FAAK 2236 x 25 23 36 x 37 3A B B FA rc 26 36 x a vs B e F c F.G" 245 36x 55 1/. 8 8 FA FA"25 36162 B B FAlL1 fFJ(J 26 36 X71BBFAJUOJEFAJV2736A a3 B B FAIR FFIyJ.K 1 x 25 2 . 3e 3/ 8 1 X r 3/a B B FIG F.G" 2 . 50 5/ 8 1 x .9 Zee B 8 FIG FAJU 42 . 56 1/. 41 1 55 Ip B B fAIU FA" 62 . 63 i X 67 8 B FAJU D,EFAJSJ 42 . 7241 x 71 8 8 FJGJV DEfFJ(J 42 . . 1 K 33 F6J.K rcwAI 48 . 26 47 x 25 5 A,CFA F.6a . 3L 3/ 3 7 x 31 3/a 8 A.0 FA F.G" e . 50 5/ 8 7 x .9 5/D a A"C FA FFJv8 . S6 1/ 4 7 1 55 1/. E A.0 FAJU F.c" 48 . 63 71 62 8 A.0 FAJV D,EFA!(J 48 . 72 i7 x TO B AS F.G.MJ D_E,FAJM 454 7x L3 P.r. FcjK F H 32 52 1/ 3 X 25 8 A.c FA FA 33 52 1/ 6 x I7 3/a 8 A.0 rA Ccx) 3. S2 1/ 3 x 49 5/a 8 A.0 FAtu FA"i 345 52 1/ e x 55 1/. 8 A.0 rcm.1 A.E"FAJU 35 52 1/ 3112 a AS FA.MJ OJuAJU 3652 1/a A 11 8 A FAJ(J DJEFAJMJ 37 52 1/ a . 63 A_C F.GJJ. O.Ew-'--"JK 37SJZ. NOr AVAJUeIE rI ICUO OP. 1500 SERIES. FLORIDA EXTP.UDEP. SIRNATIONAL INC s NFORD, FLORIDATITLE: INSTALL AT' LIN D=TA:L J SGL :+UPic.- rLA>fI_: '.IND=.; - SEF.i=S 1000 . i500 E %000 BY: 1 i APPPO ED BY: DAT-EAG/1- T=/01 ;_CALF `-S IDWC-.: ,F LEX0016 1' NINL ENBEDMCNT ... -._ .. _ WINDOWWIDTH1/4' MAIL y OTHERS SHD1 SPACE By By WOOD CAUKlETvEEN .:-----...-. WINDOW FIN L DT OTHERS Hr OTHERS SHiH AS RCO-D TWO BY B SHEATHING CS£E NOTES) STUD BY OTHERS '.. SHIN AS REO'0. INSTALLATION ANCHOR - -. cSEE NorfSN 0 WODH SCREW , li T _ - CEXWIA' I OTHERS TIT 5 w II2 ± s z ,rtH :§.. ,,.^`,c." t(`'+ e+.6LAZTr. 'r -^---• .. t ` r s f sMAX SHIN SPACE x X Eqr t Q COTES) PfRLHETER j - r ... CAULK f W TYPEa .: tY n JLs fi: SH + 3•' , WIH00V (RARE-. t s+a rI_, HEADER i a 3xa', ? '€m;"_ ._ b fIN TTGE r fRAIC GLAZING ( TIP.) r w v :, + -_ - - SEE NOTES) WIDTH e ' r OTHERS r CAULK B viNDOV HEIGHT DTOTHER SECTION B B e e 24' O. C. EDIALLrSPACE ' MAX. CTTPjANCHORS (TYP.) c S WINDOW HE[(? HT t) Smom AS AT EACH WSTALLATIOH( R GLAZING (TYPj ALLOWABLE 1__; - SEE NOTES) Jij--- 2) wNDOw FRAME uATERUI' OR /tIOrAMR2 NAOr,' 6063 . 3) 24STALLATON ANCHMUST 8E' DF SI#fK1EHT, LTH. TO ACH04 MIN. EH HT OF ! WW WOOD BUCK P .. s) USE SHUCONHZED ACRYLIC CAULK BEHIND WINDOW Fw L6, TIP# AT HtC SK.Lk..W(85. 1,S) USESUOraZED KRruC Cs:nic FORPEAuEiER SEA MAX.(TYPj AROUND EXTEROR OF WINDOW ERAWC ` i 6) HF EXACT WWDCW SIZE 6 NOT-L6TED: 1N ANCHOR CH USE ANCHOR OUANTOY USTED WITH :NEXT LARGER SIZI FIN TYPE ELEVATION T) GLASS THICKNESS NAY' PART:PER THE REOUREHENTS WINDOW FRAME ASTN E13W GLASS CHARTS. -' PERIMETER StVARDLE SILL VIEWED FROM EXTERIOR B) FLOPJOA EXTRUDERS TODD SERFS SINGLE HIING IS-9 CAULK — STD THIS PRINT ALSO APPLIES TO THE FLORIDA ETR CIDERS CAULK \ BYOTHERS - AND2000 SEWS SINGLE HUNG WwOOW`. HY C_: i AINSTALLATIONANCHOR AB WOOD SCREW STUCCO Br OTKRS 1 CAULK BETWEEN 111 WRNWW fIN SKEATH?tNG1. SNZAT:1:N1 3, Ol -_ii A 9y WAD i 901. 4EPS t500 REVIDESCRIPTION DATEINI INTERNATIONAL. INC FLORIDA EXTRUDERS SANFORD. FLORIDA 3-MIN. TIT'L E: INSI LLYT IONDE - L W/#? SCREWS EMKDMENT KJNG FIN 1000 I; DO.• $ 2OC20 DRAWN BY: 3a APP?04_. D Bpi: Sr.;7 _ ;DWG .. '_{Xfjf _'j _ HT G SHEATHING By DINERS CAULK PE1vEEN WINDOW FIN It SHEATHING INSTALLATION AMC .1 18 SCREW EXTERIOR FINISH BYOTHER' — PERIMETER / CAULK JJJ BY OTHERS v INDOvHEIGHTEXTERIOR P£ RIMT£R CAULK 9, OTHERS IS IALLa T iON ANCOOF. — 2 . OGD SCREW E% 7LPBT. OP FINES. eINE<t F"/- 1, MIN. BCDNENI V10WOODFRAMINGBY OTHERS GLAZINGSEE NOTE 6) 5HIN AS REO'D. CENTRAL FLOPJDA B • 0' A' R' sEE NOTES) UFACTU' R NAME: 1IM MAX SHIM SPACE t ME i 7.t . L &LAZING cSEE NOTE 61 BUCK HEIGHT FIN TYPE WINDOW FRAM L _1 S IH A, RE?D. 1i 4- NA%. SEE NOTE$) WOOD FRANIYE CAL1_K EIwE_N — i 9:JCK ;Y winnow F[ H t'MY %— i'EAiril11 EH C ^. fS Ni SEA T I'r. ' -- D HEIGHT J EXTERIOR FIN TYPE WINDOW FRAM ELEVATION VEEwED FROMEXTERIOR WINDOW WIDTM 1/ 4' MAX. SHIM SPACE PERIMETER CAULK BY OTHERS 1 8 SECTION B- B WOOD FRAMING BY OTHERS SHEATHING BY OTHERS INSTALLATION ANCHOR 18 SCREW CAULK BETWEEN WIMDOV FIN L SHEATHING EXTERN FINSSN BY OTHERS NOTES 1) SHIM AS REO'O. AT EACH INSTALLATION ANCHOR WITH LOAD BEAR24C SHIN. MAX. ALLOWABLE SHIN STACK TO BE 1/4'. 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063, 3) fNSTALLATON ANCHORS MUST BE OF SUFFICIENT LEN(MT TO ACHIEVE MIN. EMBEDMENT OF I' INTO WOOD FRAME. 4) USE SIUCONIZED ACRYUC CAULK FOR PERIMETER SEAL AROUND EXTERtOP. OF WINDOW FRAME. 5) USE SIUCOTaZED ACRYLIC CAULK BEHIND WINDOW FIN. 6) GLASS THICKNESS MAY vARY PER R£OUIREMENTS O: ASTM Ef300 CUSS CH;A.?- SINGLE GLAZING IS SHOWN. INSULATINC GLASS ALSO QUALIFIED. 7) GLOR0A EXTRUDERS 2000 SERIES FIXED PICTURE WINDOW IS SHOWN. THIS PRINT ALSO APPLIES, TO THE FLORIDA EXTRUDERS 1500 AND IOOC SERIES PICTURE WINDOW. 8) SPACE pcSTALLATION ANCHORS AT 6" MAX, FROM CORNERS AND MAX. 24' O.C. DESIGN PRESSURE CAPACITY OF INSTALLATIONS, WITH ANCHOR SPACING AS STATED, IS 70,0 PSF FOR ALL AvAJILABLE SIZES LIP TO 73 X 71- OR 63' X 95' OP. 119' X 37-3/6' MAX. 9) WINDOW UNIT CAN BE MULL-0 TO OTHER UNITS USING ALUMINUM TUESE MULLION. SEE MULLION INSTALLATION SrZSTS FOR= EOIREMENTS. FLORIDAEXTRUDERS I TERNATIONAL, INC SANFORD, FLORIDA riTLE, r_NSTA, L! T QND-TA.i! w/ #8 u00D SCRCu FIXED FIN Id ND7-'M — SF —'?ES 201DO \1000 PAWN! EY 33 1 APPROVED 3Y: ATE 1 / 1 3/1 = _-A 4 q DOOR WIDTH /4 MAX. SHIH SPAC- — ALLAilON AnY/UR SHIN AS RE'0'0 IMSTwllwitOM AtKiUk ...... Tv0 ET WOOD -8 SCREW SHIN AS RC' D8 SCREW. 7-!/8-Mtn -'BT OTHERS SHEATHING EMBEDMENT .. - .. Iva BY WOOD BY OTHERS CAULK BITvEIM BY OTHERS '+.-.....4. TWO BY WOOD SLIDING GLASSDOORFLANGEByOTHERSDOORFRAME CAULK- CAC >EivEEnI. SHEATHING JAMB NOOK STRIP L ... SWATHING y. CLA HOOK -STRIP SS DOOR .> M AS IWO SL[ : 1 s' a' < V4' MAX __ .<SEE;•MiTES).,..-.—%._ _...._.. t T '' K SHIN SPACE t I ry Ap :r0 ^ • . i s K a + T •^.: y---`-'--s ¢ fir}, t [ S • INSTALLATION JINCHOR - x i8 rs DMENTI-I/8' Mnlc t SCRT $ T r r EMBEDMENTTEMERED GLASS _ CMILK BETWEEN S7I) CCO c ETTP9 - -' r DOOR FLAMGE ORTTTG : SIBr y1^SHEAT SHEATH 4 AA BY rTWRSa SLIDING GLASSBOOR FRAME HEAD SWATHtMIG! PERIMETER " " - BY OTHERS CAULK By - OTHERS SHEATHING PERIMETER - ..,_. BT OTHERSCAULKBy - ! TEMPEREDGLASS.G t TEMPERED OTHERS Stucco ( iYP. M STUCCO - t OR SIDINGaiByGLASSQTP '; BTOTHERS __ SLIDING -GLASS DOH2 r t Y QT a C bR SIDING 7 RS ' 2 sw DOOR HEIGHT L r' = SECTION B- B R E 5 HOOK Sf'fRIP13ETAIL ADt L r II.t• _ ' 1 L ODOR NATERtALa ALUMMM ALLOT 6061 f i{: # ; a b 48 INSTALLATION SCREVS MUST DE 6 SMfFKENT LCN6TH TO ACHKvf NIl Ei OEbflMr * '°{{} OF _vVINTOWOO, TAPm+ TYPE INSTALLATION ANCHORS wt SILL MIST.fC a" Xd STifKKMT LENGTH TOACHKvEHINCMDCb0aOFI-1/4' Irt0 wW "'17 OI COEKI[ - b D6TALLATWN ANCNOR CHART CK RT ON BAOrTHISSNOT. - i ) W.. a Nii/„f. Q USE S1ACRYLICOAXl2E9 ACRYLIC COAX BEHIND ODOR FLwNFL AT MEAD L AAH# S1 KORZED ACRYLIC CAULK FOR PERIETER SEA. ARMNB USE SILEKtERIOR Or DOOR.----... 6T OFOT EKACt DOOR SIZE IS NOTLISTEDINANOtCMRT- USE ANdUUANTTrr LISTED VITN MEAT Ss _ SLIDING GLASS LARGER SIZE, FOR r, E APPROPRIATE DCSKn PRESSURE RCO'I + h FOR POCKET DOOR SIZES USECLOSESTWASSDOORSRCLCONFIFAAATIONTOFINISHEDV0091alDOOR I`RAW / B B PLACE INSTALLATION ANCHORS. IN FRONT Or MOOR STRIP AS SNOW - r .. SILL R fR GLASS )NN1CoCTS NAY vARY PER RCOURCGENTS OF ASTN CI300 CLASS CNARTS. 1 I ST DOOR VtT ISAPPROvCDUSI G TERPERCD CLASS to SINGLE GLAZED OR INSUTAJIL GLAsi p W AAND I SILL CObCRS ARE TO DE SCALED VITH A SMALL JOINT SEAR SEALER Ip SNDM AS RE&D. ATCASETOFWSTALATIONANCHOR& NAx. ALLOWABLE SNIM SIAC[ TO K V4•, Ib ALL 1NSTALLATIOR ANb6S MIST DE NAOC Or C"JUROSION RESISTANT NATEPIALS A -4 27N _f.RE •r R•OREPRESENTS FIxfD PANELAPPRvBG CO WARATIO. ARE LISTED ON "CORMA ERr ON DA]R Or 7HISHEET, S EXTERIOR E L E VA T I N 10 NOT ALL COWIGIRATIO. LISTED ABOVE ARE SNGVN ON TNIS DRAWING. mMvCR INSTALLATION SECTWW_ 'A -A'. 'a-9 L NOOK STRIP DETAIL APPLTD T INSTALLATION OF ALL APPROVED t S+ EHBEIRQN.t COFicARAraw- p 1- 1/4' MIN. NEIb FLO IDA Ext*uKRS I= SERIES SLIDUG GLASS DOORJS WIvM TNBS PRINT ALSO APPLIES TO .. 2 PAL DEEP SHOJN JIM SZWS AND xoSERIES. d A A o R0 DESCRIPTION ( DATE IN i jJ EXTRUDERS LIBERALLY NDER ` , I_ P ID A INT. INC. Eau.KtNG BINDER SILL \1_ , I SANF0.4D ' L. T 1 OR SET SN! LL IN BED mSlALLATi3 AHCIOR P TITLE: SLIDINGGLASS DI7t3R OF CONCRETE ?/IS' Ota. TAPCON SLMON A -A INS I fiLLF.TiQN WITH P8 SCREWS Do_ ViAi BY: H I APPROVED BY: 1 1 2D32 I ! rTF.: !2/17101 SCALE: NT; ID'MG #-iExw27 S A , G 1000 SJ-L I X 2 X 1/8 1000 S.H. 1 X 2 X 3/8 TVO BY _'WOOD DETAIL C IAMB (TYPE TUBE MULLION IAMB XTYPa TUBE MULLION BUCK -BY OTHERS - Jf B8 X l/2 SELF Be X 1/2 SELF i i/8• MILLr 4 M - r`-- y _.. TAPPING SMS TAPPDIG SMS ENBEDNENT _er n,: ' atilas r Trr y a,..y ..•.-., .. , T. g _}•;tail: _ iVEEHy3.•s2 31 8"7C"!1/2"SEl.f '`t= '`i s..•t s _ ^.^.r^ R ' '•. a. a.. »:w.-..r . F' {8 'X 1 1/2 $ELF_ _ L' r m c a• s . T TAPRifiG .:. tit s skiTAPPBG ,. cN Ta-A -z4 rt .y ECToN , a - r two SA I- X.27j7CL8 QC X iUB - AItE[ID ; E.S ..Z00D SH X 2:7/16 X:/81000STUBE:i,u l td t3i, - TUeE MULLION ` , . crYP _ - TO HEAD do 3iLL' JAMB CTYPa 1 _ ' i 'ASS B: 'dc -7'_ X Y 7/16" TUBE }AULE.IONSR£ 13 ISED t8 X'1/2 SELF -' z G 48 X 1/2 SELF TAPPINSMS x - _ '+ Va ALLATION ANCHOR - B8 X 1/2 SELF ' TAPPING SMS - TAPPING SMS DETAILS "SCALV ` A4.- SEALANT BETWEEN B8- X 1-1/2•SELF .._. VItO)(iW FLANGES " - t - SEALANT-BETWEEN.. SEALANT BETWEEN _TAPPUIG SMS: i MIOl.BON WINDOW FRAME WINDOW FRAME- =i- z a ntxLtan ttB= X' 1%2 SECT21' e8 X 1-1/2 SELF TAPPINGSMSf TA1L E vooc rceNc a ,' ; + . L 7APPDV4 ISMS` _ st rxlw p - SECTION A -A °l31 '. ,. SECTION A -A (4) r AUXILIKIII rl/1TE DR I ANCHORS 1 X4 X t/8 1 X 4 X 3/8 QrAS. F ADDITIONAL VFIEII REOU[RED) T TUBE MULLION B" 1TUBENULLia4 - • ` ' Q . VLO fl Xu1000 90rrfPJ .Mai B(TYPJ — x8 SELF TAl MSYP.) DETAIL B MULLION 68 X 1/2 SELF 48 X 1/2 SELF EL EVATX)N VIEWED FROM .EXTERIOR TAPPINGSMSTAPPINGSMSr FLORIDA EXTRUDERS `AT10NA" n c SANFORD, FfMA ZTrLE: SER. 1000/ 1500 FIN SHEET 1. OF 2 _ VERTICAL MULLION SECTIONS SEALANT scrW£eN SEALANT BETWEEN' EWINDOWFRaNSEEOTHER SIDE ( SHEET 2 OF 2) FOR L` s uUiIlr,,F2"' L MULLION i DESIGN PRESSURE CAPACITIES Te X t Diu" BY:MSH APPROVED BY- 1/2SELF49X1-1/2 SELF TAPPING Sns TAPPING SMS i-•rrrrnr. r • • /_-x CC/ -rjr 1 e /r-\ _ ._- • is in^, t...,.. ., ..+.. ..... r our r.. r ! r 1 X 2 X r• x 2 X 3/8 EY VJGs __ t7ETA.L IWO SR 'stf ii— TuB- K.LLMN i eiC EY Lti-ERS' T+J ML'LLiti. <T.ra r, j _ M _ETE a, AS. P3 ....._... -_ ... SELF*- s8 X 1/.2:Shf EY itrNT Q t BY, 7i,F S t TA?3ttiG L. ZPfFLYYt.+S a., ta::" --E. .. ... ..__ .. ... __...__•..,,y4- 1. i SFJu {wr rv+cx a MftNBC-S't t+ik r` i:li'JlLi?; Xd iC,f2a-.":"_.',•^c...--.-.^..,....;.,....,,,.:7 s. .,, ^: r^,-. r.- `•9f -3-!/G-Sii.F--Ny.,--,- _ ? + c, s... •-' .. '-••.'r.-7sBsrs/3-stA; :. su$c•s+ciuJaa, _- __z- ••i:= -. _ .w srAL1.rsau LrPu___J 5 CTJO A -A i23 _. _- - — - & t.,;t: (A PLIES'To HEAD E ECTi A- rti,tt. w — -- r' X c 7/15 %'.;E 1 X.2,71i5 % a/f t,iUSE Eys7U8E L,.I% lfliN. i - . _ . JAMP Rz t_ lPJlLi7>2 LPJ .? X T .#i SH JAME f "_ u+ts cTYPJ ' - DETAlL _ p x xs ugsrAt I ifIm A6 X lit SELF TRPr S ! 5,..rdozLn r TeiA Tir'7ING Sid a, 4 00 3.. t42 :XSETWEENI-++ SELr'SCALAm,rrS t 7 SE ui. SEMEN TAPPING SkSLt+d.Lllid- S rcTtaA! A—i U7iVV0GVFLANGE RECAST S=E7 Litti3Xi'1/2-SEtf kzS X !:2 SELF _ i TA?PDZCi SMS TAPPING SMS - :lX71 ft{t` pt..izr - TAIL E ; r SECTION A —A (s) SECTION r;-A (4; A . y1v, t: a wE I x x'I/t? , x ! r. 3/s i — ! O f%s? EG T>'tFL R'cOUil IU v' TUBE W-LION, TUBE tis_LIP1ti-O' z j. r FI,O TWO A A. E;o_ o S; I z e Uny:- io t _/ S K, MN 1 t Sr.S tiYF.i trTs;: F F-c x 1/72; SEi' F 1 MEWECFROM EXT_MOR PLC SMS - S" INTERNATIONAL ANC FLORIDAEXTRUDERSsANFoRD, noRwA' { iTMEOF 7a.s y SFt s• f=Y -\-Y 7 - ,' J . C.-^' F 7 _ \ ,..7. i ! 1../ l .r 1.iRA; ram_: ' - - i i— D - ^ i1R4W"1v_ / : flpEOVED 8Y: f PRODUCT CONTROL NOTICE Or ACCEPTANCE Premdor Entry Systems 911 E. Jeferson, P.O. Box 76 , Pittsburgh ,KS 66762 MIAMI-DADE COUNTY. FLORI METRO-DADE FLAGLER BUILDi BUILDINC CODE COMPLiANCE OFF MEnO-DADE Ct.AGI.rR WILD 140 wrx'r FLACILER S" IMCr, svnl=. 1 MIAMi, FLORIDA 33130.) 305) 375-2'3ti 1 FAX (305) 375.: G(WrItAcrolt LICENSING SECT 305) 375.2517 FAX (303) 373. cn4 rtt.%( rots r:'rattrrath:w r utvis 305) 373.29" FAX (305) 373. t ttouuc: r coN'ritoi. U ,i*,, 303) 375.2902 VXX (30)) 371. Your application for Notice of Acceptance (NOA) of., Entergy 6-8 S-w/E Inswing Glazed Double w/sidelites Residential Steal Door under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types Construction, and completely described herein, has been recommended for acceptance by the Miami-W4 County Building Code Compliance Office (BCCO) under'the conditions specified herein. This NOA shall not be valid after t11e expiration date stated below. BCCO reserves the right to secure product dr material at any time from a jobsite or manufacturer's plant for quality control testing. If 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 i determined by BCCO that this product or material fails to meet the requirements of the South Flor Building Cede. The expense of such testing will be incurred by the manufacturer. GV c'- ACCEPTANCE NO.: 01-0314.25 EXPIRES: 04/02/2000 flout tcoc rtSucz Chief Product Control Division THIS iS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CO`iDITiONS BUiLDING CODE & PRODUCT REVIEW CONIMITTEE This application for Product Approval has been reviewed by (lie BCCO and approved by the Buildi Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions forth above. APPROVED: 06,'05/200 i Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance 011ic Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED ; JUN 0 5 2001 EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE: SPL'CIFIC CONDITIONS L SCOPE 1.1 This renews the Notice of Acceptance No. 00-0321.27 which was issued on April 28, 2000 approves a residential insulated door, as described in Section 2 of this Notice of Accepta designed to comply -with. the South Florida Building Code (SFBC), 1994 Edition for Miami-[ County, for.the locations where the pressure requirements, as determined by SFBC Chapter 23 not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series Entcrgy 6-8 S-!V/E Insivinb Giazed Double 'Residential Insulated Steel Doors Sidelites- and its components shall. be constructed in strict compliance with the follo% documents: Drawing No 31-1028-EW-1, Sheets 1 through 6 of 6, titled "Premdor (Entcrgy Br. Double Door with Sidelites in Wood Frames with Bumper Threshold (inswing)," preparec manufacturer, dated 7/29/97 with revision C dated 01/11/00, bearing the Miami -Dade Col Product Control approval stamp with the Notice of Acceptance number and approval date byMiami -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. Single door units shall include all components described in the active leaf o this approval. 3.2 Unit shall be installed only at locations protected by a canopy or overhang such that the ang!e between the edge of canopy or overhang to sill is'less than 45 degrees. Unless unit is installed.ir non -habitable areas where (lie unit and the area arc designed to accept water infiltration. 4. INSTALLATION 4.1 The residential insulated steel door and its components shall be installed in strict compliance wit the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will require a hurrii protection system. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved 6. BUILDING PERMIT.REQUIRENIENTS 6.1 Application for building pernlit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly niarlced to show the components selected for the proposed installatio 6.1.3 Any other documents required by the Building Official or the South Florida Building Co SFBC) in order to properly evaluate the install on of this system. Manu 1 Icrcz, P.E. Product Co ro Exan: Product Control Division Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED EX kRES JUN 0 5 2001 April 02, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered tiller a renewal application has been fi and the original submitted documentation, including test supporting data, engineering documents, arc 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 inith submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the proddct or process shall automatically be cause for termination of (Iris Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fce) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. - Misuse of this Acceptance as an endorsement of any product, for sales, advertising or other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. if any portion of the Notice of Acceptance is displayed-, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. S. Failure to comply with any section of this Acceptance shall be cause for termination and removal Acceptance. 9. This Noticc of Acceptance consists of pages 1, 2 and this last page 3. END OF TH IS ACCEP' 'ANCE Manu Perez, P.E., Product Contr ram Produ 'ntrol Division Glazed Units COP-WL-MA0100-02 FIBERGLASS DOORS 6'8" Heiglht — Inswing X 1 2'0" 1 .. P-WL-MA0141-02r DCCOII.ir 02-0419. 08 Application Filed) 52.0 e./ NO 2' 6" 7 2'8" 2'1D" 3 3' 0" T Not Listed Not Listed 1 X0, OX, OXO I 1 I 1 1Masonite1 2'8" + 1'0" COP-WL- MA0143-02 Miami -Dade BCCO02-0419. 08 Application Filed) R•Rating 52.0 Impact:1 NO 2' 8.. + 1'2" 2'10" + 1'0" 2'10" + 1'2" 37 + 1' 0" TO" + 1. 2" 1'0" + 2'8" + 1'0" COP-WL- MA0144-02 02-0419. 08 Application Filed) 52.0 NO I I 1' 0" + 210" + 17 1'2" + 2T + 1'2" 1'0" + 2'8" + 1'0" 1'C" - TO" + 1'0" 17' + 2' 10" + 17" 1'2" + TO" + 1'2" 2'6" + 2'6" + 2'6" 2.8"+ 2.8"+2.8" 2'10" + 2'10" + 2'10" 3'0"+ TV+3'0" XX, DUO 2'8" + 2'8" COP-WL- MA0142-02 02.0419. 08 Application Filed) 52.0 NO 2'8" + 2'8" 2'10" + 2'10" TO" + TO" 2'6" + 2'8" + 2'6" + 2'6" 2'8" COP-WL- MA0145-02 02-0419. 08 Application Filed) 52.0 NO 2'8" + 2'8" + 2'8" 2'l0" + 2'l0" + 2'10" + 2'10" 3'0" + 3'0" + TO" + TO" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonitexcim) 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 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 OCCO protocol PA201. t 2028PA201". U Oa ft AR EK'" r.11rlr." ly Ir... 1 1'I011,N('.1.A ti 1. e:7'NY II0e1Ni N.n.T .. 14w11,"lnYy Doa, p C,, r R&41. 4CV4r11, Apt/ 79. M02 " o...rl ...r, nlr 0mr" me9 PFOW l Of r x"CI .Naornncro IN)In IptPIKAb i, ae+pn ma 9-004cl Masonite International Corporation C'MI'. 1"ecl to chxv .0" nlnKe. COP-WL-MA0100-02 FIBERGLASS DOORS Clued Units 6'8" Height — Outswing TV - 2'6" 02-0418.03 X 2'8" COP-WL•MA0161.02 (Application Filed) 55.0 NO 2'10" 3'0" 3'6" Not Listed Not listed X0, OX, OXO 2'8" + 1'0" COP-WL-MA0163.02 02-0418.03 Application filed) 55.0 NO 2 10" + 1'0" I 2'10" + 1 c" JT 37 + 17" 17 + 21" + 11 V COP-WL-MA0164-02 02-0418.03 Applicalion filed) 55.0 NO 1'0" + 210" + 1'0" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + I V' 1'0" + 3'0" + 1'0" 1'2" + 2'10" + 1'2" 2.6.:,2.6"_2.6" 2'8" + 2'8" + 2'e- 2' 1 C" + 2 10" + ^c'10" j 3'0" + 3'0" + 3-0- XX, OXXO 2'8' + 2'8" COP-WL-MA0162-02 02-0418.03 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-MA0165-02 02-0418.03 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 210" + 210" + 2'10" TO" + TO" + TO" + 3'0" Note: 1. Dccr a. rangements using fewer panels than wh3! is shown in the above chart also comply under the product approvals shown. 2. Assembly delails are available from the Masonhe 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 ASCS 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 OCCO protocol PA201. PA202 & PA203. a A,.. ` d c11 It .- .,n - .. l.dw.•elr t. o.n I .U.,w.:l A11-h, IAYY V00Rt r"..q.wNFA.f6 rn"}C. rv'+n• . • s N+ail. ?WZ 0-1ZO&w-VV"lamapocwr,oro.mvam>wesroecsCOMM.asirioSdDnr.n Masonite International Corporation. Glared Units COP-WL-MA0100-02 FIBERGLASS DOORS 8'0" Height — Inswing X Arrangement t X:,. OX, ^XO Singles (tvidlh) 27 Masonite International COP-WL-MA0146-02 Rliami-D 02-0423.01 Application Filed) 40.0 NO 216" 2'8" 2'10" TO' 3-6" Multiples! 2'8" + 1'0" Not Listed COP-WL-MA0148-02 Not Listed 02-0423.01 Application Filed) 40.0 NO 2'8' + 1'2" 2'10" + IV' 210" + 17 3'0" + 1'0" 1 3'0- + 1'2" 1 V' + 2'8" + 1'0" COP-WL-MA0149-02 02-0423.01 Application Filed) 40.0 NO i 2'10" + I 17 + 2'8" + 17" 1'0" + 2'8" + 1'0" 1'0" + TO" + IT" 1'2" +2'10" + 1'2" 1'2" + TO" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 21" + 2'8" 210" + 2'10' + 2'10" TO" + TO" XX, OXXO 2'8" + 2'8" COP-WL-MA0147-02 02-0423.01 Application Filed) 40.0 NO I E'8+ 2 !? ' 2'10' + 2`10" TO" + 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" + 2'10" + 210" + 2'10" TO" + TO" + TO" + 3'0" Notes: 1. Door arrangements using fewer panels char 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. lnstVa?ion ins±re,.tios are available from the Masonite International webshe (www.masonite.com) or from the technical center. Actu2: e^sign pressure requi;ament for a spaci`ic cuilding design d geographic beacon is determined by ASCE 7 (Minimum design loads for bui+dings and other structures). National, state or local ailloing codes specify the edition required, 5. Masonite International structural, cyclic, air, water, forced entry/or Impact testing is done In accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. Oakcraff MT1EK e".M .CASS Co cwrow. 4w Ga t:n,;.K TC'il`IQf We.un R.e1F/Ci1Cel :line! Spl: :::Ars. CtSgr :];v?:::1 Masonite International Corporation Glazed Units COP-WL-MAOIOO.02 FIBERGLASS DOORS 8'0" Height — Outswing Masonite Intern tiona 10RIM11 t., + 02-0423.03 COP-WL-MA0166-02 (Application Filed) X Singles (width) 2.0- 47.0 NO 2-6" 2'8" 2'10" TO" 3'6" Not Listed Not Listed Arrangement X0, OX, OXO Multiples ith) 2'8" + 1'0- Masonile internationalt COP-WL-MA0168-02 13CCO 02-0423.03 Application Filed) UP Rating 47.0 Impact Rated NO 2'8" + 17 2'10" + 1'D" 2'10" + 17 3'0" + 1'0" TO" + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0169-02 02-0423.03 Application Fled) 47.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 1'D" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 1'2" + 2'10" + 17 17" + 3'0" + 17 2'6" + TV + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + TO" + 37 XX, OXXO 2'8" + 2'8" COP-WL-MA0167-02 02-0423.03 Application Filed) 47.0 NO 2'8" + 2'8" 2'10" + 2'10" TO" + 3'0" 2'6" + 21" + 2'6" + 2'6" COP-WL-MA0170-02 02-0423.03 Application Filed) 47.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 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 6 geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201. PA202 8 PA203. 0 O akcxaff wwwJara.w fs w. wr•. AR K" 11Ml.MCLASS I:NTAY DOORS N—T•+•w•wF6w0-ww"eD— ri. 200t Masonite International CorporationOWcoma "W Wam o1 "Odua +womnmam mows wca"u . desyw W4 ao" deW s0elec110 ChWjt "hwwoW Opaque Units FIBERGLASS DOORS 6'8" Height — Inswing Arrangement 1 , 1.nite Internati1. 2'0" 2'6" X 2'8" COP-WL-MAO1O1-02 2'10" TO" 3'6" Not Listed d 01-1031.01 r 76.0 1 NO Not Listed Arrangement1 X0.OX, OXO i1th) 2'8" + 1'D" masonite international1 COP-WL-MAO103-02 6CC0• 02-0109.10 Application Filed) Rating 55.0 Impact•1 NO 2'8" + 17 2'10" + 1'0" 2'10" + IT 3'0" + 1'0" 3'0" + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MAO104-02 02-0109.10 Application Filed) 55.0 NO 1'D" + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 17 + 37 + 1'0" 1'2" + 2'10" + 1'2" 1'2" + TO" + 17" 2'6" + TV + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" Xx, OXXO 2'8" + 2'8" COP-WL-MAO102-02 02-0109.10 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" TV + 2'8" + 2'6" + TV COP-WL-MA0105-02 02-0109.10 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2T 2'10" + 2'10" + 2'10" + 210" 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 OCCO protocol PA2O1, PA2O2 & PA203. O akcraff M EK ' h'IMF.NCI.ASS e:NTNY DOOMS T+ww .WN"a•+/a— Ao'ari. 7007 Masonite International CorporationOacommwnpMowamOfpo0"a +npwemtm mates soec*ca $. asw" AN au0ua oNaa wMa a cea vt +snow nave COP-WL-MA0100.02 FIBERGLASS DOORS Opaque Units 6'8" Height — Outswing 2'0. r6" X 2'8" COP WL MA0121-02 01-1031.02 76.0 NO 2'10" 3'0" 3'6" Not Listed Not Listed — — X0, OX, OXO 1 , 2T.1.0. COP-WL-MA0123-02 r.l' BCGO 02-0109.09 Application Filed) O•ImpactRated 55.0 NO 2'8" + V 2'10" + 1'0" 2'10" + 17 3'0" + 1'0" 3'0" + 1'2" IV + 2'8" + 1'0" COP-WL-MA0124-02 02-0109.09 Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" IT + 2'8" + 1'2" 1'0" + 2'8" + 17 1'0" + 3'0" + 1'0" 1'2" + 2'10" + 1'2" 1'2" + 3'0" + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 3,0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0122-02 02-0109.09 Application Fled) 55.0 NO 2'8" + 2'8" 210" + 2'10" 3'0" + 3'0" TV + 2'8" + 2'6" + 2'6" COP-WL-MA0125-02 02-0109.09 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. 0 ARTEKr-Eaal.rrvslr l,emOakcraff W",.,1•slgl" IsalY.ta e1Re:RG1.ASS M.NTRr DOORS N .T.• rMWr 4-"0ssn au0"Nhr o.a.. ApEri.iWi Masonite International Corporationwcaam "oaWnm o, OF000 ;nmo+tm" Rakes %MciflcA, . asp. W aooucl alai suk,ta 40 Chao" wMW .once. Opaque Units r COP-WL-MA0100-02. FIBERGLASS DOORS 8'0" Height — Inswing X 2'0" 2'6" 2'8" COP-WL-MA0106-02 2'10" 3'0" 02-0109.08 Application Filed) 70.0 NO 3'6" Not Listed Not listed Arrangement X0.OX, OXO Multiples Ith) 2'8" + IT" masonite internationalr.r COP-WL-MA0108-02 r 02-0109.08 Application Filed) or, ME 55.0 NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 1'2" TO" + 1'0" 3'0" + 17 1'0" + 2'8" + 1'0" COP-WL-MA0109-02 02-0109.08 Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 17 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 1'2" + 2'10" + 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" 37 + 37 + 3'0" XX. OXXO 2.8" + 2.8" COP-WL-MA0107-02 02-0109.08 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + TO" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0110-02 02-0109.08 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + TO" + TO" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade OCCO protocol PA201, PA202 & PA203. Q Oakcraff AR EK" FI.C.C1,At< E.TKY 000.I 'a Tu.,na n,MrY" e""T o••.. fR F../ ri." b awa 79. t001 ... o..e.• 000., ow c"ftwv wop3m of Maw. wovemem makes soKftmnm. oespe am wows Masonite International Corporal on o suolKl tocsww With" nwe. FIBERGLASS DOORS Opaque Units 8'0" Height — Outswing i.1th) Masonite International1.1' COP-WL-MA0126-02 BCCO 02-0109.07 Application Filed) I• Rating1 70.0 1 NO 1•. X 2'0" 21" 2'8" 2'10" 3'0" 3'6" Not Listed Not Listed Arrangement1 X0, OX, OXO 1th) 2'8" + 1'0" Alasonite InternationalI. COP-WL-MA0128-02 1` Bcco 02-0109.07 Application Fled) UP Rating 55.0 1 M. NO 2,8" + 1'2" 2'10" + 1'0" 2'10" + 1'2" TO" + 1'0" 3'0" + 17 1'0" + 2'8" + 1'0" COP-WL-MA0129-02 02-0109.07 Application Fled) 55.0 NO 1'0" + 2'10" + 17 1'2" + 2'8" + 17 1'0" + 2'8" + IT 1'0" + 3'0" + 17 17 + 2'10" + 1'2" 1'2" + TO" + 12" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" TO" + 3'0" + TO" XX, OXXO 2'8" 2'8" COP-WL-MA0127-02 02-0109.07 Application Fled) 55.0 NO 2'8" + 21" 2'10" + 2'10" 3'0" + TO" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0130-02 02-0109.07 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 210" + 2'10" + 2'10" 3'0" + TO" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design 6 geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade 8CCO protocol PA201. PA202 & PA203. 13 Oakcraff AR4EK'" [•.l"..•ele 1.om FIMI:NCL.1[\ e.'N'1'NY nOOYIsLA,% kY0 w".A..".eswll.0 Ew.Oew. rllC/YI../. fir." A w O.e ,r oee.• A014 29.2002 Ow canlNl "ao9lam a modoa .nworaneln makes sDKACA M. aes.9n oW aoa"n Masonite international Corporation oelae$.*o" cawl9e with" mice. X Unit UNIT 8'0" UNIT 15116' 17-1/8' MAXIMUM ON CENTER TYP. 6 per vertical framing member 2 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. Width of door unit plus 1/2" Height of door unit plus 1/4" MID-WL-MA0001.02 SINGLE DOOR Latching Hardware: Compliance requires that GRADE 3 or better (ANSUBHMA A156.2) cylindrical and deadlock hardware be installed. UNITS COVERED BY COP DOCUMENT 3146 or 3166 Compliance requires that 8" GRADE 1 (ANSUBHMA 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 x8 and 010 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. 0 PREM r,1i ADM 29, 2002 0••• •r o•••• Ow coffl~q pMram of WOW•"Mow:meM makes SOKAKaao•s. Masonit! International Corporation Or$," a"d W OduC1 dMd SWIjKr 10 C"bpe wAt*W Mi" XO or OX Unit MID-M-MA0003-02 SINGLE DOOR WITH 1 SIDELITE s' s• CL TYP TYP. TYP. TYP. UNIT 8'V UNIT 15116' 17-1/8' MAXIMUM ON CENTER TYP. Minimum Fastener Count 6 per vertical framing member 7 per horizontal framing member Hinge and strike plates require Iwo 2-1/2" long screws per location. Rough- 1 t Opening • i Width of door unit plus 1/2" Height of door unit plus 1/4" Latching Hardware: Compliance requires that GRADE 3 or better (ANSUBHMA A156.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include #8 and I10 wood screws or 3M6'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. 0 Ap,dt9 ;TJY Masonite International Corpora ion Qn w•a -o•o.a",r.w makes suttncn n». Oesgn me Yocv , *cud 3" KV to cna%e "d,row , i" MiD-WL-MA0004-02 Unit SINGLE DOOR WITH 2 SI DELITES 6- TYP. 6'8" UNIT Vr UNIT 13.15/16' 17-1/8' MAXIMUM ON CENTER TYP. Minimum 6 per vertical framing member 11 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. 1 1 11' 1 '1 Width of door unit plus 1/2" Height of door unit plus 1/4" Latching Hardware: Compliance requires that GRADE 3 or better (ANSVBHMA A156.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include 08 and #10 wood screws or 3116" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NOS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and EICO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. 0 IHI-Pear Lum APA29,2002 Masonite International Corporation W e -1-10 3-w"n 0 ww. ' .".:,,•ramwm "Wcs S4el.M1Ci14..'. MID-WL-MA0005-02 Unit I DOUBLE DOOR WITH 2 SIDELITES u CL TYP TYP. 7 TYP. TYP. II 11 1 I1 11 1 It It t TYI 6'8' r13- f t f f f t f 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 8'8- UNIT 5/16- 17.1/8- MAXIMUM ON CENTER TYP. f f f Rough Opening (RO) 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 (ANSVBHMA At56.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. fasteners analyzed for this unit include M8 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF 6 PA NOS for southern pine lumber with a side member thickness of 1.1 /4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. 0 April 29.2002 Maaonite International Corporation Ow COM• VoR 010wom 01 podka •nplpr erd xukts SOtcd.calons. desgn 4" 1.0ducs dew %bwcl 10 [Node "h" wKe XX Glazed Inswing Unit COP-WL-MA0142.02 FIBERGLASS DOORS APPROVED ARRANGEMENT: Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 68". r Double Door Madmurn unit We . 6V x 61- Design Pressure 52.0/-52.0 Umhed 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 ouildinq design and geographic location is determined by ASCE 7-national, state or local budding 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: n0 as na 00 00 B ries 13o0 100 Series 133. 135 Series Series $22 Series 1/ 2 GLASS: 0 OD n ° n 00 00 Oo 00 00 00 105 series 106.160 Series' 129 Series' 12 RIL, 23 NIL, 24 IUL 107 Series' 106 Series 304 Series series' Thfs glass lut may also be usea in the following door stye: Eyebrow 5-paid with scroll Oaf AR EK- HULNe AS 9S 1•I•IPe:LA5S L'Nl'NV U(MXt ab.•T.rNiiNraY"fMry Dean PREMOaA/fin a • Apra 29.2002 Masonite International Corporation ow com+rr" 0,Wam of oroeucs -yo.emea makes speGrKatoM. eesgn ark aoeua deue awna b charge mOW naee XX Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: as 00 e0e Serbs e10 series 109 Series 11{, 120.172 152 Series N9 Series 300 Series Serbs 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). lt'f as &X 5 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 O akgaff WuoJ•rr.,u ARkEWC• 1.1YLNCLAI.\ I:N 1'N1' Ill )IIN 1'b. T..YwN rr..Nu[M.r Oo«, a April 29.2002 Masonite international Corporationourcomft" erov.. 01MOW — rme."d mrses 511t%1licowts, design andwodw drtail s00N45 to rnr ee "tw "Ke. XO or OX Glazed Inswing Unit APPROVED ARRANGEMENT: 0 0 COP-WL-MA0143-02 FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Single Door with 1 Sidelite Maximum unit size - 6'0- x 6'8- Design Pressure 52.0/-52.0 Limited water utdess special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific budding design and geographic location Is determined by ASCE 7-national, state or local building codes specify the edition 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: Q aooam no ao 0o 0o 00 10 ao 100 Series 133.135 series 136Series 922 Series 1/2 GLASS: n 00 00 ° M ao 0o ao an ao an 105 Series 106,160 Series' 129 Series' 12 RIL. 23 R/L. 2e R/L 107 Series, 108 series 304 Series Series' This glass an may also oe used in the lollowitlg door style: Eyeolow 5-panel with SCto11 Oak$;raft w••411[f SI 1 AR 4 EK'- fla....1,1•am a1 C><141r 1`l.l.'-;LA, l Lit, I.N Ulfllll\ NafTt.4M y fONfYu t•4•T doo.• tay)r tylA' i% /1,/J d Aprd29.2002 Masonite International Corporation 041 col4ut.•1•y moaal4 N WOW 101o1o• e' "' des sltttaKalgOs. Ots.a. 1-10I..1[l eCUtl s•r4K:lIC crtaObt w41gW Ml•Ce XO or OX Glazed Inswing Unit . COP-WL-MA0143-02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: on na 404 Series 410 Series 109 Series 114. 120, 122 152 Series 1e9 Series 300 Series Series APPROVED SIDELITE STYLES: 129 Series 200 Series Mt. 12L, 23FL 23L. e50 Series 152 Series 149 Series 109 Series 120.122 Series 300 Series 2411, 24L Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, P,E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR 4 EK" e..,.,...r.... r `IUO MI: R+US t: N'eMl l),IU„5 tMwh.-roa F—#U"I.—Dos. PREM0ya'7 — b Apr,129.2002 Masonite International Corporation Ow ca,no"rppoe,amor -.alto maaemaw makes SacitKAOAS. etsgo me 0100MI w7es,;,en to crwpt.mao„r route OX0 Glazed Inswing Unit COP-WL-MA0144.02 FIBERGLASS DOORS APPROVED ARRANGEMENT: Note: Units of other sizes are covered by this report as long as the panels used do not exceed 37 x 6'8". Single Door with 2 Sidelites Maximum unit size - 9'0' x6'8" Design Pressure 52.0/-52.0 Limited wafer unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistard requirements lot a specific building design and geographic location is determined by ASCE 7-rational. state or local building codes specity 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: a0 ao don as 00 00 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: 00 00 0 ° n 00 00 00 00 00 00 105 series 106.160 Series' 129 Series' 12 RA., 23 R/L. 24 RrL 107 series' 108 Series 30e Series Series' This glass kit may also be used in The following door style: Eyebrow 5-panel wilh scroll. U OOak,raff Tc.le•e.r AR k EK- f..ler..a 1•em w,....r. 11.CX1;LAS\ L'W'r"1' Ul)/)N.l Ww.F..••.I:MpvfwrOsen Avid 29.2002 O,•e r eee•• Masonite International Corporation0.1 cor•al-0 —Want al W W o -W.tWM mxes slKCOK44q"s. des•brr00 rhea da" fubitti to0~ wNeout "a•ce. oxo Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: na ao 404 Series e10 series 109 series 11, 120, 122 152 Series N9 Series 300 series series APPROVED SIDELITE STYLES: 129 Series 200 Series 12R. M 23A. 23L. 450 Series 152 Series 1e9 Series 109 Series 120, 122 Series 300 Series 20R. gel 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: 11 TESTED IN ACCORDANCE WITH MIAMI-DADE 6CCO 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 IKurt8althazor, P.E. — License Number 56533 Oak raft AR k EK" ,..T FOUCMe,l ASS VNIkV UUt)NS of Apt029.20M Masonite International Corporationthisro^a^uee WWam or aoaua MWOMm:m mares $Wd";ons. dcspn and 010" dead SYelM 40 ceanee •WW nonce. oxxo Glazed Inswing Unit APPROVED ARRANGEMENT: COP-WL-MA0145-02 FIBERGLASS DOORS a' 4t ., O 40, yet 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 Madmum unit site - 12'0- x 6T Design Pressure 52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific budding design and geographic location Is determined by ASCE 7-national, state or focal 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: 0o aa ao 00 0o 0 oo 100 Series 133. 135 Series 136 Series 922 Series 1/2 GLASS: n F1 00 00 11 0o 0o 00 00 0o 00 105 Stiles 106.160 Series• 129 series, 12 R/L 23 RIL, 24 R/L 107 Series106 Series 30e Series Series' rhis glass lit nay also be used in the following door style: Eyebrow 5-panel with scroll Oak Taff AR 4 EK'- F1QUk< LA%S ENY'N\' DOOR% NWa..—f Wwtf.0 tmrr Dow, PREM April 29.2002 Masonite International Corporation OW ton-wa,p o,oplam of plodocr anpottmem milts SWIIK'NOM, deUga aM VIOMO detai WWI W CA", —&A Mott. OXX0 Glazed Inswing Unit COP-WL-MA0145.02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: a ao 00 e0e Series 410 Series logSeries 111, 120,122 152 Series T49 Series 300 Serries series APPROVED SIDELITE STYLES: 1 129 Series 200 Series 12R. 12L, 23R, 23L. 450 Series 152 Its 149 Series 109 Series 120. 122 Series 300 Series 24R, 24L Serbs CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTEDIN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer IKurtBalthazor, P.E. — License Number 56533 Oak raft ARTEK I-l"t.4:LANS U41— 1141%)"N elw•.n/.Orarel,ubNlOea. //a CC..''ryya• A Apnt2g.2002 Ow r 0-- Masonite International Corporation ow CWWV" cwww W pdioa -neleelll w MllesMCSd"M $, *Sign and Oledun delaa suoiesl to 0.*A a W00,A lftte. XX Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 87. Double Door ma ritum unit size . 6'0- a 8'0- Design Pressure 40.0/-40.0 Umtkd water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant repuirements 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-MA0002-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: as as 822 Series 1/2 GLASS: n 1:1 as 40e Series 108 Series U Oakcraff IKn.I ARkEK" r.,1.1..1.,.•- W.1 1 tfa1" YI<+1 flat Kfk.ASS LNIKV UUUKS 0— ow er o.•n Apre 29.2002 Masonite International Corporation 0w cm'..Oc;Nora., of mod'"-2,0.0"M Maks SWdiCA*.S. derv. a11a 0ro0001 dn.A $ 0KK110 CtWW . ahmWtt. XX 1 . 1 1 Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 0 10 Series 052 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 6CCO 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 IKurtBalthazor, P.E. — License Number 56533 Oak raft AREK" w..nd- rain ..I.lan Apra 29, 2002 ow CW*ft" wcalam of woa a Mwwen"M mares ""ficsons. 0"'ram VOW" eeOd fueled 00Chills! WOW IIwKe e61r„ivt1, IIaT Masonite International Corporation XO or OX t Glazed Inswing Unit 1 APPROVED ARRANGEMENT. 0 UV 810" FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Single Door with 1 Sidelite M aidmum unit size . 67 x 8'0' Design Pressure 40.0/-40.0 United water unless special linstold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant requhements lot a specific building design and geographic toealion is determined by ASCE 7-national. stateor 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: ao ao 922 Series 1/2 GLASS: n a 00 e0e series too sales Oakcraff AR EK" Or• . o.e Apo129 2002 Masonite International Corporation ow coM.IN..11a o.oelaol of p.00uQ .Nwo,"A"A makes spWAawm. des.wl MAY woducl dlu+ WWW W C", -An" .N14c XO or OX I I ; 1 Glazed Inswing Unit 1 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 810 Series 700 Series APPROVED SIDELITE STYLES: r e50 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oakoraff AR4EK" I.T 1'IONMriLAt\ I:H7'N 1' Ulri/N[ HOr..h MMrM a.ntmn Dew. r,. MA' 1 1 i Or• r Ora April 29, 2002 Masonite International Corporation ow commuup eroonm or ofofuo ntwov em makes sow'K~%. dew sna o'"It feud suolect to C"t wnnoa .alae. OXO r, t I f e ,I Glazed Inswing Unit r 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Single Door with 2 Sidelites Matdtrxtm uM 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 re0fernents lot aspecific building design and geographk location is determined by ASCE ?-national. state or"building codes specity the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have beeil 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: a 00 e04 Series 108 Series Oacc aff AR4EK. f..l....1, l..- Vr111;Nr:lA%N LN'1'N1' 1)1/nN\ ebn•i•.nN FO.rrY"f..v, Os.n • April 29.2002 Masonite International Corporation Our foixnw"e o'oe.3"1 alr9oAl .rlytovtnwm inAkes SIKKd"-o"S. deW snd Plod -At drug UWl to c"mee wmaw nOke. OXO 1 1 , , , Glazed Inswing Unit 1 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 810 Series 300Series APPROVED SIDELITE STYLES: k 450 Series $52 Serbs 010Series 300 Serbs CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31132" 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-DADS BCCO PA202 COMPANY NAME CITY.: ITY, 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 Oal raft AR-4 EK'" FIBERGLASS LN'rUY DOORSro.%%.. 6.10 r April 29.2002 ow cwaftli-o wows. a1 prod.0 M VrO+NMM Maaes specdcMio s. Ono am prod.0 deud Suekn 10 0"t WOM fteW Oee rOee•, Masonite International Corporation OXX0 Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT. O O Double Door with 2 Sidelites fataArnum unit size -12'0' x 8'0' Design Pressure 40.0/-40.0 limited water unless special threshold design is used. Note: Units of other sizes are covered by this report as long as the panels used do not exceed 37 x 8'0". Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for aspecific budding design and geograp* location Is determined by ASCE 7-mionai. state or local building codes spedly 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 822series n a g0 404 Series 108 Series Oakcraft AR EK r'rBUM;LANS LNTkV 0009S e•o„.li.e,rN tanrr,.a 1—, 0— April 29. 2002 Masonite International Corporation 0., C-h..nq a„era. W e,od.cl .no,oremtrd mitet$ soecd:car*-$s desj- a„e 0190u0 dew Iverea W sr,Met "Mh A WI e. OXX0 Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: f a10 Series 300 Series APPROVED SIDELITE STYLES: 450 Series $52 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 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). IW"4kpWr State of Florida, Professional Engineer IKurtBalthazor, P.E. — License Number 56533 Oakraraft AR EK" r..,.:..,...oT 1'ItlB tl<il •\[X t.'wl'N \' D. NlwS wn.r...n.erwM.ubw Deon r-V1q a d Apu29.2002 Masonite International Corporation ow com-" warw a a wa _ W.'MMM - Nka swificma..s. OesN^ and www 4010 $.bfw 10 Or." wdh" wtt XX Glazed Outswing Unit APPROVED ARRANGEMENT: 4 O FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 61". Double Door Madmum unit size a 6,0- a 6'8' Design Pressure 55.0/-55.0 Wilted water uraess special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impacl reslsuM repulrom nis for aspecific building design and geographic location is dctermined by ASCE 7-national. slate or local building codes spedythe editionrequired. 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: OXII 00 00 n DO ao 00 oo 100 Series 133. 135 Series 136 Series $22 Series 1/2 GLASS: ao ao 00 00 ao 00 105 Series 106. 160 Series' 129 series• 121tA., 23 fill. 24 RA. 107 series' 108 Series 30e Series series• This glass kit may also be used in the loflowing door style: Eyebrow 5-Panel with scroll Oak raft ART EK . 1'41MRGIn SS LNIrklUr14"S klm Ta•aweU rawp.o f.vr Goon Ove.. a teen April29, 2002 Masonite International Corporation flow cdnt—no d,WW or W oouclo"2.0vemenl makes soeaKato"s. design aro Moovo oeuo srwecl w C.&W wa000l rope XX Glazed Outswing Unit APPROVED DOOR STYLES: 3/4 GLASS: aUV nn an 40e series 410 Series CERTIFIED TEST REPORTS: COP-WL-MA0162.02 FIBERGLASS DOORS FULL GLASS: t. 0' 109 Series 114,120,122 152 Series 149 Series 300 Series series 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). 4f / &EX 5_ State of Florida, Professional Engineer Kurt Balthazor. P.E. — License Number 56533 Oakcraff ARk_EK'- I` IU1:"l:LA,S.1 W. Nr"1 ,UUtl"\ I —,Ds /r))//))rr..MA' J Or. rO...• ApvA29. 2002 Masonite International Corporation Owc"j,.wOo e,oenm OI wOOuCt +ttMoelOteM mrin ttesgn i d p,.d t om" s.Nw to twoe "ntwot wk, MCOP-WL-MA0167-02 Glazed Outswing Unit 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door Maximum unit size . 6'0- x 8'0' Design Pressure 47.0/-47.0 Unified water unless special threshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actualdesign pressure and impact resistant requirements for a specific buildingdesign and geographiclocation is determined by ASCE 7-national. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0012-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: 0 oa e0e Series am oa ao 822 Series 108 Series 0 Oakcraff AR 4 EK" r.o.....arnor.. Y ULRCLASS LN'rN\',DOOKS N.w.War.a Floe." e.-O.on Aprd 29. 2002 Ow C.-WNp 1"Oram a oruou ^Wo.emen roues$WdKM*As. orw p" po", MdiOnite International Corporation Cow SWReI to C"e ."mow "once e 3/4' X 1-1/2' X 13GAGE MIN. 2" GALV. STEEL GALV. STEEL HORIZONTAL ANGLE HORIZONTAL TRACK 16 GAGE OR 13 GAGE BASED ON THE WEIGHT OF THE DOOR.-- 1313 GAGE MN. GALV, STEEL TRACK SPLICE OR FLAG BRACKET. FASTEN TO WOOD JAMB WITH 5/1C X 1-1/21AG SCREWS. -- OPENING HEIGHT NOT OVER DOOR HEIGHT) 1WX7' (4 BRACKETS) 9'X7' (3 BRACKETS)5" FOR 16' X 7' USE 1/4' X 3/4' — HEX HEAD SELF DRILLING SCREW 2' 16 GAGE GALV. STEEL VERTICAL TRACK BOLTED TO TRACK BRACKETS WITH 1/4"-20 X 5/8' TRACK BOLTS. 63' (16' X 7') r-1/4' X 1/2' LONG 16GA. GALV, STEEL CARK(2 TOP BRACKET WITH 14GA. ROLLER HOLDER WITH 2 FASTENERS. 4" LONG HEX HEAD SELF SCREWS. DVERTICAL STILE) 42'(16' X 77 54'(9' X 7') 3/4' POLYSTYRENE INSULATION STANDARD FOR MODEL 7i 16- X T) 9' X 7') 19-1/2% 21.OR 24' HIGH PANE. GALV. AND PREPAINTED STEEL 26 GAGE FOR ALL 16' X 7' DOOR 2' ROLLER WITH 7/16' DIA. LONG STEM_ TIRE: STEEL 10 BALL 8' AND 9' WOE DOORS 2' ROLLER WITH 7/16" DA. SHORT STEM. TIRE: STEEL 7 BALL 14 GAGE GALV. STEEL END HINGE ATTACHED WITH (4) OR 5) SCREWS. SEE DETAIL C. LONG HEX HEAD SELF DRILLING SCREWS. 2 PER VERTICAL STILE) I. 7 a' a a 71:i1 AN Iir7irm—mltil SEE DETAIL C 4"X 16" AIR VENTS 4) REQ'D. 120 SQ. 114. MIN. TOTAL OPEN AREA) OPTIONAL., OPTIONAL SSS GLASS 3" 20CA WIDE SEE DETAIL A) 4"X 16' AIR VENTS 2) REQ'D. 60 SO. IN. MIN. TOTAL OPEN AREA) ALTERNATE USING (2) r DOUBLE CAR) ALTERNATE CONSTRUCTION USING (2) STRUTS. 20 GAGE END CAP c-20 GAGE END STILES MODELS EXCEPT Z" 20 GAGE END STILES - FASTENED 24 GAGE MODEL WITH TOG-L-LOCS TO PANEL 750 USE END CAP OVER END STILES. 1-3 8 POLYSTYRENE INSULATION 0SEEDETAILC OPTIONAL FOR MOD. 724 AND 730® 0 Q.' 13 GAGE GALV. STEEL BOTr MI BRACKET 0 • IATTACHEDWITH2FASTENERS 2' BOTTOM SCREW CAN BE ABOVE OR BELOW ROLLER. Zilso GAGE GALV. STEEL CENTER HINGE 20 GAGE GALV. STEEL LH. CENTER STILE GAGE GALV. STEEL TRACK BRACKETS. SEE ABOVE DETAIL CFORAELX RI DOOR USE ONEFORSPACING. FASTEN TO WOOD JAMBS WITH 5J16' X 1-1/2- LAG SCREWS. PREPARATION of JAMBS BY OTHERS. / SECTION A —A 0 THROUGH TOP , END SECTION B-8 STILE. CAP AND Rak TYP, 6 PLACES, V AID USE LONG STEM ROLLERS. P.S.F. DOOR SIZE DESIGN PRESSURE TEST RE WOTH HEIGHT POSITIVE NEGA POSITIVE GATNE 8 -0 7 -0 32.8 37A 49.2 9 - 7 -0 29.1 3321 43.7 16 -0 -0 23.8 26.3 35.4 -395 NOTE: ALL NON -DESCRIPTIVE FASTENERS SHOWN TO BE 1/4'-20 X 5/B' NO( BOLTS & NUTS OR 1/4' X 1/2' LONG HEX HEAD SHEET METAL SCREWS. w rr? G 2422 3/5/02 KDD WILLIAM T. JIDEMANN ` " DOORS SHOWN ON THIS DRAWING HAVE BEEN DEMONSTRATED TO WITHSTAND THE PRESSURES Cons0lti0g Stroctural ERgils ellLISTEDINTHETABLEABOVE. SBC ASSUMPTIONS: 100 MPH, 15' ROOF HEIGHT, ROOF = tPITCH > 10', DOOR FULLY IN END ZONE. FBC ASSUMPTIONS: 120 MPH. EXPOSURE "87. 1140 Anderson Street ' HEIGHT. 30' ROOF HET. ROOF PITCH > 10•. 2' OF DOOR IN END ZONE Clernwnt, FL 34711 AN ARCHITECT OR STRUCTURAL ENGINEER MUST DETERMINE W THE DOOR IS SUITABLE FOR (352) 242. 0100 OTHER LOCATIONS. DOORS SMALLER THAN THOSE SHOWN WILL WITHSTAND THE INCREASED SW PRESSURE LOADS, GIVEN TW SAME CONDITIONS. THE INCREASE IN DOOR STRENGTH IS GREATER THAN THE NOTE: GLAZING DOES NOT SATISFY IMPACT NCREASE IN PRESSURE AS THE DOOR SZE IS MADE NARROWER OR SHdRTER. DEBRIS REQUIREMENTS IN FW I F 2413 1 /25/02 E 2137 2/9/00 D 1724 6/24/97 C 1549A B 1549 A 1449 1366 11-01-94) SCATES REV. E.C.N. DATE APPROL SINGLE CAR) 1 CENTER 511LES & CENTER HINGES (1 COLUMN) f k" f.x5 3' 1 2.75' --) DETAIL A 3" 20GA WIDE STRUT 3" IWA WIDE STRUT LOCK P.O. BOX 13f358 j Dyam{ MAUMELLE, AR. y1 81`1f11 SOR R 72113 501) 562-187 wv;W 724, 426, 730, 735, 750, 550 DWG. WAS PART NAME: 101993-8, 9 WINDLOAD FOR SBC RESIDENTIAL 100 01507. STEEL DOOR MPH, FBCTOLERANCE 120 MPH EXPOSURE "$" FRAC.t1/64DEC. t .015 NEXT LEVEL DATE: DWG. NQ, ANG. t V PLOT SCALE 9/14/94 DRN. I 99-B-r% sF NONE 1=1 GDR SHEET 1 OF 3 OPENING HEIGHT NOT OVER DOOHEIGHT) 13 GAGE MIN. GALV. STEEL TRACK SPLICE OR FLAG BRACKET. o FASTEN TO WOOD JAMB WITH 5/16` X 1-1/2' LAG SCREWS. FOR 18'X7' TT2' GALV. STEEL & 18' X 8' USE VERTICAL TRACK 1/4' X 3/4' 13GA. (ISX76Gk ( I '. oLIING°SCRE LF DETAIL D 18' X8j 42' 1= 33' ( 18' X 39"( 1WX8' 39' ( 9' X B.) 21'( 18'X7 24" 16' X 8' 24' ( 16' X 8' 724: 24 (10. 15" ( IS- X 71 15' ( 18. X 8') 63' ( 18' X 7') 72 ( 16W) ' X 72' ( 16` % B' 72' (10' X 8') 54' (18' X 7') 63" 18' X B 63' 9' X a.) X X X X 3/ 4" POLYSTYF INSULATION STANDARD FOR MODEL 735-% 19-1/ 2'. 21" OR 24" HIGH PANEL GALV. X 1/ 2" LONG 'XB' USE FOUR FOR 16 AGE BOLTkNUTFASTENERS16 GALV. STEEL ON 9'X8'. TOPBRACKET WITH 14Gk ROLLER HOLDER WITH 2 FASTENERS. FOR 18' X7' g 18'X8' SEE TOP BRACKET ON PAGE 3 USE TWO EXTRA 16' X 8' & 10' X 8' DOOR SELF DRUM 2" ROLLER WITH 7/16' SCREWS THROUG00 DIA. LONG STEM. TOP AND 80TTOM TIRE: STEEL 10 BALL LEAF OF HINGE IS' X 7' & 18' X 8' DOOR AND END STILE. 2' HURRICANE ROLLER ON 16'X8, 18'X7' LH. WITH 7/ 16' DU. k 18'XB'. LONG STEM. RAILS 8 STRUTS - 3' 18GA WIDE SEE DETAIL A) LOCK OPTIONAL SEE DETAIL C USE ONE EXTRA SELF DRILLING SCREW THROUGH TOP LEAF OF HINGE ON 10'X8'. TIRE: STEEL 10 BALL 9' X 8': 10'X 8' 2OGA. END CAP, NO RIVETS. 9'X8' 2" ROLLER WITH T6' X 8': 16GA. END CAP & RIVETS. 7/16" DUI. SHORT STEM. 18' X 7' do I8' X 8': 13GA. END CAP do RIVETS. 14 GAGE GALV. STEEL i ,- RAIL ENO HINGEATTACHEDWITH4, 5. OR 6 SCREWS. SEE DETAIL C. C 16X8' & IS' X8' DETAIL C POP RIVET TOP AND BOTTOM OF ENDCAP TO END STILE GAS 6 STRUTS - 3" 18GA WIDE SEE DETAIL A) LOCK OPTIONAL-- 5• 9' X 8' 3 BRACKETS 16' X 8' 4 4 BRACKETS) AND PRE- PAINTED STEEL 2• GALVANIZED STEEL STRUT. OPTIONAL SSB GLASS ATTACHED WITH1/4' X 3/4' 109 X8' BRACKETS 18' X 7' 7 BRACKETS) 26 GA ALL LONG HEX HEAD SELF 18' X8' 7 BRACKETS MODELS EXCEPT DRILLING SCREWS. 20 GAGE END STILES -FASTENED 750GA MODEL 2 PER VERTICAL STILE) 4 STRUTS WITH TOG-L-LOCS TO PANEL USE END CAP OVER END STILES. 1-3//8" POLYSTYRENE 3' 20GA WIDE DETAIL A) SEE DETAILC) INSULATION OPTIONAL SEE FOR MOD. 724 & 730. 4"X 16' AIR VENTS 16"REOA13GA. GALV. STEEL2) D. g BOTTOM BRACKET V460SQ. IN. MIN. FAA (ACHED •XS'), FASTENER$ (18'X7' TOTAL OPEN AREA) OPTIONAL 18'X87. SECTION B-B 2 FASTENERS (9'XS') IS GAGE GALV. STEEL CENTER MNGE AND (IWX87. ATTACHED WITH 4 FASTENERS. SECTION A -A 20 GAGE GALV. STEEL CENi£R STp E ATOP Wt WITH TOG-L-LAC OR POP RIVETS - 1,25' 10 GAGE GALV. STEEL TRACK BRACKETS. SEE ABOVE FOR QUANTITY AND SPACING. FASTEN 78 WOOD JAMBS WITH 5/1V X 1-1/2' LAG SCREWS. PREPARATION OF JAMBS BY OTHERS. 3" P.S.. TABLEDOORSIZEP TEST PRESSURE WIDTH HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE 0' 8'-0' 25.5 20.1 36.2 U7 10 -0 8'- 0 33.0 36.9 49.6 55.3 1 -0' 8'- 0' 24.3 27.3 36.6 41.1 1S'-0' 8'- O' 27.3 30.7 41.0 46.0 I8'-•O' r- O' 27.3 30.7 41.0 46.0 r a. • , SEE DETAILC- 4'X 46' AIR VENTS 4) REQ'D. 120 SQ. IN. MIN. TOTAL OPEN AREA) OPTIONAL ALTERNATE 2) CONSTRUCTION BSINGLE CAR) OPTIONAL 4) REWD. OPTONAL.. 120 SG. M. MIN. TOTAL OPEN AREA) OPTIONAL SSS GLASS 16' (DOUBLE CAR) Kai CENTER STILE COLUMNS CENTER HINGES (5) COLUMNS ALTERNATE CONSTRUCTION USING ( 2) STRUTSr7 a B STILES (51 COLUMNS HINGES '(3) COLUMNS 4'X 16' AIR VENTS 2) REQ'D. B g 60 SO. fN. MIN. TOTAL OPEN AREA) OPTIONAL- NOTE ALL NON - DESCRIPTIVE FASTENERS SHOWN TO BE 1/4'-20 X 5/8' HEX BOLTS R NUTS OR 1/4' X 1/2' LONG HEX HEAD SHEET METAL SCREWS. CENTER STILES 6: CENTER/ (SINGLE CAR) HINGES (1 COLUMN)- OPTIONAL LOCK 2.75' -{ 3! L t G 2422 3/ 5/02 KDD MODELS: DETAIL A } F24131/25/02 3' ISGA WIDE STRUT WILLMM' T. UNDEMANW, L DOORS SHOWN ON THIS DRAWING HAVE BEEN DEMONSTRATED TO WITHSTAND THE PRESSURES LISTED IN THE TABLE ABOVE. SBC ASSUMPTIONS: 100 MPH, 15' ROOF HEIGHT, ROOF PITCH > 147, DOOR FULLY IN END ZONE. FBC ASSUMPTIONS: 120 MPH, EXPOSURE 'B', 30' ROOF HEIGHT. ROOF PITCH > I a. 2' OFDOOR IN END ZONE. AN ARCHITECT OR STRUCTURAL ENGINEER MUST DETERMINE IF THE DOOR IS SUITABLE FOR OTHER LOCATIONS. DOORS SMALLER THAN THOSE SHOWN WILL WITHSTAND THE INCREASED SBC PRESSURE LOADS, GIVEN THE SAME CONDITIONS. THE INCREASE IN DOOR STRENGTH IS GREATER THAN THE INCREASE IN PRESSURE AS THE DOOR SIZE IS MADE NARROWER OR SHORTER. 5 - Consulting Structural EnptTeer r, 1140 Andema SId Clermont, FL 34711 ` 352) 242 - 010© NOTE: GLAZING DOES NOT SATISFY IMPACT DEBRIS REQUIREMENTS IN FBC E 2137 2/ 9/00 D 1724 6/ 24/97 C 1549A B 1549 A 1449 1366 11-01- 94) SCATES; I REV. E. C.N. DATE IAPPROV P.O. BOX 13M WMS OR DOOR MAVM,72 AR 562-1872 724, 426, 730, 735, 750, 550 DWG. WAS PART NAME: 10 1°19s3-s, 9 WINDLOAD RESIDENTIAL STEEL DOOR FOR SBC 100 0150% MPH, FBC NEXT LEVEL DATE: DWG. NO. 9/14/9499-B-033 NONE PLO, 1GALE dRNG. I QY SHEET2 OF 3 OPENM HEIGHT DOOR OVER HEKAM FASTEN TO WOOD JAMB WITH 5/16' X 1-1/2' LAG SCREWS. 2' GALV. STEEL CAL TRACK 16GA. (167(B FOR IS' X 8' USE 13GA 18'XB)1/4" HEX HEADSELF DRILLING SCREW DETAIL D 24' 24' 24' 15' 18' X 81 I 72- (18' X 8 72- (16' X 8 72- (10' X W) 63' 18' x 8') 63- 9' X 87 48- (18- X 4B' (16' X 48- (IV X 39- (16' X 87 39' (9' X 8') X 8' x 8' x B) s FOR 13 GAGE GALY. STEEL TOP BRACKET WITH 10 GAGE ROLLER HOLDER. NOTE THAT ROLLER HOLDER 6 TURNED DOWN. JNOTE16' X 8' USES TOP BRACKET ON SHEET 2. 46'X8'do 10'X8'DOOR 2- ROLLER WITH 7/16- DIA, LONG STEM. TIRE: STEEL 10 BALL. 18' X 8' DOOR 2' HURRICANE ROLLER WITH 7/16- DVL LONG STEM. TIRE: STEEL 10 BALL. r 9'XB' 2' ROLLER WITH ` 17/16• DIA. SHORT STEM. 14 GAGE GALV. STEEL END HINGE ATTACHED WITH 4, S. OR 6 SCREWS: SEE DETAIL C. 16'X8' & 18'X8' POP RIVET TOP BOTTOM OF END USE FOUR FASTENERS rON9•x8',RAILS OPnDN&L SSB CLASS I • +1" I _ aor:JI>Ilill llplllilll liilil 11-11I11®11p11®I111111{!; Rt Itt ItOtOtt 9 9 I ItSIBl11®I; 0tttllt9 Itff•Sti I®Ifl®f!1®iWilill7RIi1RSRIWlIRIRBRWRIIR:.. .......... s itl litltilllil'i1111 I1I1Islliil-Illli-Illlt®I e r 1 a • 19-1 TO END STILE- OR 244 ' HIGHH PANEL. GALV. AND PRE- y- GALYANIZED STEEL STRUT. 9. 5- 10. X 8' f4 BRACKBRACKETS; 18' X 8' ( 4 BRACKETS) PAINTED A ATTACHED WITH 1/4' X 3/4- LONG HEX HEAD SELF MODELS EXCEPT 20 GAGE END STILES — FASTENED 24 GA. MODELMIffF{ TOG—L—LOCS TO PANEL DRILLING SCREWS. 2 PER VERTICAL STILE) USE END CAP OVER END STILES. 750 A> SEE DETAIL C) POLYSTYRENE NSIhATK)N OPTIONAL AlFORMOD. 724 do 730. 13GA GALV. STEEL BOTTOMOF ATTACHED ! 2- FASTENERS 4 FASTENE 2 FASTENE 18 GAGE GALV. STEEL CENTER HMIGE SECTION B-B T v AND (10-XI ATTACHED WITH 4 FASTENERS. SECTION A -A 20GAGEGALVSTEELCENTERSTUATTACHED WITH TOG-L-LAC OR POP RIVETS -I r- 1.25' TOPANELS. 10 GAGE GALV. STEEL TRACK BRACKETS. SEE ABOVE FOR QUANTITY AND SPACING. FASTEN TO WOOD JAMBS WITH 5/16- x 1-1/2- LAG SCREWS. PREPARATION OF JAMBS BY OTHERS. DOOR SIZE DESIGN PRESSURE TEST PRESSURE WIDTH HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE 9'- 0' 8' 25.5 29.1 38.2 43.7 10 - 0 8-0 0 36.9 49.6 55 3 16'- 0' 8-0 24.3 27.3 36.6 41.1 30. 7 3 20 GAGE END STILES s DETAIL C OPnOWL SM CLASS LK;t1TS-\(2 DETAIL A 3' 18GA WIDE STRUT WILLIAM T. LINDEA ANN Fl . DOORS SHOWN ON THIS DRAWING HAVE BEEN DEMONSTRATED TO WITHSTAND THE PRESSURES Consulting Structural Eng'u2er ° LISTED IN THE TABLE ABOVE. SBC ASSUMPTIONS: 100 MPH, 15' ROOF HEIGHT, ROOF 1140 An",erson Street PITCH > 10'. DOOR FULLY IN END ZONE. FBC AISSUINMONS: 120 MPH, ExPOSURE -87, WROOFHEIGHT, ROOF PITCH > IT, 2' OF DOOR IN END ZONE ® CIeT TiDT t, I L 34711 352) 242 - 0100 4= AN ARCHITECT OR STRUCTURAL ENGINEER MUST DETERMINE IF THE DOOR IS SUITABLE FOR OTHERLOCATIONS. s i DOORS SMALLER THAN THOSE SHOWN WILL WITHSTAND THE INCREASED SBC PRESSURE LOADS. NOTE GLAZING DOES I1 s1 ffSFYIMPACT GIVENTHESAMECONDITIONS. THE INCREASE IN DOOR STRENGTH IS GREATER THAN THE > DEBRIS RDOES Nr1ENT5 IN FBC INCREASEINPRESSUREASTHEDOORSIZEISMADENARROWERORSHORTERVENTS A" slam C" OPndML s- 18GA WIDE SEE DETAIL A) Locx oPnoN-L—,,, SEE DE1AL C- 4' x 16' AIR VENTS 4) REOWD. 120 SO. IN. MIN. TOTAL OPEN AREA) OPIIONAI_ NOTE ALL NON -DESCRIPTIVE FASTENERS SHOWN TO BE 1/ 4--20 X 5/8- HEX BOLTS do NUTS OR 1/ 4- X 1/2- LONG HEX HEAD SHEET METAL SCREWS. G 2422 3/5/02 KDD F 2413 1/25/02 E 2137 2/9/00 D 1724 6/24/97 C 1549A B 1549 A 1449 (9-8-95) 1366 ( 11-01-94) (SCATI EV. E.C.N. I DATE APPR( 16' ( DOUBLE OPTIOWIL Sse GLASS 4' X IV AIR VENTS RzIOOTmik AREA) Non ( I COLUN swm UMm mlP. O. BOX 13858 SORg gg,'lJ"A./,,R MAUMELLE, AR. ly72113 501) 562- 187 MODELS: 724, 426, 730, 735, 750, 550 DWG. WAS PART NAME: 101993-8. 9 WINDLOAD RESIDENTIAL STEEL DOOR FOR SBC 100 0150% MPH, FBC 120 MPH EXPOSURE "B' NEXT LEVEL DATE: DWG. NO. 9/14/94 1 99-B-033 SCALE CEPLOSICALEDRNdDW' SHEET 3 OF 3 t MiTeke July 3, 2003 MiTek Industries Inc. 105 Nod Outer Forty 00e, Sub 300 Cheste* NO 63017 USA 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 : I4544572thru I4544594. Total: 23 drawings. Job :DR2879E Builder :D.R. HORTON Location :STANDARD MODEL 2879, ELEVATION E County :SEMINOLE Goi - 29 3 Truss Engineer :Junaidie Budiman, PE # 45161. Address :14515 North Outer Forty, Suite 300 Chesterfield, MO 63017 This serves as the cover sheet in conformance to Chapter 61G15-31 Section 003 of the Florida Board of Professional Regulation. This package include: 1) 23 Truss drawing. 2) Truss Index. July 3, 2003 Junaidie Budiman. PE The seal on these drawings indicate acceptance ofprofessional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility ofbuilding designer, per ANSI/TPI 1-1995 Sec.2. TRUSS INDEX OF JOB DR2879E Trusses included=23 0,"\DR2879E\a.tre" 14544572 1,'\DR2879E\al1aAW 14544573 2,nDR2879E\a7a.tre" 14544574 3,'1DR2879E\a9a.tre" 14544575 4,"\DR2879E\ag.tre" 14544576 5,'1DR2879E\cl,tre" 14544577 6,"\DR2879E\cg.tre" 14544578 7,"0R2879E\cg2.tre" 14544579 8,"\DR2879E\cgab.tre" 14544580 9,"\DR2879E\cs.tre" 14544581 10,"\DR2879E\fg.tre" 14544582 11,"\DR2879ENAre" 14544583 12,"\DR2879E\jl.tre" 14544584 13,"\DR2879Ey3.tre" 14544585 14,"\DR2879E\k.tre" 14544586 15,"\DR2879E\k1.tre" 14544587 16,"\DR2879EU.tre" 14544588 17,"\DR2879E\11.tre" 14544589 18;"\DR2879E\m.tre" 146"590 19,"\DR2879E\m1.tre" 14544591 20;"\DR2879E\s.tre" 14544592 21,"\DR2879E\sl.tre" 14544593 22,"0R2879E\s3.tre" 14544594 N. • Y f k M.45161 'k Ar s STATIEOF aL March 3, 2003 AWAM NO - VerW dedpn jsww etere and X&W NOTES ONTMS AND RBVZRU WX AIWOM UM nisis"We Design valid for use only with MRek oonneelors. This design k based only upon parameters shown, and Is to an Individual buSdhg component to be Instased and loaded verllca ly. AppftabMly of design parameters and proper Incorporation of component Is responslbWty of building designer - not truss desgner. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stobMly duiing construction k the responsibility of the erector, Additional permanent bloc of the Overos strueture k the responslblAty of the busdkng designer. For general guidance regarding tabilcotlon, quality control, storage, d*Nwry, erection and bracing, consull 031-I8 Quality Standard, DSB-89 Braekp Specification, and HIN-91 ® Nondling In tHft and $rating Recommendation avoloble mom Truce Plate Inst"ute. US D'Onohlo Ott". Madison, WI 53719, M'T k Symbols Numbering System AGeneral Safety Motes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 12/, *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 each7 c1 other. O 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i , ;0ZAO joint and embed fully. Avoid knots and wane plates/e" from outside edge of a O a at joint locations. truss and vertical web. a 4. Unless otherwise noted, locate chordsplices at r/a length(+ 6" from paneladjacent 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 formal refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7. Camber is a non-structural consideration and MiTslc/ Gang-Nall Joint/Pilate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General tYWEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements, The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, ff no ceiling is installed, 001, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/ DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARINGothersunlessshown. nA Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur, stacks of construction materials, G14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, Zo PANEL TM Cup erection and installation of trusses. 1 M MitekHoldings, Inc. FORNW18,019 1 MPO,A/R® Job russ russ We tY y 14544572 R2879E A ROOF TRUSS 20 1 Job Reference to tionaI 9UACCU-SPAN-7-1- sFebr e Industries, A0. Feb 27 13:03:57age 6-0-12 11.7-0 17-1-4 23-2-0I 1-0-0 e-0.12 &" &" 6-0-12 Scale = 1:41.3 4xe 4 00 F,2 20 20 3 5 e 2 i t1$ 3x4 = a 7 3x4 3x4 = 5x6 = 7-10-13 15.3.3 I 23-2-0 7.10.13 7.4-5 7-10-13 Mate Offsets17:0-3-0,0-3-01 LOADING I sf SPACING - 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.48 Vert(LL) -0.07 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.46 Vert(TU -0.18 7-8 > 999 BCLL 0.0 Rep Stress Incr YES WB 0.25 Horz(TL) 0.04 6 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/defl = 360 Weight: 105 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP'No,2D TOP CHORD Sheathed or 4-7-6 oc purlins, BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7-6-15 oc bracing. WEBS 2 X 4'SYP No,3 REACTIONS (lb/size) 6 =1075/0-3-0, 2=1166/0-4-0 Max Horz 2=167(load case 4) Max Uplift6--481(load case 5), 2 =-560(load case 4) FORCES (lb) - First Load Case OnlyTOPCHORD1-2=17, 2-3=-1693, 3-4=-1469, 4-5=-1473, 5-6=-1699 BOT CHORD 2-8 -1502, 7-8 `=1031, 6-7 =1508 WEBS 3-8 = -351, 4-8 = 529, 4-7 = 536, 5-7 = -357 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h-25ft; TCDL=4.2psf; BCDL=5,Opsf; occupancy Category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 31 Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 481 lb uplift at joint 6 and 560 lb uplift at joint 2. LOAD CASEIS) Standard Junaidie Budiman, Lic.#4511il MiTek Industies, Inc, 14515 North Outer Forty Dr e Suite 300 Chesterfield, MO, 63017 Cert. #6634 0WARNING - Ver{y desriynparasrsaterre andREAD N0TZ6 ON TiWlS AND R6VXMW SMS BEF0R6 USN. w Design valkal for use only with Mitek connectors This design b bacetl onty upon parameters shown, and is for an WWual buNdhg component to beInstalledandloadedvertically. Applicability of design parameters and proper heorpotatlan of component is responsibility of building designer - not trust designer. Bracing shown is for lateral support of Individual web member# only. Additional temporary bracing to Iruure dabOy during construction is the responsibility of the erector, AddRbnal permanent bihchg of the overall structure is the resporygMy of the buldhg designer. For general guidance regarding fabrication, quality control, storage, delivery, siectbn and bracing, consulf CST48 OualRy Standard, 034.89 $racing SpecOloatlan, and HII.91 Handling Installing and Imo q Recommendation available from Truss Plate InslRute, 383 D'Onohb Drive, Madison, W153719. M Tek Symbols lumbering System AGeneral Safety Dotes 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. 4 J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachczwother. O WEBS . J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o _ o 3 Q joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of 0 a _ at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chord splices at I/4 length(+ 6" fromuC, u panel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J 1 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 platft formal refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Comber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, ff no ceiling is installed, oe", unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WiSC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. nA Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. 91 stacks of construction materials. 1$ 14. Do not cut or alter truss member or plate without prior approval of a professional M Teke engineer. 16. Care should be exercised in handling, TM L:'O CLIPELPANerection and installation of trusses. p IM Mitek Holdings, Inc. FORM018, 019 HYA04IA(ID 1 9 ,. JcLb ruse Truss Type ty y 14544573 R2879E A11A ROOF TRUSS 1 1 Job Reference la tional) sFebf eindustries, nc. u Feb 27 13:03:57 2003 Page 5-9.4 11-0-0 , 12-2.0 . 17.4-12 1_ 23-2-0 1-0-0 549-4 5-2-12 1-2-0 5.2-12 5-9-4 Scale = 1:45.9 4x6 = Us = 4 5 6,00 12 3x4 , 3x4 3 8 d us 7 2 1 j$ d w 3x4 = 11 10 9 8 3x4 = 20 11 3x4 = 5x6 = 2x4 11 5.9.4 11-" , 12-2-0 17.4-12 - - 23-2-0 5.94 5-2-12 1.2-0 5.2-12 5-9-4 Plate Offsets - LOADING (psf) SPACING 2-0-0 CS1 DEFL in floc) Udell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.37 Vert(LL) 0.08 10-11 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.42 Vert(TL) -0.12 10-11 >999 BCLL 0.0 Rep Stress Incr YES WB 0.41 Horz(TL)` 0.05 7 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC ILL. Min 1/defl = 360 Weight: 116 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-5-13 oc purlins. SOT CHORD 2 X 4 SYP No,2D BOT CHORD Rigid ceiling directly applied or 7-5-12 oc bracing. WEBS 2 X 4 SYP No3 REACTIONS (lb/size) 7 =1071 /0-4-0, 2 =1167/0-4-0 Max Horz 2-161(load case 4) Max Uplift7=-474(load case 5), 2=-557(load case 4) FORCES (lb)'- First Load Case Only TOP CHORD- 1-2-34, 2-3=-1919, 3-4=-1341, 4-5=-1124, 5-6=-1342, 6-7=-1933 BOT CHORD 2-11 =1624, 10-11 =1624, 9-10 =1124, 8-9 -1638, 7-8 =1638 WEBS - 3-11 =132, 3-10=-579, 4.10-336, 5-9=340, 6-9=-595, 6-8=141 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h-25ft; TCDL=4,2psf; BCDL=5.Opsf; occupancy category 11; exposure 8; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber 60L=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 474 lb uplift at joint 7 and 557 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 MiTek Industies, Inc. 14515 North Outer Forty Dr Suite 300 Chesterfield, MO, 63017 Cert.A6634 WAMWO - VerW 4,49n. pamttteters and R&W NOMS ON THIS AND =VXPAX Sflllc BX?0A9 U59. rusairsaame Design valid tot use only with MiTek connectors, this design Is bawd only upon parameters shown, and Is lot an Individual building component to be Instated and loaded vertically. Applicability of design parameters and ptoper Incorporation of component Is responsibility of building designee - not truss designer. eracing shown Is for lateral support of Individual web members only. Additional temporary biasing to hours stability during construction Is the mtponslblllty of the *motor. Addltlanal permanent btiscing of the overall shuctute k the tesponeblMy of the building designer. For general guidance regarding fabrication, quaNly control storage, dell"iy, erection and bracing, consult OST-88 Quality Standard, DSI•e9 Bracing Specification, and N1I.91 MiTek® Handling Installlnp and Irockp Recommendation available from Ttuu Plate Institute, 583 D'Onoltla Drive. Madison, W153719. Symbols Numbering System AGeneral Safety Notes PLATE: LOCATION AND ORIENTATION Failure to Follow Could Cause Property/ t3A * 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. 8 J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachc2csother. 1r o WEBSbe.- 3. Place plates on each face of truss at each For 4 x 2 orientation, locate Q joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of U o CL = at joint locations. truss and vertical web. a 4. Unless otherwise noted, locate chord splices I/a length(* 6"fromcaC10ofpanel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in JI J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chad. 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 SIB 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 shalt be of the species and size, and perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. nA Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek engineer. 15. Care should be exercised in handling, nPAMNELTMerection and installation of trusses. 1943 Mitek Holdings, Inc. FORM018,019 HMRO"0 , r Job cuss Truss Type ty y 14544574 R2879E A7A ROOF TRUSS 1 1 Job Reference (a lanaui) sFebt o n c. ustr es, nFeb 2/ 113:03:58age 344 7-0-0 11-7-0 1 16-2-0 1 19-442 i 23-2-0 1 0-03.9-4 3.2-12 4-7-0 4-7-0 3-2-12 3-9 4 Scale = 1:40.8 5x8 = 2x4 11 5x8 = 4 5 6 6. 00 12 2x4 -- 2x4 3 7 8 2 RRI 1 T Ig3x8 = 11 10 s axe = 3x4 = 7x8 = 3x4 7- 0-0 11-7-0 16-2.0 23.2-0 7- 0.0 4-7-0 4.7-0 7-0.0 Plate offsets LOADING ( psf) SPACING ' 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.51 Vert(LL) 0.17 10 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.33 Vert(TL) -0.23 10 > 999 BCLL 0.0 Rep Stress Incr NO WB 0.27 Horz(TL) 0.07 8 n/a BCDL 10.0 Code FBC2001 1 at LC LL Min I/defl = 360 Weight: 140 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D `Except' TOP CHORD Sheathed or 3-0-10 oc purlins. 4- 6 2 X 6 SYP SS BOT CHORD Rigid ceiling directly applied or 5-9-9 oc bracing. BOT CHORD 2 X 6 SYP SS WEBS 2 X 4 SYP No.3 REACTIONS ( lb/size) 8 = 2140/0-4-0, 2 = 2231 /0-4-0 Max Horz 2=119(load case 4) Max UpliftB = - 1 1320oad case 51, 2=-1211(load case 4) FORCES ( lb) - First Load Case Only TOP CHORD ` 1-2 =19. 2-3 - -4270, 3-4 = -4038, 4-5 = -4301, 5-6 = -4301, 6-7 = -4038, 7-8 = -4270 BOT CHORD 2-11 =3802, 10.11 =3662, 9-10=3662, 8-9=3802 WEBS 3-11 =-197, 4-11 =853, 4-10=797, 5-10=-769, 6-10=797, 6-9=853, 7-9=-197 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98per 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. 31 Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1132 lb uplift at joint 8 and 1211 lb uplift at joint 2. 5) Girder carries hip end with 7-0-0 end setback 6) Special hangers) or connection(s) required to support concentrated load(s) 603.2Ib down and 399.41b up at 16-2-0, and 603. 21b down and 399.41b up at 7-0-0 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. LOAD CASE(S) Standard 1) Regular: Lumber Increase-1.33, Plate Increase -1.33 Uniform Loads (pif) Vert: 1-4=-74.0, 4.6=-154.2, 6-8=-74.0, 2-11 =-20.0, 9-11=-41.7, 8-9=-20.0 Concentrated Loads 0b) Vert: 11 =-603.2 9=-603.2 Junaidie Budiman, Lic.#461 MiTek Industies,Inc. 14515 North Outer Forty Dr Suite 300 Chesterfield, MO, 63017 Cert.# 6634 WA lv M - verM design paminetons and R&40 N0=8 ON THIB AND MVEPW =9 BZPORt vats. assassins Design valid for use only with Mrfek connectors. ihk design It based only upon parameters shown, and Is for an Individual building component to be Installed and loaded verilagty. Applicablilly of design parameters and proper Incorporation of component Is responsibaity of building designer - not flu$$ designer. tracing shown is tot lateral support of Individual web members only. Additional temporary bracing to Insure slabMV during construction Is the responsibility of the erector, Additional permanent brbchg of the overall structure Is the tesponslbgty of the building designer. For general guidance regarding fobrlaatlm quality control, storage, delivery, election and bracing, consult 097.88 Quality Standard, DSI.69 tracing Speciflcatlon, and HIS-91 MiTek® HandlinginMalllnaandavailableRecommendationavablefromtrussPlatsInstitute, 593 D'Onofrlo Drive, Madison, WI53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure t0 Follow Could Cause Property 13/4 * Center plate on joint unless Damage Or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each7C3other. WEBSo 3. Place plates on each face of truss at each For 4 x 2 orientation, locate 0 1 ' joint and embed full Avoid knots and waney' pates I/a"from outside edge of c o_ a y III at joint locations. truss and vertical web. a 4. Unless otherwise noted, locate chords Evessplices at panel length(" 6" from adjacent joint.) C, C6o 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 MITok/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT, is the responsibility of truss fabricator. General WEB$ 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 APPROVAL$ 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 loss, if no ceiling is installed, 0$ 00 unless otherwise noted, SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. nA Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. a 14. Do not cut or alter truss member or plate without prior approval of a professional M Tek® engineer. 15. Care should be exercised in handling, PANEL TM erection and installation of trusses. 1"3 Mitek Holdings, Inc. CL1P FORM016,019 11tA1C ® HYMMASA0 9 1 1 Job russ Truss Type ty y 14544575 R2879E ASA ROOF TRUSS 1 1 Job Reference (optional) ACCU-SPAN-TH, LONGWOOD, FL, TIM 5.U00 s Feb 6 2003 MiTekIndustries, Inc. Thu Feb 27 13:03:59 2003 Page r-0-0 4-9-4 9.0.0 14.2-0 1 18-4-12 23-2-0I ) 1-0-0 4-9-4 4.2.12 5.2-0 4.2-12 4-9.4 Scale = 1:41.1 4x8 = Us = 4 5 6. 00 12 2x4 2x4 i 3 6 d 7 2 3x4 = 9 B 3x4 US = 5x6 = r 9-0.0 14-2-0 23-2-0 9-0-0 5-2-0 9-0-0 Plate Offsets - , - - LOADING (psf) SPACING , 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.41 Vert(LL) -0.07 9 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.49 Vert(TL) -0.19 7-8 >999 BOLL 0.0 Rep Stress Incr YES WB 0.15 Horz(TL) 0.05 7 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min 1/defl = 360 Weight: 111 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-9-0 oc purlins. SOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7-4.12 oc bracing. WEBS 2 X 4 SYP No3 REACTIONS (lb/size) 7=1073/0-4.0, 2 =1164/0-4-0 Max Horz 2=1380oad case 4) Max Uplift7 = -454(load case 5), 2=-533(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1.2=17, 2-3=-1756, 3-4=-1422 4-5=-1280, 5-6=-1422, 6-7=-1756 SOT CHORD 2-9 =1553, 8-9 =1280, 7-8 =1553 WEBS 3-9 = -318, 4-9 = 284, 5-9 =-0, 5-8 = 284, 6-8 = -318 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category ill; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.'33. 31 Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 454 lb uplift at joint 7 and 533 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cart. #6634 WAWWW - VrrW design, parameters and REM NOTES ON TWS AND REVEPW BIDE HE1 ORE 1118E. nsrr tIp Design valid for use only with MiTek oonrectots, This design k based only upon parameters shown, and Is for an Individual building component to be Installed and leaded vertically. AppN*obl#y of design parameter and proper Incorporation ofoomponent Is iesponsibUlty of building designer - not huts designer. Siocing shown k fa lateral support ofindividual web members only. Additional temporary bracing to Insure stablNty duikig construction le tit responsbilny of the stela. Additional permonent bilm" of the oveial shuctum k the responsbWty of The building designer. For general guldonce regorging fobrtcatlon, qualty conhol, storage, dsllvery, election and bracing, consul GST-RR Cually Standard, 031.89 Sr e" Specification, and HIS-91 from Truss Institute, US D'Onohlo Drlve, Madison, WI53719. HandUna installing and Sroclrp Recommendation ovaMoble Plate MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches, Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. e J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachctQ other. O WEBS . J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o _ 0 h , joint and embed fully. Avoid knots and wane plates from outside edge of c o a y at joint locations. truss and vertical web. d o a o 4. Unless otherwise noted, locate chordsplices at 1 /4 length(+ 6" from C, 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 formal refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7. Camber is a non-structural consideration and MITelk/ Gang-Nap Joint/Plate Placement Chart. FARTHEST TOTHE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TORIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and x perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, f no ceiling is installed, oeeunlessotherwisenoted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/ DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARINGothersunlessshown. nA Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. a14. 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. IM Mitek Holdings, Inc. FORM018, 019 6NI10. H/D,A® r , Job russ Truss Type ty y 14544576 R2879E AG HOWE 1 1 Job Reference to tiona1) CU-SPAN-TH, LON133WOOL), FL, TIJ 5.000 sFebr e n ustnes, nc. u Feb 27 13:04:00 2003 Page 5-4-4 9-10-0 14-3-12 I Is-8-0 II 1-0-0 54.4 4s12 45-12 54-4 1.0.0 Scale = 1:38.7 axe = a 2x4 11 2x4 11 s.00 1z sxa -:r- 9xa 5 2x4 11 8 2x4 11 II x I 27 x 28 2n n nII II 6 13 1 25 II 7 I¢ cs 25 2x4 1111 10 2x4 I 2x4I 11 8 2x4 11 a 2x4 11 26 3x49x4 _ 2x4 11 7x8 = 2x4 11 20 11 5-4-4 9 10-0 14-3-12 19-8-0 544 45-12 45-12 5.4-4 Plate Offsets(9:0-4-0,0-4-81 LOADING (psf) SPACING 2-0-0 CSI DEFL in hoc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.26 Vert(LL) -0.04 9 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.13 Vert(TL) -0.06 9 > 999 BCLL 0.0 Rep Stress Incr NO WB 0.21 Horz(TL) 0.02 6 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min 1/defl = 360 Weight: 131 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-6-0 oc purlins. BOT CHORD 2 X 6 SYP SS, SOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No3 REACTIONS (lb/size) 2 = 893/0-4.0, 6 = 893/0-4-0 Max Harz 2 =13911oad case 4) Max UpIIA2 = -419(load case 4), 6=-419(load case 5) FORCES hb) - First Load Case Only TOP CHORD 1-2=39, 2-27=-1359, 3-27=-1277, 3-4=-932, 4-5=-932, 5-28=-1277, 6-28=-1358, 6-7=39 SOT CHORD 2-25 =1138, 10-25 =1138, 9-10 -1138, 8-9 =1138, 8-26 =1138, 6-26 =1138 WEBS 3-10=99, 4.9=508, 5-8-99, 3.9=-420, 5-9=-420 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure $; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail" 4) Gable studs spaced at 2-0-0 oc. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 419 lb uplift at joint 2 and 419 lb uplift at joint 6. 6) Girder carries hip end with 2-0-0 end setback 7 Special hanger(s) or connection(s) required to support concentrated load(s) 15.71b down and 10.41b up at 17-8-0, and 15.71b down and 10.41b up at 2-0-0 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. LOAD CASEIS Standard 11'Repplar: Lumber Increase=1.33, Plate Increase-1.33 Uniform Loads (plf) Vert: 2-25--20.0, 25-26=-16.7, 6-26=-20.0, 1-27=-74.0, 4-27=-61.7, 4-28=-61.7, 7-28=-74.0 Concentrated Loads (lb) Vert: 25=-15.7 26=-15.7 Junaidie Budiman, Lic. #461111 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert.#6634 g•WARMNO - Yerft design paramwrteru and RKAA NOTE8 ONTWS AND REVRAM MDR BNPOR6 EM. Design valid for use only with MITek connectors. This design Is based only upon parameter shown, and Is for an Individual bulkdhg component to be Installed and loaded vertically. AppNociblilly of design parameter and proper hcorpotatlon of component Is tespontblMy of bul ding designer - not truss designer. &achg shown Is fa lateral support at Individual web member only. Additional temporary bracing to Insure stabNlty duting condruction Is the responsibility of the erector. Additional permanent btbahg of the overall shueture to the respon"y of the buNd" designer. Fot general guidance regarding tobrication, quality conhol, storage. delivery, erection and blocing, consult OST-88 OualBy Standard, DS$-89 Nrackp Specification, and HIS-91 Handana Instainno and $racing Recommendation available from truss Plate Institute. 563 D'Onofrlo Drlve. Madison, W153719. ' Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/ ' *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, property A" 8 ,. securely seat, J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachaQ other. O WEBS I J5 T 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i , ; ; joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of 0 O a , _ at joint locations. truss and vertical web. a O 4. Unless otherwise noted, locate chord splices at I /4 length(+ 6" trampanel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 JS J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design, Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, 400P unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown, nA Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, PANEL TM CLIP erection and Installation of trusses. IM Mitek Holdings, Inc. FORM018,019" If ORI I J1A F s Job ruse Truss Type ty y 14544577 82879E C1 ROOF TRUSS 24 1 Job Reference (o tioneU sFebe n ustries, nc. uFebage 1.0-0I 5.9-13 11-2-2 /610-0 1.0.0 5-9-13 5.4-6 5.7-14 3x4= Scale: 1/4"=1' 5x6 % W/wedge 5 n 1 6.00 F1a 20 11 4 5x6 !;I- 3 6 2xa 11 7 5xe 3.00 F12 2 B 1 20 II 30 1 5-9-13 l 11-2-2 16-10-0 —i 5-9-13 5.4.6 5.7-14 Plate Offsets -', e[7:0-4-0,U-3-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.49 Vert(LL) 0.11 8 >999 M1120- 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.39 Vert(TL) -0.14 7-8 >999 BCLL 0.0 Rep Stress Incr YES WB 0.64 Horz(TL) -0.03 5 n/a BCDL 10.0 Code FBC2001 list LC LL Min I/defl = 360 Weight: 87lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-3-5 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-8-8 oc bracing. WEBS 2 X 4 SYP No3 WEBS 1 Row at midpt 5-7 REACTIONS (lb/size) 5 = 769/0-4-0, 2 = 872/0-8-0 Max Horz 2=6021load case 4) Max Uplift5 = -5491load case 41, 2=-344(load case 4) FORCES (Ib) - First Load Case OnlyTOPCHORD1-2=15, 2-3=-1925, 3-4=-1044, 4-5=-1038, 5-6=55 BUT CHORD 2-8 =1738, 7-8 =1732, 6-7 - 0 WEBS- 3-8=110, 3-7=-749, 4-7=-397, 5-7=1346 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) 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 549 lb uplift at joint 5 and 344 lb uplift at joint 2. 4) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 5. 5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert.#6634 wwR lr NO - Yam design pammttom and READ lITOMIS ON TRW AND REVZMW RWZ 81I ORE EW ••a•• Design valid for use only with Mltek connectors. Thk design It based only upon parameters shown, and Is for an Individual building component to be Installed and loaded veiticcNy. Applicability at design parameters and proper Incorporation or component Is responslbNNy of building designer - not truss designer. Bracing shown It tot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction k the responsibility of the erector, Additional permonent bracing of the overall structure Is the responobMy of the building designer, For general guidance regarding tobrication, quality contioL storaae, delivery, erection and bracing, consul) OST-44 Quality Standard, DSI-89 Srackg Speeftatlon, and HIS-91 Handling Installing and Bracing Neoanrmendatlon available from Truss snot* Institute. 883 D'Onoeb Drive, Madison, W163719, MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13A * center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property fie securely seat. J2 J3 J4 owner and all other interested parties., TOP CHORDS 2, Cut members to bear tightly against each7 other. o 3. Place plates on each face of truss at each For 4 x 2 orientation, locate h, EbJ5o _ 0 joint and embed fully. Avoid knots and wane plates/e"' from outside edge of U O a4. at joint locations. truss and vertical web. a o Unless otherwise noted, locate chords licesp r/4at panel length(+ 6" from adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5, Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM 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 curds must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design, Indicates location of required 11. Bottom chords require lateral bracing at 10continuouslateralbracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. nA Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. MiTek® 15. Care should be exercised in handling, PANTM CLIPEL erection and installation of trusses, 01" 3 Mitek Holdings, Inc. FORM018, 019 OOdND-HiAiL OfMRO AIR Job russ runs ype ty y 14544578 R2879E CG HIP 1 1 Job Reference (o tiona1) sFebt eIndustries, nc. u Feb 27 13:04:02 2003 Page 8-5.15 13.10-1 I 19.4-0 120-4-0_ . 3 0-0 I 1-" 3-" 55-16 5-43 65-15 1-0-0 Scale = 1:37.1 NOTE: CONNECT T.C. OF JACKS TO NOTE: BRACED VERT. STUDS IN ACCORDANCE FLAT TOP CHORD TO ACT AS LATERAL BRACING. TO STANDARD GABLE END DETAIL. x8 = I I 2x4 zx4 5x10 = I I11 II 2x4 500 7x8 2x4 I I8. 00 12 3 2x4 ' it 4 II 5 II g 3x4 7 d 2 v 1 Us = 12 11 10 9 8 2x4 I I 3x8 = Bx14 = 3x4 = 2x4 11 3. 1-12 B5.15 13-10-1 I 19.2-4 1 200.4-03. 1.12 54.3 5-4-3 543 1-1.12 Plate Offsets , ' - - - - LOADING ( psf) SPACING , 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30. 0 Plates Increase 1.33 TC 0.58 Vert(LL) 0.21 11 >999 M1120 249/190 TCDL 7. 0 Lumber Increase 1.33 BC 0.27 Vert(TL) -0.29 11 >820 BCLL 0. 0 Rep Stress Incr NO WB 0.60 Horz(TL) 0.03 8 n/a BCDL 10. 0 Code FOC2001 1 st LCLL Min I/defl = 360 Weight: 172 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D *Except* TOP CHORD Sheathed or 3-10-11 oc purlins, except end verticals. Except: 3-4 2 X 6 SYP No.2ND, 4-6 2 X 6 SYP No.2ND SOT CHORD 2 X 6 SYP SS- BOT CHORD Rigid ceiling directly applied or 6-1-11 oc bracing. WEBS 2 X 4 SYP No.3 *Except* 3-11 2'X 4 SYP No.21), 4.10 2 X 4 SYP No.2D 6-10 2`X 4 SYP No.2D REACTIONS (lb/ size) 2 =1166/0-8-0, 8 =1035/0-3.0 Max Horz 2-120(load case 4) Max Uplift2-- 536(load case 3), 8=-531(load case 2) FORCES (lb) - First Load Case Only TOP CHORD 1-2=20, 2-3--1966, 3-4=-3572, 4-5=-3188, 5-6=-3188, 6-7=-734, 7.8=-1025 BOT CHORD 2-12=1734, 11-12-1750, 10-11 =3572, 9-10-605, 8-9=0 WEBS 3- 12=157, 6-9--598, 4-11 =-356, 5-10=-454, 3-11 =1882, 4-10=-397, 6-10=2668, 7-9=956 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind:, ASCE 7-98per FBC2001; 120mph; h=25ft; TCDL-4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; panially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 536 lb uplift at joint 2 and 531 lb uplift at joint 8. 5) Girder carries hip end with 3-0-0 end setback 6) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. 7) Special hanger(s) or connection(s) required to support concentrated load(s) 23.51b down and 15.61b up at 19-4-0, and 70.51b down and 46.71b up at 3-0.0 on bottom chord. Design for unspecified connection(s)'is delegated to the building designer. LOAD CASE( S) Standard 1) Regular: Lumber Increase -1.33, Plate Increase =1.33 Uniform Loads ( pif) Vert: 1- 3=-74,0, 3-6--80.2, 6-7=-74.0, 2-12=-20.0, 9-12=-21.7, 8-9=-20.0 Concentrated Loads ( Ib) Vert: 12=- 70.5 9=-23.5 Junaidie Budiman, Lic.051 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert.#6634 WARMO - VerW 4lsstyn parantleters and RSAD NOMS 0NTWSANDJWYXPJ= UU HSMAIX MIX. Design vaitd for use only with MINk connectors. This design Is based only upon parameters shown, and Is for an Individual buMdktg component to 4e Installed and loaded vertlooky, Appkabgty of design parameters and proper Inccrpototlan of component Is rssponslbMty of building designer - not truss designer. Bracing shown is lot lateral support of IfndNldual web members only. Additional Wrnpotanr hiocing to Insure stabWly dutklg construction Is the responsibility of the erector. Additional permanent bNoIn© of the overall structure Is the responsibility of the building designer. For general gulaanee regarding lobrlaatlan, qually conhol, storage, delvery, election and bracing, consult CST-68 OualRy Standard, DSI.69 Bracing SpeeftaHon, and HIS-91 Handling lndolltna and Braatng Recommendation avolldble, from Truss PION Institute, 683 D'Onohlo Drive, Madison, W163719. 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 Ja owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachcaC3other. a WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate h , Q joint and embed fully. Avoid knots and wane plates/a" from outside edge of c 0 o` 5 at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chords lacesP A length(+ 6" fromceatpanel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5, Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6, Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, For tabular plating formal refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7, Camber is a non-structural consideration and MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection, 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum pbting 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, 'rf 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 pints 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, installationTM CtNEL erection and of trusses, 0 1 M Mitek Holdings, Inc. FORM018,019 0 Job russ Truss ype ty y 14544579 R2879E CG2 ROOF TRUSS 1 1 Job Reference to tionaq sFebi eindustries, nc. u Feb 27 13:04:02age 1-0-01 5.9.13 I 11-2-2 i 16-10.0 1-0.0 5.9-13 54-6 5.744 a i 3x4= Scale: 1/4"-V wtwedge 5 2x4 a I s.00 12 2x4 II zxa 11 2x4 11 4 2x4 11 11 5xa II 2x4 If 3 e 2x4 11 2x4 11 2x4 11, II 2 xa II2 2x4117 5x8 s 3.00 52 2 2x4 118 1 2x4 1 I 8 2x4 11 3x4 r 5.9-13 1_1-2-2 I 16-100 5.9.13 5-4-6 5.7-14 Plate Offsets e LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.49 Vert(LL) 0.11 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.39 Vert(TL) -0.14 7-8 > 999 BCLL 0.0 Rep Stress Incr YES WB 0.64 Horz(TL) -0.03 5 We BCDL 10.0 Code FBC2001 1 st LC LL Min I/defl = 360 Weight: 105 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP N0.2D TOP CHORD Sheathed or 4-3-5 oc puffins, except end verticals. BOT CHORD 2 X 4'SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-8-8 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5-7 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 5 = 769/0-4.0, 2 = 872/0-8-0 Max Horz 2=602Uoad case 4) Max Uplift5=-549(load case 4), 2=-344(load case 4) FORCES (lb)- First Load Case OnlyTOPCHORD1.2=15, 2-3=-1925, 3-4=-1044, 4-5=-1038, 5-6=55 BOT CHORD 2-8 -1738, 7-8 =1732, 6-7 = 0 WEBS " ° 3-8 =110, 3-7 = -749, 4-7 =-397, 5-7 =1346 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h = 25ft; TCDL = 4.2psf; BCDL = 5.Opsf; occupancy category 11; exposure B; partially; MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail" 3) Gable studs spaced at 2-0-0 oc. 4) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 549 lb uplift at joint 5 and 344 lb uplift at joint 2. 6) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 5. 7 Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard Junaidie Budiman, Lic.M451 1 1 MiTek Industies, Inc. 14515 North Outer Forty Dr v Suite 300 Chesterfield, MO, 63017 Con., Y6634 WARMNO - Vw% destyrt pw ameterm and READ NOTES ON TM9 AND REVERSE SIDE EEIroRE USE. • • Design valid for use only with MiTek connectors. This design k based only upon parameters shown, and k lot an individual building component to be Installed and boded Vertically, Appp2ablllty of design parameters and proper kxxxpotatbn of component Is tesponsiNHly of building designer - not trust designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary btacing to Insure stability during construction Is the responsibility of the erector. Additional permanent bibckng of the overall structure It the responsibility of the building designer. For 9enstal guidance regarding fabrication, quality control, storage, detvery, election and bracing, consult OST•88 Quality standard, 081-89 sracling specification, and HIS-91 MiTek® HandlingInstallingandstooling "commerm"lon available from Truss Plate Institute, $83 D'Onofrb Delve, Madison, Wl63719, Symbols PLATE LOCATION AND ORIENTATION 13A ' * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 Q 0 For 4 x 2 orientation, locate plates I A" from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the Mitek/Gang-NaB Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 x 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 4011" continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING nA Indicates location of joints at which bearings (supports) occur. M1Teke PANEL TM CLIP FORM018,019 Hymawpo General Safety Dotes Failure to Follow Could Cause Property Damage Or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Plaee plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices Of /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 0 1993 Mitek Holdings, Inc. lob russ Truss Type ty y 14544580 R2879E CGAB ROOF TRUSS 1 1 Job Reference to Bona) sFebMiTek Inc. u Feb 27 13:04:03age 5.10.8 1 11-2.8 1 16.10-0 1-0-0 5.10.8 5-4-0 5.7-8 2x4 11 Scale = 1:53.8 11 20 II 10 2x4 11 9 6.00 12 2x4 11 8 2xa 11 7 2x4 I I 6 2xa II 5 5x6 4 3 2 1 3x4 = 20 19 18 17 16 15 14 13 12 2x4 II 2x4 11 2x4 11 2x4 11 2x4 11 3x4 = 2x4 11 2x4 11 2x4 If 8.6.8 f 16.10-0 8-e-8 8-3.8 IPlate sets ,13:0-3-0,0-3-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.08 Vert(LL) n/a We M1120 249/190 TCDL 7.0 lumber Increase 1.33 BC 0.03 Vert(TL) 0.00 1 >999 BCLL 0.0 Rep Stress Incr NO WS 0.14 Horz(TL) -0.00 20 n/a BCDL 10.0 Code FBC2001 Matrix) 1 at LC LL Min I/defl = 360 Weight: 111 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc puffins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-0.0 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 10.12 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 12 = 89/16-10-0, 2 = 210/16-10-0, 13 = 187/16-10-0, 14=183/16-10-0, 16=183/16-10-0, 17 - 188/16-10-0. 18 = 191/16-10-0, 19=173/16-10-0, 20=242/16-10-0 Max Harz 2=597(load case 4) Max Uplift12=-58(load case4), 13=-124(load case 4), 14=-13911oad case4), 16=-134(load case 4), 17=-131(load case 4), 18=-134(load case 4), 19=-126(Ioad case 4, 20=-165(load case 4) FORCES Ob) - First Load Case Only TOP CHORD 1-2- 33, 2.3=37, 3-4=-39, 4-5=33, 5-6=32, 6-7=32, 7-8=32, 8.9=32. 9-10=24, 10-11 =-9, 10-12--75 BOT CHORD 2-20- 6, 19-20=-2, 18-19=-21 17-18--2, 16-17=-2, 15.16=-2, 14-15-1, 13-14=1, 12-13=1 WEBS 9-13=-146, 8-14=-150, 7-16=-148, 6-17=-148, 5.18=-150, 4-19--140, 3-20=-184 NOTES 1) Wind: ASCE 7- 98 per FBC2001; 120mph; h = 25ft; TCDL = 4.2psf; BCDL - 5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Standard Gable End Detail" 3) Gable requires continuous bottom chord bearing. Gable studs spaced at 2.0-0 oc. 5) Provide mechanical connection ( by others) of truss to bearing plate capable of withstanding 58 lb uplift at joint 12, 124 lb uplift at joint 13, 139lb uplift at joint 14, 134 lb uplift at joint 16, 131 lb uplift at joint 17, 134 lb uplift at joint 18, 126 lb uplift at joint 19 and 165 lb uplift at joint 20. LOAD CASEIS) Standard Junaidie Budiman, Lic,g451 I V MiTek Industies, Inc. 14515 North Outer Forty Driv Suite 300 Chesterfield, MO, 63017 Cert.#6634 O WARIIfIM - Ver(& daaign parosntt era and REAL) MOMB ON THIS' ANDR6 VZW0 BIDE BEFORE fl86. rnmesnno 4) Deslgn valkl for use only with MRek connectors. this design Is based only upon paramefers shown, and Is for an Individual building component to be Installed and loaded verflaaRy. Applicability of design parameters and proper hoorpoiatlon of Component Is responsibility of bulding designer •'not truss designer. Bracing shown It for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction b the responslblllty at the electaf.. Addlflarral perman of bNeIng of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consu5 OST•68 Quality Standard, DSI-89 Bracing SpeoMloahan, and NIS•91 MiTek® Mandlina brstallints and Bracing IlecommendallanavollablefromTrussPlateInstitute, 583 D'Onobbw Drl, Madison, W163719. 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. A„ ys" a 0 For 4 x 2 orientation, locate plates/e" from outside edge of otrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required 4e continuous lateral bracing. BEARING VnA Indicates location of joints at which bearings (supports) occur. FOR1018,019 Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA HUD/FHA ICBO SBCCI WISC/DILHR 86-93, 85-75, 91-28 TCB 17.08 1591, 1329, 4922 87206, 86217, 9190 870040-N, 930013-N, 910080-N G El MTeko MVMO,AM 0 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 o at 14 panel length(' 6" from adjacentjoint.) 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 pudins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, TU erection and installation of trusses. PANEL CLtP © 1993 Mitek Holdings, Inc. Job russ Truss ype ty y 14544581 R2879E CS ROOF TRUSS 1 1 Job Reference to tional) sFebr e industries, nC. u Feb 27 13:04:04age I 5 9 11 11-2-0 14-0 0 1-0-0 5-9-11 4x8 I I Scale=1:34.8 4 4x10 5 6.00 F12 2x4. 1$ d 3 I I 2x4 7 2 3x4 d 3.00 12 2x4 11 IN 81 3x4 = 2x4 ZZ 7-4-15 , 14-9.0 7-4-15 7-3-1 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.35 Vert(LL) 0.08 2.7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.40 Vert(TL) -0.12 2-7 >999 BCLL 0.0 Rep Stress Incr YES WB 0.25 Horz(TL) 0.03 8 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/defl = 360 Weight: 84 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-9-5 oc purlins. BOT CHORD 2 X 4 SYP No,2D BOT CHORD Rigid ceiling directly applied or 6-4-5 oc bracing. WEBS 2 X 4 SYR'No.3 REACTIONS (lb/size) 2=77510-8-0, 8=662/0-3-8 Max Horz 2 = 340(load case 4) Max Uplift 2=-383(load case 4), 8=-328(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=29, 2-3=-1736, 3-4=-1376, 4-5=76 BOT CHORD 2-7 =1509, 6-7 = 619 WEBS 3- 7=-357, 4.7=807, 6-8=-662, 5-6=-78, 4-6=-701 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 perFBC2001; 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) 2, 8 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 383 lb uplift at joint 2 and 328 lb uplift at joint 8. LOAD CASE( S) Standard Junaidie Budiman, Lic.1/451 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert.#6634 WARMNO - ve ft design parasnst:e e and RMW NOTISa ON TWS AND ttEVZRSX SWR RZP0XX vacs ••,• ® Design valid low use only with Mifek Connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsbNdty of budding designer - riot truss designer. Bracing thrown Is lot lateral support of Individual web members only. Addltbnal temporary bracing to Insure stability during construction Is the responsibility of the erector; Addltlonal permanent brbclrrg of the overall structure Is the responsibility of the budding designer. For general guidance regarding fabrication, quality conhot storage, delivery, election and bracing, consult OST-88 Quality standard, DSI.89 tracing Specification, and Hlt-91 Handling Installing and Iraeft Recommendation avoloWe from Dun Plate Institute. 583 D'Onohb Drive, Madison, WI53719, MiTek® Symbols PLATE LOCATION AND ORIENTATION 13i. *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 For 4 x 2 orientation, locate 0 U plates 1/8" from outside edge of a truss and vertical web. 00 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 Mffek/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 oel' continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING nA Indicates location of joints at which bearings (supports) occur. Id! MiTeke General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at IA panel length(' 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. WM 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. FORM016,010 OfYMMA/R Job fuss Truss Type ty R2879E FG ROOF TRUSS 1 2 14544682 Job Reference to onaI ACCU-SPAN, , sFebt o industries,Inc!. u Feb 27 13:04:05 200 Page 3-9-7 7.3.8 10-9-6 I 12-as 18-5.7 ( 204" i 3-9-7 3-5.15 3.5.15 2-0-1 3.8-1 3-11-9 Scale = 1:34.3 2x4 II 30 = 7x8 = 300 = 30 = 3x4 = 4x8 = 1 2 3 45 6 7 Lzi 13 12 0 0 9 0 3x8 = 3x4 = 3x10 = 7x8 = 5x6 = 3x4 = 2x4 II 3- 9-7 7-3.6 10-9-0 10,9.5 12-9-0 12,9.8 16-5-7 T 20-5-03- 9.7 3.545 3-5-10 0-" 1-11-11 0-0.8 3-8-1 3-11.9 Plate Offsets LOADING ( psf) SPACING . 2-0-0 CSI DEFL in (Ioc) 1/defl - PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.76 Vert(LL) -0.04 13 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.37 Vert(TL) -0.07 13 >999 BCLL 0.0 Rep Stress Incr NO WS 0.58 Horz(TL) 0.02 8 n/a BCDL 10.0 Code' FBC2001 1 st LC LL Min Well = 360 Weight: 271 lb LUMBER BRACING TOP CHORD 2 X 6 SYP°No.2ND TOP CHORD Sheathed or 6-0.0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SYP No.3 *Except* 3- 13 2 X 4 SYP No.21), 4-12 2 X 4 SYP No.2D REACTIONS ( lb/size) 14=4939/0-3.0, 8=3357/0.3-0, 10=4402/0-3-0, 11 =807210-4-1 (input: 0-3-0) Max Upliftl4=-1764(load case 2), 8=-1200(load case 2), 10=-1567(16ad case 2), 11=-2889(load case 2) FORCES IIb1 - First Load Case Only TOP CHORD 1-14=-1842, 1.2=0, 2-3=-4244, 3-4=-3417, 4-5=2213, 5-6=1445, 6-7=-2017, 7-8=-3319 BOT CHORD' 13-14=4244, 12.13=3417, 11-12=-2213, 10-11 =-1445, 9-10=201718-9=-0 WEBS 2- 14=-5233, 2.13=-550, 3-13=1035, 3-12=-4159, 4-12=7041, 4-11--7013, 5-11=-1264, 5-10=-1869, 6-10=- 4257, 6.9=-1313, 7-9=2448 NOTES 1) 2- ply truss to be connected together with 10d Common(.148"x3") Nails as follows:' Top chordsconnectedasfollows: 2 X 4 - 1 row at 0-9-0 oc, 2 X 6 - 2 rows at 0-6-0 oc. Bottom chords Connected as follows: 2 X 4 - 1 row at 0-9-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable and zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL-1.33. 3) Provide adequate drainage to prevent water ponding. 4) WARNING: Required bearing size at joints) 11 greater than input bearing size. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1764 lb uplift at joint 14, 1200 lb uplift at joint-8, 1567 lb uplift at joint 10 and 2889 Ib uplift at joint 11. LOAD CASE( S) Standard 1) Regular: Lumber Increase = 1,33,Plate Increase 1.33 Uniform Loads ( plf) Vert: 1- 7=-1012.0, 8-14=-20.0 Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cart. #6634 WARIVING - Vert& desiWai pssrssnsstere and iR&W xf3MS ON THIS AND AB VZRSZ SWE BZIMRib USX. ••• ® Design valid tof use only with MiTek connectos. This design Is based only upon parameters shown, and Is for an IndNWuai building component to be installed and boded vertically. Applicability of design patameten and proper Inoopodtfon of component Is respon"y of building designer - not huts deslgnet. Bracing shown R f01 lotera) support of Individual web members only. Additional lempoory bracing to Insure slablNly doing construction Is the tesponsbllsy of the erects; Additional pstmanent brlacM of the overall shuctuts, I the responsibility of the building designer. For general guidance regoldkng fobrbation, quality control, storage, delivery, erection and bracing, consuit OST-lit Quality Standard, 036.89 Bracing Speclflcalbn, and HIS-91 Handling Inatoiitna and Braeft Recommendation available from Trun Plate Institute, 583 D'Onoeb Dnlve, Madison, W153719, MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 4110- t3/. *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches, Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. 1/8„ J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2, Cut members to bear tightly against each other. a WEBS J5 a: 3. Place plates on each face of truss at each For 4 x 2 orientation, locate a:joint and embed fully, Avoid knots and wane plates/a" from outside edge of 0 o_ a at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chordsplices 1 at /4 panel length(+ 6" from adjacent joint,) ceC6BOTTOM CHORDS Thissymbolindicatesthe5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, For tabular plating formal refer to the AROUND THE TRUSS STARTING AT THELOWEST JOINT 7. Camber is a non-structural consideration and MiTek/ Gang-NaB 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 puriins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/ DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARINGothersunlessshown. nA Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. MTek® 15. Care should be exercised in handling, PANEL TM CU erection and installation of trusses. 1" 3 Mitek Holdings, Inc. FORM018, 019 A PO,A/A® Job ruse Truss Type ty y 14544583 R2879E J ROOF TRUSS 6 1 Job Reference (o tional) s e i e n ustt es, nc. u Feb Z7 13:04:U5age 7-GO — - — —J 1-0-0 7.0-0 3 Scale = 1:20.5 6.00 12 2 4 2x4 = r 7-0-0 —•--I 7-0-0 LOADING;(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL °30.0 Plates Increase 1.33 TC 0.67 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.17 Vert(TL) -0.25 1 > 58 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 360 Weight; 24 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3=242/Mechanical, 2=418/0-4-0, 4=68/Mechanical Max Horz 2-2481load case 5) Max Uplift3--260(load Case 5), 2=-137(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=34, 2-3=88 BOT CHORD 2-4=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 260 lb uplift at joint 3 and 137 lb uplift at joint 2. LOAD CASES) Standard Junaidie Budiman, Lie:*461 I i 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert.N6634 WARNING - Vrr' fj/ doaiyn pamaiwten and BRAD 1 OMS ON THIS AND ANVIMM BIDE 88PORE UBb. 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. Applicability of design parameters and proper Incorporation of component It fesponslbisly of building designer - not truss designer. Bracing shown is fot lateral support at Indivival web members only. Additional temporary bracing to Insure stablitty during construction Is the responsiblltty of the *nectar. Additional permanent bracing of the overall structure Is the responslbMly of the building designer. For general gukionceregardingfobrkcatlon, quality co nhol, storage. delivery, erection and bracing, consull QST-86 Quality Standard, DSI.89 Bracing Specification, and 11,13-911 Nandling hnstalNM ® naandBracingRecommendationavailablefromTrussPlateInstitute, 593 D'OnoOto DI. Madison, WI63710, Symbols PLATE LOCATION AND ORIENTATION 13A * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. A„ ,4„ T 0 Cr O For 4 x 2 orientation, locate 7: plates I/a" from outside edge of otrussandverticalweb. I. This symbol indicates the required direction of slots in connector plates. For tabLdar platMg format refer to the Welk/Gang-Nall! Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 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, 86-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING nA Indicates location of joints at which bearings (supports) occur. MTek® PANEL TM CLIP FORM018,019 MTrRCJWR® General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury i . Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at 1/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, ff no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 01 M Mitek Holdings, Inc. IR2879E 1,11 (ROOF TRUSS 18 (1 I 14544584 44V'JfNIV^In, LVIYV YYVVV, I'L, IIIYI L.VW J GY V CVVJ IY1116n IIIVYJY IO;, IY. I 20 11 1-6-0 aI 1.0'0 1.6.0 Scale a 1:7.0 t-6-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.07 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumbar Increase 1.33 BC 0.00 Vert(TL) 0.00 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(TL) 0.00 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/defl = 360 Weight; 7 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-6-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10`0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size). 2=143/0-4-0, 4=62/Mechanical Max Horz`2=84(load case 4) Max Uplift 2 - -90(load case 4), 4=-46(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2 =17, 2-3 = 0 BOT CHORD 2-4=0 WEBS 3-4=-49 NOTES 1) Wind; ASCE 7-98 per FBC2001; 120mph; h-25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL-1.33 plate grip DOL-1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanicah connection (by others) of truss to bearing plate capable of withstanding 90 lb uplift at joint 2 and 46 lb uplift at joint 4. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 Miiek Industies, Inc. 14515 North Outer Forty Dr I Suite 300 Chesterfield, MO, 63017 Cert. #6634 Awarur M - ve, fy dsisr sp parameters and PJLW NOMS ON THIS AND tit MMM =Z BZMAC vela. •• •* rm Design valid for use only with Mitek connecton. this design is based only upon parameters shown, and Is 1ol an Individual building component to be Installed and looded vertically. Applicablilty of design parameters and proper Incorporation of component Is tespon"y of building designer - not truss designer. &acing shown Is far lateral support at Individual web members only, Additional temporary bracing to Insure stability during conshuctlon Is the iesponsiblBty of the erector. Additional permanent brisci g of the overall structure Is the IesponslbWly at the building designer. For general guidance regarding tabrlcallon, quality control. slolage, de"ry, erection and bracing, conisull OST•SS Outallly Standard, OSB-89 Bracing Specification. and H1B-91 M Tek Handling Installing and Brockv Recommendallan available from Truss Plate Institute, 50 D'Onofrb DIWe. Madison. WI $3719, 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. s', J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2, Cut members to bear tightly against eachC' Q other. WEBS J5 a:3. Place plates on each face of truss at each for 4 x 2 orientation, locate i , , ; Q joint and embed fully. Avoid knots and wane plates I/8" from outside edge of O a at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chordssplicesPatI/4 length(+ 6" fromrdbc, C, panel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J 1 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 LEFTTO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, sue and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots, BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, oe", unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. nA Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional Mi FTek® engineer. 15. Care should be exercised in handling, TM ELPAfItV erection and installation of trusses. IM Mitek Holdings, Inc. FORM018,019 HYMMAIRO Job russ Truss Type ty y 14544585 R2879E J3 ROOF TRUSS 9 1 Job Reference (o tionall s e t o n ustries, nc. u Feb 27 113:04:07 2003 Page t-0-0 3-0-0 1-0.0 3-0-0 Scale = 1:10.3 6.00 F12 2 1 4 3-0-0 3-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.10 Vert(LL) n/a n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) -0.01 1 > 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/dell = 360 Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Iblsize) 3=82/Mechanical, 2=242/0-4-0, 4=28/Mechanical Max Horz 2=113(load case 5) Max Uplift3'-'-105(load case 5), 2=-119(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2 = 34, 2-3 = 30 BOT CHORD 2-4=0 NOTES 1) Wind: ASC€ 7.98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 105 lb uplift at joint 3 and 119 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cart. #6634 A WAPJMG - Vero dwaign paranwlsttry and READ NOTES ON THIS AND RRV== SIDS 88MR6 LW C. 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. Applicability of design parameters and proper WwAxporatlon of component is responsiblity, of building designer - not puss designer. Bracing shown is tot lateral support of kWNklual web member only. Additional temporary bracing to Insure stablilty during construction is the responsibility of the erector. Addillonal permanent bibckp of the overall shuctwe is the responsbWly of the building designer. For general guidance regarding tabrbatbn, quality control, storage. de3yery, erection and bracing, consul OST-e/ Quality standard, 031-89 Bracing Specification, and HI •91 Handling InstalSnm pandBracingRecommendationavailablefroTrussPlate Institute, 683 D'Onoab DrNe, Madison, W I63719. MiTek® Symbols Numbering System AGeneral Safety dotes 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. 4 J2 J3 J4 owner and all other interested parties.. 81, TOP CHORDS 2, Cut members to bear tightly against eachacsother. O WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate a joint and embed fully. Avoid knots and wane plates/a" from outside edge of d o 4. at joint locations. truss and vertical web. a Unless otherwise noted, locate chords licesIP ce C, o at /4 panel length(+ 6" from adjacent joint,) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. For tabular plating format refer to the Mftk/Gang-Nail Joint/Plate Placement Chart. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. second dimension is the length parallel to slots. BOCA 86-93, 85-76, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING nA Indicates location of joints at W which bearings (supports) occur. ME MTek® PANEL TM CUP FORM016,019 HVIMO, IR(9) 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. lob Truss Truss ype ty y 14544586 R2879E K ROOF TRUSS 3 1 Job Reference ( Banal) sFebI e n ustr es, u Feb 27 13:(9:07age 1-0.0 6 0-0 3 Scale: 3/4'=1' a.o0 12 2 t 4 2x4 = 5-0-0 5-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (Ioc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.33 Vert(LL) n/a n/a M1120 249/190 TCDL 7.0 Lumber Incrbase 1.33 BC 0.09 Vert(TU -0.09 1 > 171 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TU -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/deft = 360 Weight: 18 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3=1`65/Mechanical; 2=327/0.4-0, 4=48/Mechanical Max' Horz 2 = I800oad case 6) Max Uplift3==183(load case 5), 2=-125(load case 4) FORCES (lb) - First Load Case OnlyOPCHORD1.2=34, 2-3=60 BOT CHORD 2-4=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 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 183 lb uplift at joint 3 and 125 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic.#461 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert.#6634 0WAR1 M • Ver'W deal" pararaetery and READ N07-E9 ONTHIS AMD RBVSRSS SIDE BEFORE UST. r Design valid for use only with Mlfek connectors. this design is based only upon parameters shown, and Is for an Indivklual building component to be Installed and boded vertically. Applicability of design patameten and proper Incorporation of component It responsJaNty of building des"# - not Truss designer, Wooing shown Is for lotetal support of Individual web members only. Additional temporary bracing to Insure stabNay during construction Is the responslbllHy of the emctol. Additional permanent brbckng of the overall shuctute Is the tesponsRNNly of the building designer,eForgeneralguidance, regarding tabiloo9m, quality contrat storage, delivery. efectbn and bracing, consull G6t.fle cuaaly slanda d, 081.89 Bracing Spe llIcatbn, and HI.1-oMiTek® Handling Instaltina and Hrackv Recommendationavailable from Trust Plate Institute, $93 D'©nohb Drive, Madison, wl a3710. Symbols Numbering System AGenerai Safety Motes 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 Ja owner and all other interested parties.. TOP CHORDS 2, Cut members to bear tightly against eachc2C3 other. o WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o _ 0 Cr and embed fully. Avoid knots and wane lcplates I /s" from outside edge of 0 a = at joint locations. truss and vertical web. o a o 4. Unless otherwise noted, locate chord splices 1Aat 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 formal refer to the AROUND THE TRUSS STARTING ATTHE LOWEST JOINT 7. Camber is a non-structural consideration and Wek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 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 puriins 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, of less, if no ceiling is installed, unless otherwise noted. SBCCf 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. nA Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or after truss member or plate without prior approval of a professional MiI11T ekeengineer. 15. Care should be exercised in handling, TM PANEL erection and installation of trusses. C 1"3 Mifek Holdings, Inc. CLIP FORMOIs, ol° H=R0.A/R@ Job rus Truss Type ty y 14644587 2879E K1 ROOF TRUSS 1 1 Job Reference 1 tiona1) s e t o n ustrles, no u Feb 27 13:04:08age 6-0-0 5-0-0 2 Scale = 1:15.7 6.00 12 1 3 20 = 5-0-0 5-0-0 LOADING-'Ipsf1 SPACING 2-0-0 CSI DEFL in (Ioc) 1/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.34 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.09 Vert(TL) -0.03 1-3 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min Udell = 360 Weight: 16 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.21) TOP CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD 2 X.4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1- 224/0-4-0, 2 =177/Mechanical, 3 =48/Mechanical Max Horz 1 - 1690oad case 5) Max 'Uplift I--730oad case 5), 2=-185(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2-66 BOT CHORD 1-3=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 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 73 lb uplift at joint 1 and 185 lb uplift at joint 2. LOAD CASES) Standard Junaidle Budiman, Lc.#451 1 MiTek Industles, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert.#6634 A WARM O - Verjf jl d*Wrs paratmNtters and RVAD NOMS ON TIQS AND MVZM BIDE RRMA6 Cr86. 4D Design void for use only with MRek connectors, Thk design k based only upon porameten shown, and k for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper ircolporallon of component Is responsbtlty of building designer - not truss designer. Bracing shown k fig lateral support of Individual web members only. Additional temporary bracing to Insure slabWty during construction Is the responsbulty of the erector. Additional permanent brlat of the overall structure k therespomblWy of the building designer. For general guidance regarding lobilcallon, quality conhol, storage, delivery, erection and bracing, conwR OST-BB Quality Standard, 081.89 Bracing Specification, and HIN-91 Handling InNolling and Ilroci g Recommendation available from Truss Plate Institute, 683 D'Onohb Drlve, Modkon, W I $3719. e7s Symbols Lumbering System A6eneral Safety Notes PLATE LOCATION AND ORIENTATION Failure t0 FOIIOW Could Cause Property t3/. * Center plate on joint unless Damage Or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. r TOP CHORDS 2, Cut members to bear tightly against eachc2Q other. o WEBS J5 Q 3. Place plates on each face of truss at each For 4 x 2 orientation, locate' 0 - , ; Q joint and embed fully. Avoid knots and wane plates I/s" from outside edge of c 0 a at joint locations. truss and vertical web. 0 4. Unless otherwise noted, locate chords ices at I/4 len th + 6" fromcec? F panel adjacent oint. g (_ 1 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 LOWEST JOINT 7, Camber is a non-structural consideration and MITek/Ganq•Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicuk3r 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 puriins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design, Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer, 15. Care should be exercised in handling, TM PANEL erection and installation Of trusses. IM Mitek Holdings, Inc. FORM018,019 AWORMAIN O r,. ob Truss Truss ype ty y 14544588 R2879E L ROOF TRUSS 3 1 Job Reference to .banal) Va—ge-1sereIndistres, no, u Feb 27 13:04:03 2003 1- 0•0 3-0-0two 3-0.0 Scale = 1:10.3 6. 00 F12 2 f 4 2; 44 30-0 3-" LOADING ( psf) SPACING 2-0-0 CSI DEFL in Iloc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.10 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1,33 BC 0.03 Vert(TL) -0.01 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st', LC LL Min I/defl = 360 Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No2D TOP CHORD Sheathed or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS Ob/size) 3-82/Mechanical, 2=242/0-4-0, 4=28/Mechanical Max Harz 2-113(load case 5) - Max Uplift3=-105(load case 5),`2=-119(load case 4) FORCES ( lb) - First Load Case Only TOP CHORD 1-2=34,`2-3=30 BOT CHORD 2-4=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; It - 25ft; TCDL = 4.2psf; BCDL = 5.Opsf; occupancy category II; 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 105 lb uplift at joint 3 and 119 lb uplift at joint 2. LOAD CASEIS) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cart.# 6634 WARMNO - Vtrft design paraesetere and R&W NOMB ON =8 AND RBYZMWSM BRIKIRE VM Design valid tot use oMy with MiTek connector&. this design Is based only upon parameters shown, and Is far an Individual building component to be Instaped and loaded vertically. Applicability of design parameters and proper Incorpotatlon of component for iesponsiblity of building designer - not touts designer. Bracing shown Is for lateral support of IndNldual web members Only. Additional temporary bracing to Insure stablity during consttuctlon Is the responsibility of the erector; Additional permanent bNoIng of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality conaol6 storage, delivery, emotion and bracing, consuB CST-44 Quality Standard, DSI-89 Bracing Specification. and HIS-91 Handling Indalllna andflowing Recommendation avollable from Truss Mate Institute, 683 D'Onohb Dilve, Madison, w153719, MiTek Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t I/. * Center plate on joint unless Damage Or Personal Injurydimensionsindicateotherwise. Dimensions are in inches, Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. 6 J2 J3 J4 owner and all other interested parties.. h TOP CHORDS 2. Cut members to bear tightly against each other. 0 WEBS 4 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 joint plates/a" from outside edge of U o a at locations. truss and vertical web. a o 4. Unless otherwise noted, locate chords lacesTP at /4 panel length(+ 6° from adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and M1Tek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT, is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection, PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and x perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, ff no ceiling is installed, 0$ 00 unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. nA Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, TM PANEL erection and installation of trusses. OO 1 M Mitek Holdings, Inc. CLIP FORM016,019 DA Job Truss Truss Type ty y 14544589 R2879E L1 ROOF TRUSS 1 1 Job Reference to tionaq sFebe n ustnes, nc. u eb 27 113:04:09 2003 Page 3-0-0 Sao Scale = 1:10.3 e.00 12 1 3 3a0 - -- - - - --—. 3-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (Ioc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.11 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.03 Ven(TU -0.00 1-3 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TU -0.00 2 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min 1/defl = 360 Weight: 10 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No,2D TOP CHORD Sheathed or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1 =130/0-4-0, 2 =103/Mechanical, 3 = 28/Mechanical Max `Horz 1=1'02(load case 5) Max Uplift 1 =-40(load case 51, 2=-110(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2 = 39 BOT CHORD 1-3=0 NOTES 1) Wind; ASCE 7-98 per FBC2001; 120mph; h-25ft; TCDL=4.2psf; BCDL-5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 40 lb uplift at joint t and 110 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert.#6634 A WARAWO - Ver'jfjf deaipnt paraateten and ROAD N=8 ON TWN AND REVERSE SIDE BEFORE USE. Design Valli for use only with MI1ek connectors. This design Is based only upon parameters shown, and k for an Individual bu/ding component to be Installed and loaded vertically. AppN¢ablilly of design parameters and proper Incorporation of component k iespons8>Nty of building destgn•r - not truss deslgnet. Bracing shown k for laterot support of Individual web members only. Additional temporary bracing to Irrsum stability during construction Is the responsibility of the erector. Additional permanent biboig of the overall structure Is the responst4ty of the building designer. For genrorol guidance regarding lobilcatbn, quality control, storage, delivery, Nectlon and bracing, consulf QST418 Quality Standard, DSB-89 Bracing Specification, and NIS-91 MHandlingInsdalllnaandBracingRecommendationavoBabiefromTrussPlateIntt#ute. M D'Onoalo DrNe, Madison, W153719. iTek 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.. 4 TOP CHORDS 2. Cut members to bear tightly against eachirc2C3 other. a WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i , ; Q joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of c 0 a _ at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chord splices at' /4 length(+ 6" frompanel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5, Unless otherwise noted, moisture content of required direction of slats 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 Mlrek/Gang-Nail Joint/Plate Placement Chart. FARTHESTTO 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 pk3ting requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9, Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, 001, unless otherwise noted, SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. nA Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional M Tek® engineer. 15. Care should be exercised in handling, PANEL TM CLIP erection and installation of trusses, 01 M Mitek Holdings, Inc. FORr018,019 Nrivaa "Re job russ I ruse I ype ty y 14544590 2879E M ROOF TRUSS 11 1 Job Reference lo' tional sFebt o industries, no. u Feb 27 1;3:04:09 2003-7-a—ge-1- 3 too t-0-0 1-0.0 1.0.0 Scale = 1:5.9 6.00 52 2 4 1.0.0 2x4 1-0-0 LOADING (sf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.07 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(TL) 0.01 1 > 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1 at LC LL Min I/defl = 360 Weight: 5 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No,2D TOP CHORD Sheathed or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 3'=-11 /Mechanical, 2=173/0-4-0, 4 =10/Mechanical Max Horz 2-60(load case 4) Max Uplift3'=-270oad case 5), 2=-127(load case 4) Max Grav 3 = 26(load case 4), 2=173(load case 1), 4 =10(load case 1) FORCES (lb) - First Load Case Only TOP CHORD 1-2 = 33, 2-3 = -40 SOT CHORD 2-4=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33, 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 27 lb uplift at joint 3 and 127 lb uplift at joint 2. LOAD CASEIS) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inca 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert.#6634 Q1vARN= - verft dee4npas niotere and RISAD lVwzs OH rms Amv RCv6Rax swa HEFORi um. ssaas® Deslgn vaNd tot use only wtlh Welt connectors. This design Is based only upon poiameten shown, and is lot an lndWuol bultding component to be Instow and boded vertically. ApplcabSRy of dedgn pa;ametets and proper Incotpotation of component Is tesponclblWy of buNdhg designs; - not truss dssigne;, Siccing shown is fa lateral support of IndNkival web members only. Additional lempotary bracing to insure dabilly dut" condructlon Is the tesponslbNlty at the wectot.. AddRbnal permanent btisaasg of the ovoiall shuctute Is the. ;esponsbOy of the buNdhg designs;. For genwol guidance tegwding bbilcaticn, quality conhol. storage, detwty, etectlon and blocing, consull QST-44 Quality Standard, DSI-89 IraoIng Specill atlon, and HIS-91 MandRnq Installing and In scIrM Recommendation avolable from Truss Plats Institute, $83 D'Onoeb Di". Modkon, W 153719. M !Te k® Symbols PLATE LOCATION AND ORIENTATION t/. * Center plate on joint unless dimensions indicate otherwise. Dimensions ore in inches. Apply plates to both sides of truss and securely seat. F- a 0 For 4 x 2 orientation, locate X plates I/d' 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 Ji J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating formal refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MITek/Gang-Nall Joint/Plat* Placement Chad. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Cr joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at 1A panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. PLATE $IZE 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 nA Indicates location of joints at which bearings (supports) occur. MiTeke 1M PANEL CUP FORM018,019 HYMMASR® 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. 01M M tek Holdings, Inc. 1 0 , Job russ I russ I ype ty y 14544591 R2879E M1 ROOF TRUSS 1 1 Job Reference (o tiona1) s Feb 6 2003 MiTekn ustnes, Inc. u Feb 27 13:04:10 2003—Pa—g—e—l- 2 1-0.0 6.00 52 Scale= 1:&9 1 d 3 1.0.0 Zx4 = 1-0-0 LOADING (psf) SPACING 2-0.0 CSI DEFL in hoc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.01 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(TL) -0.00 1 > 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 360 Weight: 3 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No2D TOP CHORD Sheathed or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYPNo.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1 =45/0-4-0, 2 = 35/Mechanical, 3 =10/Mechanical Max Horz 1-36fload case 5) Max Uplift =-13(load case 5), 2=-38(load case 5) FORCES hb) - First Load Case Only TOP CHORD 1-2 =14 BOT CHORD 1-3=0 NOTES 1) Wind; ASCE 7-98 per FBC2001; 120mph; h = 25ft; TCDL = 4.2psf; BCDL = 5.Opsf; occupancy category 11; exposure B; 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 13 lb uplift at joint 1 and 38 lb uplift at joint 2. LOAD CASEIS) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert.#6634 WAMWNO - VarW deal" pamawtom and READ NOTES ON TB7S AND RCVRM SIDS BEFORE VSX. Design valid foi use only with MRek connectors. This design is based only upon parameter shown, and is for an indWuol building component to be Installed and boded vertically. AppBcablilly of design poiamelen and proper incorporation of Component is responslbMly of building designer - not hues . designer. &acing shown is la lateral support of Individual web members only. Additional temporary biocing to Insure slabtlly duiing construction is the responslblllty of the ei"fol. Additional permanent biWing of the overall Nructum is the responsbNRy of the building designer. [or general guidance iegaiding fabrication. quality control, st iage, detvery, erection and bracing, consull 9ST-55 Quality Vandord, DSB-59 Bracing 11"cRkallon, and HIS-91 Handling Installing and Bracing RecoavailablebendallonavailablehornDunPlateInstitute, 593 D'OnoftDelve, Madison. Wl63719. MiTek® Symbols PLATE LOCATION AND ORIENTATION t3/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 Q For 4 x 2 orientation, locate 0 plates 1/8" from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. 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 LOWESTJOINT MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 x 4 perpendicular to slots. second dimension is the length parallel to slots, BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING nA Indicates location of joints at 9 which bearings (supports) occur. MTek® PANEL TM CLIP FORM018,014 OfMRO,AIR ® General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at /4 panel length(* 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised In handling, erection and installation of trusses. 1 M Mitek Holdings, Inc. b Truss Truss Type Oty Ply DR HORTON 2879 "E" ELEV. 14544592 3R2879E S ROOFTRUSS 2 1 optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Dec 17 2002 MiTek Industries, Inc. Mon Mar 03 11:48:01 2003 Page 1 5-0 5.2-5 9-10.13 1 5 0 5-2-5 4-8-7 4 j.StaM 7:20.2 4.24 12 3A G 3 2 1 r2x4 II 5 5 3.4 = 2.4 5-2-5 9-10-13 5.2-5 4-8-7 LOADING'(psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.49 Vert(LL) 0.04 6-7 >999 M1120 249/190 TCDL TO 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 Vdef1= 360 Weight: 42 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 9-0-2 oc bracing. WEBS 2 X4 SYPNo.3 REACTIONS (lb/size) 4=311/Mechanical, 2-523/0-5-11, 5=429/Mechanical Max Horz2=312(load case 2) Max UpliW-308(load case 5), 2=-235(load case 2), 5=-163(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, 5-6=0 WEBS 3-7=166, 3-6=-941 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33, 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) oftruss to bearing plate capable of withstanding 308 lb uplift at joint 4, 235 lb uplift at joint 2 and 163 lb uplift at joint 5. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) Vert: 1-2=-74.0 Trapezoidal Loads (plf) Vert: 2=4.4-to-4=-183.1, 2=0.0-to-5=49.5 Junaidie Budiman, Lic.#451 MiTek Industies, Inc. 14515 North Outer Forty Dr Suite 300 Chesterfield, MO, 63017 Cert.#6634 Design valid for use only with MRek connectors. Thisdesign Is based only upon parameters shown, and k lot an Indlvldual building component to be Installed and loaded verticolty, AppNGablilty of design parameters and proper Incorporation of component k responslbay of building designer - not two designer. Broclng shown k fo lateral support of Individual web members only. Additional tempoary bracing to Insure dobVMy during construction k the responsibility of the effector. Additional permonent brbcklg of the overaN shuctum k the responsbMV of the building designer. For general guidance regarding fabrication, quality controt stologe, delivery, erection and bracing, consult QST-88 Quality Standard, DSI.89 Bracing Specification. and MIN-91 MiTekHandlingInstallingandBfockqRecommendationovaNIrononTrussPlot* Institute, 383 D'©no9b Drive, Madison, W153719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. 4 TOP CHORDS 2. Cut members to bear tightly against each other. o WEBS J5 a:3. Place plates on each face of truss at each For 4 x 2 orientation, locate i Cr joint and embed fully. Avoid knots and wane plates I/a" from outside edge of 0 O a y at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chordsplices at / a panel length(* 6" from adjacent joint,) ceC, BOTTOM CHORDS Thissymbolindicatesthe5. Unless otherwise noted, moisture content of required direction of slots in Jt 18 J7 J6 lumber shall not exceed 19%at time of connector plates, fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular p1la in9 format refer to the AROUND THE TRUSS STARTING ATTHE LOWEST JOINT 7, Camber is a non-structural consideration and MiTek/ Gang-Nail Jolnt/Plate Placement Chart. FARTHEST TOTHE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection. PLATE SIB 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 continuouslateralbracing. 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 of BEARINGothersunlessshown. nA Indicates location of joints at 13. Do not overload roof or floor trusses with 9whichbearings (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, PANETM L CLIP erection and installation of trusses, 1993 Mitek Holdings, Inc. FORM016,019 NMRO,AIR® o ruse rues ype ty y 14544593 R2879E S1 ROOF TRUSS 2 1 Job Reference to tionag sFebf e n ustries, no. u Febage 20 11 15 0 I 2-1-7 -- 3 - 1 1-5.0 2-1-7 Scale = 1:6.9 4.24 FIT 2 4 2x4 11 2-1-7 217 LOADING (psf) SPACING 2-0-0 CSI DEFL in (Ioc) 1/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.15 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 NO WB 0.01 Horz(TL) 0.00 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/deft = 360 Weight: 9 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-1.7 oc purlins. BOT CHORD 2 X 4 SYP No,2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2.=134/0-5-11, 4=43/Mechanical Max Horz '2 = 50(load case 21 Max Uplift2 = -99(load case 2), 4=-22(load case 2) FORCES (lb) - First Load Case Only TOP CHORD 1-2 =17, 2-3 = 3 BOT CHORD 2-4=0 WEBS 3-4=-34 NOTES 1) Wind:-ASCf 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 09 Ib uplift at joint 2 and 22 lb uplift at joint 4. LOAD CASE(S) Standard 1) Regular: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1-2 = -74.0 Trapezoidal Loads (plf) Vert: 2=-1.2-to-3=-52.3, 2=-O.0-to-4=-14.1 Junaidie Budiman, Lic.#r451 1 1 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert.#6634 4&WARNING - ver{ jjf deefyn parameter: wW READ NOTES ON TIUS AND REVERSE SWZ BEFORE VSZ. Design valid for use onty with MRek connectors. This design is based only upon parameters shown. and Is for an Individual building component to be Installed and boded vertically. Applicability of design parameters and proper Incofporatlon of component It responsibility of bulding designer - not truss designer. Bracing shown k for lateral support of Individual web members only. AddRbnal temporary bracing to Insure stabltly during construction k the iesponsbRRy of the erector. AddIllonal permanent brarcing of the overall thuctum k the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consull QST48 OuaNly Standard, DSI.89 Bracing Specification, and NII-91 Handling installing and Bracing Recommendation available from Truss Plate Institute, $83 D'OnohbiveDr, Madison, W155719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure t0 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 the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. 8 J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachcaQ other. o WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate Q joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of o d y at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chordsplices IAlength(' 6" from ceatpaneladjacent joint,) BOTTOM CHORDS Thissymbolindicatesthe5. 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/Plats Placement Chart. FARTHEST TOTHE LEFT. is the responsibility of truss fabricator, General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, 0 no ceiling is installed, 4000unlessotherwisenoted. 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. nA Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur, stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MTek® engineer. 15, Care should be exercised in handling, installation PANEL TM CUP erection and of trusses. 1993 Welt Holdings, Inc. fORM018, 019 01MRO-AIRS job russ Truss Type Gly Y 14644594 1IR2879E S3 ROOF TRUSS 2 1 Job Reference (o tiona1) sFebeIndustries, no. u Feb 27 13:04:12age w 15-0 4-2-15 1.5.0 4-2-16 Is s 1:10.2 4.24 FIT 2 1 4 4-2-15 i 4-2-15 LOADING (psf) SPACING 2-0-0 CSI DEFL in poc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.19 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.04 Vert(TL) 0.06 1 > 366 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/defl = 360 Weight: 15 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-2-15 oc purlins. BOT CHORD 2 X 4 SYPsNo.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3-79/Mechanical, 2=224/0-5-11, 4=28/Mechanical Max Horz 2 - 65(load case 3) Max Uplift 3 = -88(load case 5), 2=-124(load case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1-2 = 35, 2-3 --30 BOT CHORD 2-4=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h-25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 88 lb uplift at joint 3 and 124 lb uplift at joint 2. LOAD CASE(S) Standard 1 Regular; Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1-2 = -74.0 Trapezoidal Loads (plf) Vert: 2=4.4-to-3=-78.5, 2=0.0-to-4=-21.2 Junaidie Budiman, Lic.#461 S1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cent.#6634 1VARNINO - verW desfgn paranwrtom and READ Ni res oN Two AND Rammu BIDE BEFORE OSa. Design vaild lot use only with MRek connectors. This design Is based only upon parameter shown, and Is lot on Individual building component to be , Installed and loaded vertically. Applicability of design potameten and propel lompotalkxn of component is fesponslbSSy of building deslpnet • not huss designer. Bracing shown It for Wtetal support of Individual w•b members only. Additional temporary bracing to Insure stability during conshuotion Is the responslbo"y of the etecto.. Additional petmanent bibokng of the overall shucluts k the responslbNlly of the building design*#. For general guidance tegarding lobtloatlon, quality conhol, sloiags, delivery, btectlxn and bracing, consult CST-aa Quality Standard, 03I.89 Stating Specification, and HIS-91 Handling Installing and Srdckng Recommendation available ham Truss Plate Institute, 593 D'Onoftlo Drlve. Madison, WI $3719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. fie„ J2 J3 J4 owner and all other interested parties.. 1A„ TOP CHORDS 2. Cut members to bear tightly against eachCI other. J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate ZC? joint and embed fully, Avoid knots and wane plates I/e" from outside edge of c O a y at joint locations. truss and vertical web. a 0 4. Unless otherwise noted, locate chords livesP1/ 4at panel length(+ 6" from adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 JS J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 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-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. Pk3te type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, 4e unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. nA Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. a 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, PANEL TM CL1P erection and installation of trusses. O 1993 Mitek Holdings. Inc. FORM018,019 on111G-t l MYORD-AIR 0 CD I CD I wko 1 ALLBEARINGWALLSTOBEPLACEDI _ HUS26 rl c; Ti c E! ! REVIEW ALL SPAN DIMENSIONS--BRG. WALLS I PRIOR TO SETTING TRUSSES.. ii :`! "> HGUS26-2 iENiGNEERED DRAWINGS--LOADING--PITCH AND OVER/HANGSi L - - — - - WALLS SHOWN ARE TO BE BEARING.. d SPC.HGR SIGNED APPROVAL: X JOB NUMBER: DR2879E DATE: 6-28-02 PITCH: LOAD: SHINGLES CCU SPAN CUSTOMER: DR HORTON 6. H: 12" 407- 321-1440 BY: T.H JOB NAME: 2879 "E" ELEV.,.--_ BRG. BLOCK 23-2-0 i I — — U i E3 T2 1 I T2Ijw id w I TT2' iI fI0i- — -- — ---- cy- T2' . FLOOR TRUSSES TO BE o T2 c J U-) 8-0-0 B R G • — — ---—_ --- — -- — IK T 2W T. o 1 i I T2# CD I 1- 1 i I NOTE: PLACEMENT MAY VARY -----^--- -----T19-_ DUE TO FIELD CONDITIONScu I A/C PLUMBING ECT• w ----- T19_. SEE INSTALLATION GUIDE — —Lj ----_ i ra T 19 1 G i T 19 E 19-8-0 TRIM IT FLOOR SYSTEM IH-p51INO' ALL BEARING WALLS TO BE PLACED I ; L. 1 PLY HGR. ICTIC E! REVIEW ALL SPAN DIMENSIONS--BRG- WALLS PRIOR TO SETTING TRUSSES.. IJ' L 2 PLY HGR. :ENIGNEERED DRAWINGS--LOADING--PITCH AND OVER/HANGSI L— - - — -WALLS SHOWN ARE TO BE BEARING.. - - Jd d 3 PLY HGR. L SIGNED APPROVAL: X j JOB NUMBER: DR2879D DATE: 7-2-01 CU SPAN CUSTOMER: D.R. HORTONA407-321-lt% BY:T.H JOB NAME:2879 W ELEV.c3 Permit # - C 7 . •' Job Address:- 1 Description ofWork; Historic District: _ CITY OF SANFORD PERMIT APPLICATION Date: Zoning: Value of Work: S_ Permit Type: Building Electrical Mechanical "f Plumbing Fire Sprinkler/Alarm Fool 1 Electrical: New Service — # of AMPS Addition/Alteration Change of Service Tempor'bry Pole - Mechani* Residential Non -Residential Replacement New (Duct Layout & J;nergy CaIF. Required ) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/ New Residential: # of W41e Closets Plumbing Repair— Residential or Commercial Occupancy Type: Residential t" Commercial Industrial Total Square Footage: Construction Tyne: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for ww) fb,,-p X) Parcel t1: (Attach Proof of Ownership & Legal Description) n - - Owners Name & Address:' Phone: Contractor Name &Address: a p^ q g} USSO yateLicenseNumber:13W 2448 03Phone & Fax:LAZE MARY m c m L A= Bonding Company: Address Mortgage Lender: Address: Architect/ Engineer: Address: Phone: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has cornmem-W pi ioi u, III(-, issuance of apermit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER' S AFFIDAVIT: 1 certify that all of the foregoing information is accurate and that all work will be done in compliance with all applcable 1:: r;. ) r yai;;ring construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMM ENCElv1ENT MAY RESULT TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER Ok 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 thc. public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agenrirs, m h(kc :1 ,LCjicies. Acceptance of permit is verification that 1 will notify the owner of the property of the requirements of Florida Lien Law, FS1113. DEC 2 6 Z093 Signature ofOwtter/ Agent Date SienaiurVEC'ont yctor/Agent - Date ROBERT G. DELL6 R USCYO Pnnt Owner/ Agent's Name Signature of Notary -State of Flonda Date O„ner/ Agent is Personal), <no„n to Me or Produced ID — VI'L A I ION APPIWVEDBY Bldg: Initial & Date) Zoning. Pn t Contractor y ent's Na ie i V _ DEC 2 6 2003 Sitnature of - Y-Stale-of I-lonoa Date y' Contractor/ Ae:-::- s _ Personai,, Known to Me or Producrc .;> Lr :: es FD: _ Ininal & Date) ( Initial & Date) (hr,nal & Dal: a cii, i .uuluions