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Home My WebLink About312 Appaloosa Ct - BR03-002646 - SFRPERMIT ADDRESS CONTRACTOR ADDRESS D R Horton 6250 Hazeltine Nat'l Dr #102 Orlando, FL 32822 407)857-9101 CBC 055300 PHONE NUMBER PROPERTY OWNER C- ADDRESS PHONE NUMBER l r ELECTRICAL CONTRACTOR /` MECHANICAL CONTRACTOR r, PLUMBING CONTRACTOR , r` n^ MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR FEE PERMIT NUMBER FEE SUBDIVISION PERMIT #E)l •4)k&%U DATE • "a PERMIT DESCRIPTION Thgf'Qmp, PERMIT VALUATION % SQUARE FOOTAGE 01 ckka-- CERTIFICd,TE OF OCCUPANCY / COMPLETION This is to certify that the building located at 312 APPALOOSA CT for which permit 03-00002646 has heretofore been issued on 9/03/03 has been completed according to plans and specifications filed in the office of the Buildin ffi ial prior to the issuance of said building permit, to wit as 1 omplies with all the building, plumbing, e ectric6il, zonint and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No DATE APPROVAL BUILDING: Finaled ZONING: Inspected UTILITIES: Water Lines In Q Meter Set Reclaimed Water FIRE: Inspected Sewer Lines In Sewer Tap ENGINEERING: Street Drainage Paved Maintenance Bond PUBLIC WORKS: Street Name Signs Street 5i Lights Storm Sewer Driveway Street Work DESCRIPTION WATER -SEWER IMPACT FEES 01-APPLCTN FEE -ELECTRIC 01-APPLCTN FEE -ELECTRIC 01-APPLCTN FEE -BUILDING 01-APPLCTN FEE -MECHANIC 01-APPLCTN FEE -PLUMBING 02-ENGNG DEVLPMT FEES 01-FIRE IMPACT - RESIDENT 01-LIBRARY IMPACT FEE FEES PAID DATE APPROVAL DATE AMOUNT 9/17/03 9/19/03 9/03/03 10/20/03 9/11/03 9/03/03 9/03/03 9/03/03 20.00 20.00 10.00 10.00 10.00 10.00 5 9 . 2 ' 54.00 CERTIFICR TE OF OCCUPANCY / COMPLETION PAGE: This is to certify that the building located at 312 APPALOOSA CT which permit 03-00002646 has has been completed according to office of the Building Official heretofore been issued plans and specifications orior to the issuance of permit, to wit as building, plumbing, electrical, zoning ordinances of the City of Sanford and regulations. STAFF APPROVAL complies and subdivision for on 9/03/03 filed in the said building with all the regulations with the provisions of these Subdivision Regulations Apply: Yes No 01-OPEN SPACE 01-POLICE IMPACT - RESID 01-RADON GAS TAX FEE 01-ROAD IMPACT FEES 01-RECOVERY FD/CERT. PGM. 01-SCHOOL IMPACT FEE WD IMPACT:SINGLE FAMILY SD IMPACT:SINGLE FAMILY 9/03/03 279.61 9/03/03 91.93 9/03/03 17.34 9/03/03 847.00 9/03/03 17.34 9/03/03 1384.00 9/03/03 650.00 9/03/03 1700.00 V70 OWNER BUILDING OFFICIAL / DAT f I CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION, LY SINGLE FAMILY RESIDENCE*** t~ i DATE: \ ^1 r-Q)y ~ `P I u PERMIT #: Q)': 0 0 1 0 `' 1 ADDRESS: ?:)\ a CONTRACTOR: I i I 1 I I I r l r l r I I I III111I 1 I 1 1 I 1 I I 1 I m i C i Lai LAJ i PHONE #: yy `-) - 8 :) a - (A 8 v 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 V 1_] Utilities CONDI1 Fire Zoning Licensing IF APPROVAL IS CONDITIONAL) I CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** DATE: \ - --) - o-I PERMIT #: ADDRESS: ?D\ CONTRACTOR: PHONE #: The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering Public Works Utilities Ole 0. 5 z"i &-7-T 03 Fire OZoning Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) lea CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** 1 U DATE: \ -- "- -Q:-,`-{ PERMIT #: ADDRESS:\ CONTRACTOR: P, ,Ac,, PHONE #: The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering ublic Works lmm Utilities Fire Zoning Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires December 31, 200: ELEVATION CERTIFICATE Important: Read the instructions on pages I.7. SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use: BUILDING OWNER'S NAME Policy Number D.R. HORTON BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 312 APPALOOSA COURT CITY STATE ZIP CODE SANFORD FL PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 84, BAKERS CROSSING, PHASE 2 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type): or ##.#####I NAD 1927 NAD 1983 USGS Quad Map Other: SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITYNAME & COMMUNITY NUMBER B2. COUNTY NAME B3. 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 EFFECTIVE/REVISED DATE B8. FLOOD ZONE(S) Zone AO, use depth of flooding) 1202890045 E 4/17195 4117/95 A 24.6 . B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. FIS Profile FIRM Community Determined ® Other (Describe): NEAL HILER ENGINEERING, INC. B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 NAVD 1988 Other (Describe): _ B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ® No Designation Date_ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Construction Drawings* Building Under Construction* ® Finished Construction A new Elevation Certificate will be required when construction ofthe building is complete. . C2. Building Diagram Number 1(Select the building diagram most similarto the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch orphotograph.) C3. Elevations — Zones Al-A30, AE, AH, A (with BFE), VE, V1-V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO Complete Items C3.-a-i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert thedatum to that used forthe BFE. Showfield measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or, Section G, as appropriate, to document the datum conversion. Datum Conversion/Comments Elevation reference mark used _Does the elevation reference mark used appear on the FIRM? Yes ®No 0 o a) Top of bottom floor (including basement or endosure) 29. P.0) o b) Top of next higher floor 38.9 ft.(m) 9 o c) Bottom of lowest horizontal structural member (V zones only) N/A. ft(m) o d) Attached garage (top of slab) 29. 1 fl.(m) 00 0 1 o e) Lowest elevation of machinery and/orequipment cau, 6 servicing the building (Describe in a Comments area) 28.8 ft.(m) E ro o f) Lowest adjacent (finished) grade (LAG) 28.5 fL(m) z' m o g) Highest adjacent (finished) grade (HAG) 29. 0 ft.(m) o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0 i) Total area f II t flood t C3 h 0oapermanenopenings ( ven s) In , _sq, H. (sq. crn) 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, certify that the information in Sections A, B, and Con this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIERS NAME: WILLIAM R. MUSCATELLO, JR. LICENSE NUMBER: 4928 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE 320 E. SOUT STR E.1 ORLANDO FL 32803 SIGNATURE DATE TELEPHONE 1/06/04 (407) 426-7979 FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section X. — For Insurance Company use: BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number 312 APPALOOSA COURT I U CRY STATE ZIP CODE Company NAIC Number SANFORD FL 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 ifattachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. Ell. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The topof the bottom floor (including basement orenclosure) ofthe building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, ifavailable). E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is _ ft(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top of the platform of machinery and/or equipment servicing the building is _ ft.(m) _in.(ctm) 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 ofthe bottom floor elevated in accordance with theoommunitys 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 or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, Q and E are correct to the best ofmy knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP SIGNATURE DATE TELEPHONE COMMENTS Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. The information in Section C was taken fromotherdocumentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. A community official completed Section E for a building located in Zone A (without a FEMAassued or community4ssued BFE) orZone AO. G3. The following information (Items G4-G9) is provided for community floodplain management purposes. ISSUED I G& 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 offlooding 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 i P CAT OF`SURVEY DESCRIPTION: (AS FURNISHED) LOT 84, BAKERS CROSSING PHASE 2 AS RECORDED IN PLAT BOOK 62, PAGES 97-99, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA NOTE: THE FINISHED FLOOR ELEVATION OF THIS STRUCTURE MEETS OR EXCEEDS THE THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). CERTIFIED TO AND FOR THE EXCLUSIVE USE OF: 1 D.R.H. TITLE COMPANY OF FLORIDA INC. 1 FIDELITY NATIONAL TITLE INSURANCE COMPANY OF PENNSYLVANIA CH MORTGAGE COMPANY, I , LTD. 1 1 TRACT TRACT "E" WETLAND LOT 83 POINT ON PLAT BOUNDARY NOTE: WALK IS 1.6' OFF 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 01-5-04. 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 120289 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE A, AREA WITHIN 100 YEAR FLOOD PLAIN. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY OPEf1 ARE/ i 1" = 30' GRAPHIC SCALE 0 15 30 LOT 87 WALK IS 1.6' OFF N89'35'18"W 50.00'_ al oyl cm N 2611 ool 270.09_ - o1 N89'35'18"W 362.88' TRACT "A" APPALOOSA COURT 50' RIGHT OF WAY BEARINGS SHOWN HEREON ARE BASED ON THE ISOUTHERLYLINEOFLOT84AS BEING S89'35'18" E PER PLAT. FIELD DATE:) 10-03-03 crAi r. 1" = 30 FEET APPROVED BY: SJ JOB NO. ASM42141 DRAWN BY: REVISED: FINAL 1-5-04 CKB FOUNDATION 10-03-03 PLOT PLAN 07/24/03 JML LOT 85 PC 9279'_.-_- LEGEND BUILDING SETBACK LINE CENTERLINE RIGHT OF WAY LINE EXISTING ELEVATION CONCRETE LB LAND SURVEYING BUSINESS LS LAND SURVEYOR PRM PERMANENT REFERENCE MONUMENT PCP PERMANENT CONTROL POINT P) PER PLAT' M) MEASURED FND FOUND C/W CONCRETE WALK S/W SIDEWALK CP CONCRETE PAD CS CONCRETE SLAB C CHORD LENGTH PK PARKER KALON R RADIUS POC POINT OF CURVE 320 EAST SOUTH STREET, SUITE 180 ORLANDO, FLORIDA 32801- (407) 426-7979 FND 1/2"IRON ROD AND CAP LB #6393 (01/05/04) Q FND NAIL AND DISC LB 84671 (01/05/04) SET 1/2" IRON ROD AND CAP LB #6393 (01/05/04) CNA CORNER NOT ACCESSIBLE 6 DENOTES DELTA ANGLE L DENOTES ARC LENGTH C.B. DENOTES CHORD BEARING PC DENOTES POINT OF CURVATURE PI DENOTES POINT OF INTERSECTION PRC DENOTES POINT OF REVERSE CURVATURE PT DENOTES POINT OF TANGENCY TYP TYPICAL A/C AIR CONDITIONER CBW CONCRETE BLOCK WALL RP RADIUS POINT CHU OVERHEAD UTILITY LINE ID IDENTIFICATION POL POINT ON LINE PCC POINT OF COMPOUND CURVE I HEREBY CERTIFY, THAT THIS BOUNDARY SURVEY, SUBJECT TO THE SURVEYOR'S NOTES CONTAINED HEREON MEETS THE APPLICABLE MINIMUM TECHNICAL STANDARDS" SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61G17-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027, FLORIDA STATUTES. O( D+ FOR THE FIRM WILLIAM R. MSCAT LLO JR. PSM// 928 DATE G-G4-- 1 .7."7D. 4: p I r.1•i r nVr CITY OF SANFORD ELECTRICAL. PERMIT APPLICATION Permit Number: — 2-(; 44c Date: 403 The undef*ipdcd hereby applies fqr a permit to ipstall the following electrical: Cwvners Name Address'o( Job' c:J a 00000en /Goy Electrical Contrecior. 'go/ TJr. v Residential: Non -Residential: By Signing this application I am stating that I am In compliance with City of Sanford Electrical Code. Applicant's Signature State Llcerise Number CITY OF SANFORD PERMIT APPLICATION Permit # : k(Dfiaten: tf CC) -Job Address: Z/` rf Cc-o Description of Work: wrvN L r Q fY ft s Historic District: Zoning: Value of Work: $ Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service TemporaryPole = Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines fi„ PIumbing/New Residential: # of Water Closets Plumbing Repair —Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: f Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: ( Attach Proof of Ownership & Legal Description) Owners Name & Address: , , 1 , J i tllSNfiAI;E PLUMBING, INC. Phone: Contractor Name &Address: P,O, BOx 620027 OVIEDO FLUKI 3ag4 -State License Number: C-r —car Phone & Fax: Contact Person: Phone: Bonding Company: INC.0Address: ..: ri8927 Mortgage Lender: GIV hb, F1.Q8QA32762-0027 Address: Architect/ Engineer: Phone: Address: Fax: Application is.hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER' S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance; of permit is verification that 1 will notify the owner of the property of the requirements lori a FS 713. Signature of Owner/Agent Date Signature of Contractor/A ent Date Print Owner/Agent's Name Print Contractor/Agent's Name Signature of Notary -State of Florida Date Signature of Notary -State of FlorivNTAGDMSINGt INC. P. O. SOX 620027 OVIEDO FLORIDA 32762.0027 Owner/ Agent is _ Personally Known to Me or Contractor/Agent Personally Known 46jJA66.3%4 Produced ID Produccd ID APPLICATION APPROVED BY: Bldg: Zoning: Initial & Date) Special Conditions: Utilities: FD: Initial & Date) (Initial & Date) (Initial & Date) COUNTY OF S[MINOLE IMPACT FEE STAT[MENT ISSU[D DY CITY OF SANFORD STATEMENT NUMBER 103-75612 r . DATE: DUILDING PERMIT'N ^J~L[_ (CITY) COUNTY NUMBERo UNIT ADDRESS: ~ TKAFFIC ZONE: JURISDICTION: &A SEC: TWP: R1qG: PARCEL: SUBDIVISION: TRACTx PLAT BOOK: PLAT BOOK PAGE: BLOCKu LOT: ` 1'-- OWNER HAME: | ADDRESS: APPLICANT NAME: ADDRESS: .................................... LAND USE CATEGORY: 001 - Single Family Detached House TYPE US[: Residential WORK DESCRIPTION: Single Family House: Detached - Construction TAFEE BBENEFIT 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 $ 705.00 ROADS COLLECTORS HORTH O dwl unit $ 142.00 1 $ 142.00 LIBRARY CO -WIDE O dwl unit $ 54.00 1 $ 54.00 SCHOOLS CO -WIDE O dwl unit $1,384.00 1 $ 1,384.00 AMOUNT DUE $ 2,285.00 RECEIVED BY:SI8NATUREx PLEASE PRINT NAME) DATE: ..... ................. .......... ... ______ NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. **** DISTRIBUTION: 1-COUNTY 3-CITY 2-APPLICANT 4-COUNTY NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHICH ARE DUE AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING 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 WRIT7EN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY (]R OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUES7ED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD, FLORIDA 32771; (407) 665-7474. PAYMENT SHOULD BE MADE TO: CITY OF SANFORD DUlLDING DEPARTMENT 300 NORTH PARK AVENUE SANFORD. FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE STATEMENT NUMBER AND CITY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THE HOTICE. ITHIO STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF A*** FAMILY BUILDING Permit # .23— Job Address: , Description of Wo Historic District: Zoning: CITY OF SANFORD PERMIT APPLICATION Value of Work: Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm PoQI Electrical: New Service — # of ,9MPS Addition/Alteration Change of Service Tempor ry Pole _ Mechanical t. Residential Non -Residential Replacement New (Duct Layout & $nergy Ca1E. Required) c Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of W r Closets Plumbing Repair— Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Tyne: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for oth4,F elFan ) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Address: Phone: Contractor Name & Address: ='+t& eons ,gypp }`jIs' _ ' ate License Number: T ` . D , ` *° p---.... - -_ Phone& Fax: _ T A i {6R Ifi`T!'11? I(°}i ct F ` J l)1LtlO/77 A/2% P17 C 32448 46,7 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 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`applicabic laws mgkda.ting construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT 119 YOCJR )'A. `Il1G 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 thispermit, 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 f deia.l agencies. Acceptance of permit is verification that I will notify the owner ofthe property of the requirements pfFlSnda L I-F•S tohL Signature ofOwner/Agent Date Si- 7 onL-actor/Agent Date sober+ pejlc s sc Print Owner/Agent's Name Print Contractor agent's Name Signature of Notary -State of Florida Date Signature of No_7•-State of Florida Date Owner/Agent is Produced ID Personalh Kno%n to ,Me or APPLICAI-ION APPROVED BY: Bldg: Initial & Date) 1)occial Conditions: Contractor/Ase-.: is _ Pdrsonaii_ Known to Me or Produce.' :D Zoning: L;:.:::cs: FD: Initial & Date) (initial & Date) Onktia ICIDat OIPiY F: B`:i IYIIr MU J MY COMMISSION # DD 212893 EXPIRES: June 14 2007 iF of F` BondedThru Notary PublicUnderwriters o—lOe—LU 5 / : 07JAMr- KUM Permit # : C/3// Job Address. Description of Work: a_ Iro0s t;- C1`_ IC - Historic District: 7A)ning: Value of Work: CITV OF SANFORD PERN41T APPLICATION Date: - l/ - o _3 oaf 2- Permit Typo BuildingElccttical .` Mechanical Plumbing F'irrSprinkler/Alarm Pool Eleetricxl: Ncw Service -# of AMPS JO 00 Addition/Alteration Change of Service Tempothry Pole Mechanical; Residential Non -Residential Replacement New (Duct Layout & Energy C81c, Requir:d) Plumbing/ new Commercial; # of Fixtures # of- Water & Sewer Lincs # of Gas Lines Plumbino; ew Residential: 0of Water Closcts _ Plumbing Repair - Re>idential or Commercial Occupancy'Type: Residential Commercial Industrial Total Square rootage: _ Construction Type: # of Stories: # of Dwelling Units: Glood zone: . (FEMA form requirud for other than x) Artach Proo/( o/rOwnership & tagal DLscripdon) / Owners Name &` Address: r) 1/ itn f n, Z_ Z Z J Phnne: -, Contractor Name & Addrm,: State Livenic Numher 1`— C_i C' Phunc: >i 1 .. . 3 z1 Contact Person: _C ..r (' —G liortding ('ompany: .... Mortgabe LenAer. ,,, .,_._ Address: _ , nrchitccdEnt; ineer: Phonc: Fax: Address: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no wink or installation has corr r.encr' priorw the issuance ofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingcoaswctioninthisjurisdiction. I understand thus , separaw permit must secured for ELECTRICAL WORK PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, cie. QWJ ER' S AFFiDAV IT: 1 et'rtify thatart orthe foregoing information is accura(e and that all work will be done in compliance ail All applicable laws t sae rig construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYfNO TWICE FORIMPROVEMENTSTOYOURPROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WrM YOUR LENDER OR AN ATTORNPY BEFORE RbC:ORDINO YOUR NOTICE OF COMMENCEMENT. NOTiC :In Adition to the requirements of chits per mit. there tray he additional restrictions aTri,lieable to this property that rn2y be found in the public r"ords of this county, and there may be additional permits requirod fmrn other governmental cri itics such as water management district, state agencies, or federal 3ZcnciCs. Acceptance of permit is vcriticution than I will notify the owner of the property of the rt=quiremcntc Flori ie Law, 713 Signature of Owner/Agent Dole $ignuturt of Contractor/A cu( Dete a.,L_. s Print Owner/ Agent's Name Print Contractor/Agent's Nr;me Ci nature of Nut r $tste nt Ho v t utc Signaturc ofNutary•$teat of Florida Datu S gr/A. gent is ..___ Pcriunpnv Knn,vn to Me ur AfTL.IC' ATIO\ APPROVED By Illdg:----... — loi(;nl & Ihw) uwraetor/Agent is Zc.rsnn3ily Known w Mc n Produced t) _ initial & Date) W Y x o 0 o a„o a n E- o;I cnp= N tt" v BIniti7l ,' I) atc) (Ir,tial s !i3Kt FEDERAL EMERGENCY MANAGEMENT AGENCY p.M.B..No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires December 31, 200E ELEVATION CERTIFICATE Important: Read the instructions on pages 1- 7. SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use: BUILDING OWNER'S NAME Policy Number D.R. HORTON BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number1(,C), XXXX APPALOOSA COURT CITY STATE ZIP CODE SANFORD FIL PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 84, BAKERS CROSSING, PHASE 2 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type): N' or ##.##### NAD 1927 NAD 1983 USGS Quad Map Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER I SEMCOUTYINOE NAME I FLORID I L SEMINOLE COUNTY 120289 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 offlooding) 1202890045 E 4I17195 4/17/95 A 24.6 610. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. FIS Profile FIRM Community Determined ® Other (Describe): NEAL HILER ENGINEERING, INC. 1311. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 NAVD 1988 Other (Describe): _ B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? • Yes ®No Designation Date_ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ® Construction Drawings* Building Under Construction* Finished Construction A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(Select the building diagram most similar to the building forwhich this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones Al-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, ARIA, AR/AE, AR/A1-A30, AR/AH, AR/AO Complete Items C3: a- below according to the building diagram specified in Item C2. State the datum used. Ifthe datum is different from the datum used forthe BFE in Section B, convert the datum to thatused forthe BFE. Showfield measurements and datum conversion calculation. Use the space provided orthe Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum Conversion/Comments Elevation reference mark used _Does the elevation reference mark used appear on the FIRM? Yes ®No o a) Top of bottom floor (including basement or endosure) 29. 0 ft.(m) ca o b) Top of next higher floor N/A _ft.(m) a o c) Bottom of lowest horizontal structural member (V zones only) N/A. ft.(m) 00 o d) Attached garage (top of slab) N/A, ft.(m) E 0 u e) Lowest elevation of machinery and/or equipment servicing the building (Describe in a Comments area) NIA. ft.(m) E o f) Lowest adjacent (finished) grade (LAG) N/A. _ft.(m) Cn o g) Highest adjacent (finished) grade (HAG) N/A. 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 by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that anv false statement may be punishable by fine or imprisonment under 18 U. S. Code, Section 1001. CERTIFIERS NAME: DAVID DEFILIPPO LICENSE NUMBER: 5038 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE 320 E. S?4 STREET, STE.180 ORLANDO FL 32803 SIGNA R / DATE TELEPHONE 8/28/03 (407) 426-7979 Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company Use: BUILDING STREET ADDRESS (Induding Apt, Unit, Sure, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Pofcy Number XXXX APPALOOSA COURT CITY STATE ZIP CODE Company NAIC Number 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 ifattachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA orLOMR-F, Section C must be completed. El. Building Diagram Number _(Select the building diagram most similar to the building forwhich this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(cm) above or below (check one) the highest adjacent grade. (Use natural grade, ifavailable). E3. For Building Diagrams 6-8 with openings (seepage 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C3.i on front ofform. E4. The top ofthe 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, ifavailable). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the 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 FEMA4ssued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are correct to the best ofmy knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP 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 other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. A community official completed Section E for a building located in Zone A (without a FEMA-issued or communityAssued BFE) or Zone AO. G3. The following information (Items G4-G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER I G5. DATE PERMIT ISSUED I G6. DATE CERTIFICATE OF COMPLIANCEIOCCUPANCY ISSUED G7. This permit has been issuedfor. New Construction Substantial Improvement G8. Elevation ofas -built lowestfloor (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 iuiiuusuiiro ne,maiutumiivuea mu,uuisiimu ' MARYANNE MORSE, CLERK OF CIRCUIT COURT 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 SEMINOLE COUNTY BK 04986 PG 1257 CLERK'S # 2003152349 RECORDED 08/29/2003 12:03:42 PM RECORDING FEES 6.00 RECORDED BY G Harford 3i2z Ap aloc s C NOTICE OF COMMENCEMENT Prepare in duplicate) The undersigned hereby gives notice that improvement will be made to certain real property, and in accordancewithChapter713, Florida Statutes, the following information is provided in the Notice of Commencement. Description of ppropertyy: Lot(s) 10, 11, 46, 49, 51, and 84 Bakers Crossing Phase 2 Plat Book 62, Page(s) 97-99, Public Records of Seminole County, Florida General description of improvements: Single Family Dwelling Owner(s): D.R. Horton, Inc., a Delaware Corporation Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Owner's interest in site of the improvements: Fee Simple Fee Simple Title Holder (if other than Owner): Name: Phone #: Address: Fax #: Contractor: D.R. Horton, Inc. Phone' #: Fax #: Address: 6250 Hazeltine National prive, Ste.: 102, Orlando, FL 32822 Surety (if any): Address: Phone #: Amount of bond: $0.00 Fax M Lender: Phone #: Address: Fax #: Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(4)7, Florida Statutes: Name: Address: , In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided inSection713.13(1)(b), Florida Statutes: Name: Address: Exppiration date ofNotice of Commencement: (the expiration date is one (1) year from the date of recording unless adifferentdateisspecified): D. RLeo Horton, Inc 0 by: J. awson, s ant ecretaryCorporateSeal) STATE OF FLORIDA COUNTY OF ORANGE L rx. ; The foregoing instrument was acknowledged before me this day of ,2003 byy Robert A. Lawson, Assistant Secretary of D.R. Horton, Inc., a elaware Corporation, behalf of the corporation. He/She is personally known to me. Notary Public, State and County Aforesaid r 1 t ignature PFFICIAL NOTARY SEALPATRICIACOULTON NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DDt343.30 MY COMMISSION EXP. JULY 26,2006 Notary Seal CERTIFIED copyJRV K OF CIRCUIT Cco,- Nly. Rl AUG 29 200 CITY OF SANFORD PERMIT APPLICATION 4 Permit # : 0 Date: — T' Job Address:) Description of Work: SER Historic District: Zoning: Value of Work: Permit Type: Building y Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service - # of AMPS Addition/Alteration Change of Service Temporary Pole _ Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale.. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair - Residential or Commercial Occupancy Type: Residential _V Commercial Industrial Total Square Footage: ? y Construction Type: # of Stories: oZ # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: Owners Name & Address: Contractor Name & Addressi14i' Phone & Fax: 'C-) Bonding Company: Address: Mortgage Lender: _ Address: Architect/Engineer Attach Proof of Ownership & Legal Description) Aci;z'7C t * C I)PL #iiQ2. CRLPtac, Phone: _` al107- flRn • 1-Ai' _ cam, aZ22- State License Number: ,y j___ A _ ontact Person: QZ0---co Phone AO-70E51_9to - 5_ 12:1 Will, Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER' S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance o epeits e 'Iw-illheowner of the property of the req/uiremen s of Florida Lien 713. 7 Sign ture of Owner/Agen Date Signature of Contractor/Agent Date Print Ownii/Aeent's Name of i" ` O Date PATR1CIA C LTON A NOTARYPUBLICSTATEOFFLORIDnn,ttu m.;ION NO. DD134330 _ Owner/ APPLICATION APPROVED BY: BIdg1 l/ Zoning: Initial & Date) Print Cdita ;tor/Agent ofNotarv- StateZ fflorida Date PATRICIA COULTON NOTA Y PUBLIC STATE OF FLORIDA Contractor/ Age t is M&fM11 N<XT0yMV_k= Produced OMY COMM 006 Unities: FD: Initial & Date) (initial & Date) (Initial & Date) Special Conditions: . CITY OF SANFORD P.O. Box 2847 SANFORD, FL 32772 PHONE Il (407) 330-5630 FAX 11 (407) 328-7367 APPLICATION FOR UTILITY SERVICE AC( OUN'1' (FULL NANE) n n r--sn iv Cv7 c. NAM)':-- - , 1 1Or"1.-jr'1 r- SERVICI, ADDRESS bZ ,Qrm[ - ---- M.AIL,ING ADDRESS-Wao .kcuel Ano tskl}'l, D,:, oz- "LIP 3 TURN ON DATE SINGLE FAMILY RESIDENCE MULTI -FAMILY RESIDENCE Dujnzrll en COMMERCIAL Derr-- > . Lawn ezF Eh!P1:f -i` R. Dvt C G i 0.-I Cou WORK# 4©+ SOCIAL nnSECURITY# 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 TRANSFER MY DEPOSIT TO ANOTHER. THE NEW APPLICANT MUSTPROVIDEPROPERIDENTIFICATIONANDANYOUTSTANDINGCHARGESMUSTBEPAIDATTHETIME. WHEN TRANSFERRING MY DEPOSIT TO ANOTHER SERVICE ADDRESS. I MUST PAYALLOUTSTANDINGCHARGES. I AM ALSO RESPONSIBLE FOR MAKING SURE THAT IN THE HOME BEFORE THE SERVICE IS ESTABLISHFORDAMAGESCAUSFnRYWATFRFAIIrPTQnar I UNDERSTANJIHAT,NON-PAYMENT OF MY SIGNED; A DO NOT WRITE BELOW THIS LINE DEPOSIT AMOUNT $' APPLICATION FEE $ OTHER FEES $ TOTAL L FAUCETS ARE TURNED OFF THE CITY IS NOT LIABLE LETS LEFT ON, T WILL STOP SERVICE DATE CUSTOMER# LOCATION# LAST BILL READ THIS READ CSR DATE Limited Power Of Attorney I hearby name and appoint: Craig Coulton and Rz each agent's of D.R. Horton Inc. To be my lawful attorney in fact to act for me and "'ly l' The Buildinq Dept, of: I t,! o, sa nkr, on For a residential permit for work to be performed at: Lot # : P '?— 2 - Subdivision : ,rsCross" Address: 0 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 intrullnent was acknowledged before me this: Date: 03 By: Richard B. Ladd ( Contractor ) Who is personal) ki4own to me. State of FI rida OFFICIAL NOTARY SEAL PATRICW COULTON County of Orange NOTARY PUBLIC STATE OF FLORIDA i COMMISSION NO. DD134330 MY COMMISSION EXP. JULY 26,2(,Wi No ary Public Signature Notary Seal 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: r sizes for all bearing walls. Provide side view details a. Foundation plan indicating footeofthesefooterswithreinforcement bar replacement. b. Floor plan indicating Interior wall partitions and room Identification, room dimensions, door, window, and/or opening sizes, smoke detector, loention(s), landings, decks and stairs. Bathroom fixtures and distances from walls are to be shown. Note the State of Florida requirements for bath door for compliance of Handicapped Code (F.S. 553, Part 5) C. Elevations of all exterior walls, east, west, north and south. FinishfloorelevationheightasperCityEngineeringDepartmentor subdivision plat. all wall sections to be used In the structure. Bearingd, Cross sectionsnon -bearing inter and exterior. Show all components of wall section, e. Framing plan for floor joists where conventionally framed. Plan toIndicatespan, size and species of materials to be used. f. Engineered truss plan with details of bracing. Engineered beams for spacing openings to carry and support trusses. 9. Stair details with tread and riser dimensions, stringer size, methods of attachment, placement of handrails and guardrails. h. Square footage table showing footages: S.F. Garages/Carports — S.F. Patios )/Entry(s) S.F. Patio(s) Conditioned structure _)o —S.F. Total (Gross Area) 3. Three (3) sets of completed Florida Energy Code Forms (Form 600-A-97) 4. Soil analysis and/or soil compaction report. If soils appear to be unstable or if structure to be built on fill, a report may be requested by the Building Official or his representative. 5. Other submittal Documents: 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 theCityEngineerfordetailsregardingthearborordinanceandpermit. 6. Application to be completed thoroughly and signatures provided by a licensed and Insured contractor. OWNERIBUILDER 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. nd subcontractors will be subject to penalty under the City Ordinances. REQUIRED INSPECTIONS DURING AND UPON COMPLETION OF CONSTRUCTION 1. Footer 2. Underground, electrical, mechanical and plumbing 3. Foundation elevation survey 4. Slab 5. Lintel- tie beatiss - columns- cells 6. Rough electrical 7. Rough mechanical S. Rough plumbing 9. Tub Set 10. Framing ill Tenant Separation / flrewall 12. Insulation, walls and/or ceilings 13. Electrical final, mechanical final and plumbing final 14. Building final 15. Other u DATE SIGNATURE By Owneeor Authorize gent) .. . P'I=ST ... 4CO,NTRO iL Sentricon* Colony Elimination System Pretreatment Plan Agreement Date of Install , Contract Number PUCHASERSN' AME AND ADDRESS Address City/ State/Zip_t1,1 Quarterly Payment Amount S AQQ t6#474 x First payment due on the Install Anniversary Date) Any payment deemed 30 days past due will result In the cancellation of this Warranty and justify removal of the Sentricon System, CUSTOMERS NAME AND ADDRESS Name Address City/ State/Zip Phone & Email Phone & Email INSTALLATION ADDRESS: — 2 Ncs. Ko SPECIAL OR ADDITIONAL COMMENTS NOTIFICATION STICKER LOCATED: R-,- - aQ DAMAGE REPAIR WARRANTY From the date of installation of the Sentricon* Colony Elimination System, Apex will warrant the structure(s) against subterranean termite damage. If subterranean termite damage occurs to the described property during the warranty period, Apex will, upon notification and Inspection, arrange for the necessary repairs and pay thecostoflaborandmaterialsnottoexceed $1,000,000. Apex may chemically treat the affected area of the property at no additionalcosttotheCustomer, THE UNDERSIGNED CONSENTS TO AND AUTHORIZES THE WORK CONTEMPLATED HEREIN, AND FURTHER AGREESTHATTHETERMSANDCONDITIONSSTATEDONEITHERSIDEOFTHEAGREEMENTSHALLGOVEF2.N THE RELATIONSHIP OF THE PARTIES. 0 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 allapplicablerecommendationscontainedInliteratureprovidedbyDowElanco: I. Install Sentricon* stations (the Stations) In the soft 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 activity. TheCompanywillextendthisServiceCommitmentfollowingtheoriginaltwelvemonthobligation. The Sentricon PretreatmentPlanmaymaintainedfortheLIFETIMEoftheIdentifiedpropertysubjecttothetermsandconditionsofthisagreementfor ''. J er quarter (3mo period) 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 area(s) baitedfreefromanyfactorscontributingtoInfestationsuchaswood, trash, lumber, direct wood -soil contact, standing water underpiertypestructure, or as noted In "Special or Additional Comments". The Customer also agrees to notify Apex of and eliminatefaultyplumbing; leaks; dampness from drains; condensation or leaks from the roof or otherwise into, onto, or under thearea(s) batted. At no time will damage caused to any portion(s) of the Structure(s), even by an active wood destroying Insectinfestation, be the responsibility of Apex In areas where any of the conditions described In this Paragraph exist, Failure ofApextoalerttheCustomertoanyoftheaboveconditionsdoesnotaltertheCustomersresponsibilityunderthisparagraph. DISCLAIMER: COMPANY DISCLAIMS ALL OTHER WARRANTIES, WHETHER EXPRESS OR IMPLIED; INCLUDINGSTATUTORYWARRANTIES, AND SPECIFICALLY DISCLAIMS ANY IMPLIED WARRAINTES OF MERCHANTABILITY, FITNESS FOR A PARTICULAR. PURPOSE, OR WARRANTY OF WORKMANLIKE SERVICE, FURTHER, COMPANY HAS MADE NO AFFIRMATION 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 value, economic, compensatory, Incidental, consequential, exemplary, punitive, liquidated, treble, or special damages if any kind, and in no. eventshallApexbeliableforanyamountgreaterthatamountpaidbytheCustomertoApexfortheservicetoperformed, SENSITIVITY/PHYSICAL FACTORS: Customer understands and agrees that (1)it is the responsibility of all family members, visitors, guests, and/or other temporary or permanent occupants to consult a physician if necessary regarding any affects the Property treatmentmayhaveand (2)lt is their responsibility to notify Apex in writing not less than two (2) days prior to treatment regarding any allergy orsensitivityconcerningodors, 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 theComponents, and the Purchaser may not alter, remove, or modify the components in any way, other than the right to their use as Installed by Apex on the Customer's premises under this agreement. 2. On expiration or termination of this Agreement, Apex and DowElanco or its representative are authorized by the Customer 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 protectionordiscontinuingtherelationship(note: Conventional "liquid barrier" method of termite control may not offer an effectivemeansofcontrollingcertaintermiteInfestationsofcertainstructures. In such event Apex may not be able to offer a different form of termite protection, and therefore may have to discontinue the relationship.); (3)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)If the Customer elects to discontinue the relationship, or if Apex cannot offer an effective different.form of termite protection, refund to the Customer an amount equal to the fee paid for services not yet received, and;. (5)retrleve, or advise DorvElanco'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 shall accrue at the highest rate allowed by law during the period of any delinquency, and (3) Customer agrees to pay all costs and attorneys fees Incurred by Apex, whether or not suit is brought. VENUE/SEVERABILITY. Venue for any and all legal proceedings shall be in Brevard County, Florida, If any part of this Agreement Is 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, strikes, embargoes, fires, floods, hurricanes, storms, quarantine restrictions, or any other act of God or circumstances beyond the control of Apex. Apex disclaims any liability for special, Incidental, or consequential damages. This Agreement does not cover and, Apex will not be responsible for; (1)termite damage resulting from water leakage; (2)termite damage resulting from masonry failure or grade alterations; 3)termite damage resulting from direct wood to soil contact; (4)furniture and contents; (S)areas of existing damage unless areas have been repaired by Customer's evidence of receipts. ARBITRATION. Not withstanding any provision contained herein regarding litigation, in the event of any dispute arising hereunder. Customer agrees to submit the dispute to the least expensive procedure of arbitration in accordance with the rules and procedures for commercial arbitration of the American Arbitration Association or any successor organization, and In accordance with and subject to all thf provisions of the Uniform Arbitration Act as In force in the State of Florida, or the Federal Arbitration Act, 9 U.S.C. section 1, et seq. Thi proceeding shall be governed by one arbitrator, and the location of arbitration will be Brevard County, Florida at the offices of Apex or it: designee. The arbitrator will have the complete power to determine all Issues of fact and law, and any determination of the arbitrators wll 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 access to the identifie Property for any purpose contemplated by this Agreement, including but not limited to re -Inspection, whether the Inspection was requeste by the Customer or considered necessary by Apex. LIMITED ASSIGNABILITY. This Agreement is assignable by Customer for a period of 1 (one) year from Its effective date. After th Initial 12 (twelve) month period, Customer may transfer or assign this Agreement with a Mi, 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 PLOT PLAN LOT 84, BAKERS CROSSING PHASE 2 AS RECORDED IN PLAT BOOK 62, PAGES 97-99, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA LOT 84 CONTAINS 5508 SQUARE FEET t 1I1IS STRUCTURE CONTAINS 2107 SQUARE FEET t TOTAL CONCRETE 629 SO. FT. t TOTAL SOD 2772 SO. FT. f II. IIIIII 1' - 30' GRAPHIC SCALE i 0 15 30 TRACT "E" 'I TRACT "B" WETLAND OPEN AREA 50.00' i S89'35'18"E 20' ENVIRONMENTAL I CONTROL EASEMENT v PAT10. LOT 84 DRAINAGE TYPE B 5.0' 5.0 40.0' PROPOSED MODEL 2879 C FINISHED FLOOR LOT 83 z,8 ELEVATION=29.0 0o 0 r Ln 0 0 O 00 40.00' O 0 n 5.7' n z 14.7 N :•: N 19.6' POINT ON PLAT BOUNDARY 0--- -- --- - -- - LOT 87 O tn0 0 00 0 O N---------- - - -- \ 10' UTIITY EASEMENT`..;.-?<,'.':" N89'35'18"W 3; ----- I 50.00' aio NIN0IN01ut1 270.09' I N89'35'18"W 352.88' TRACT "A" APPALOOSA COURT 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. THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION LIST FOR CONSTRUCTION. ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES ONLY. THIS IS NOT A SURVEY THIS IS A PLOT PLAN ONLY I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120289 0045_E-DATED-4/17/.95_AND_F_O.UND— TI' IE _SUBJECT PROPERTY APPEARS TO LIE IN ZONE BEARINGS SHOWN HEREON ARE BASED ON THE SOUTHERLY LINE OF LOT 84 AS BEING S89'35'18" E PER PLAT. FIELD DATE:) REVISED: SCALE: 1 = 30 FEET APPROVED BY: Si JOB NO. ASM42141 DRAWN BY: PLOT PLAN 07/24/03 JML LOT 85 PC 92_79'-------- OF ISim"nLEGEND BUILDING SETBACK LINE CENTERLINE MLW MINIMUM LOT WIDTH RIGHT OF WAY LINE POB POL POINT ON BOUNDARY POINT ON LINE ix PROPOSED ELEVATION PCC POINT OF COMPOUND CURVATURE PROPOSED DRAINAGE FLOW POCOR POINT ON CURVE OFFICIAL RECORD CONCRETE PD PLANNED DEVELOPMENT 0 DENOTES DELTA ANGLE LB LAND SURVEYING BUSINESS L DENOTES ARC LENGTH LS LAND SURVEYOR - C.B. DENOTES CHORD BEARINGPRMPERMANENTREFERENCEMONUMENTPCDENOTESPOINTOFCURVATUREPCPP) PERMANENT CONTROL POINT PER PLAT PI DENOTES POINT OF INTERSECTION M) MEASURED PRCPT DENOTES POINT OF REVERSE CURVATURE DENOTES POINT OF TANGENCY CALL) CALCULATED TYP TYPICAL FND FOUND A/C AIR CONDITIONER C/W CONCRETE WALK CBW CONCRETE BLOCK WALL SPINSIDEWALK RP RADIUS POINT CP CONCRETE PAD R RADIUSPBPLATBOOKCSCONCRETE SLAB PCs PAGES C CHORD LENGTH NGS0. FT. NATURAL GRADESQUAREFEET R/W RIGHT-OF-WAY ORR OFFICIAL RECORDS BOOK 1. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LANDiffm2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 3. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. IN5 AMERICAN SURVEYING & MAPPING FORCERTIFICATIONOFAUTHORIZATIONNUMBERLB#6393 THE320EASTSOUTHSTREET, SUITE 180 FIRMORLAN- FLORIDA 32801- (407) 426-7979 WIL IAM R. MU CA4TELLJR DATE 1 i ONE BY WOOD BUCK DY OTHERS CAULK BETWEEN WINDOW FLANGE - IL WOOD BUCK 7.u ERS PERIMETER CAULK BY.OTHERS RIGID. VINYL GLAZING BEAD H (TYP3 BOV r) kr IZ'l . CAULK BETWEEN B.V. CONCRETE OR WOODBUCK t BUCK WIDTH) OPENING HAS-Y. OPENINGBYMASONRYTHE6YOTHERSBYOTHERS INSTALLATION ANCHOR Dri 9Y WOOD 3/16' Dla. TAPCON BUCX BY OTHERS r sTBY1-1/4' MIN. C EMBEDMENT SHIM AS A MAXRCOID. R IGIn VINYL E N MAX. SEE NOTES) ADGLAZINGBEAD CAULK BETWEEN WINDOW FLANGE t PRECAST SILL V/ V(AKEM 116 ADHESIVE CAULK. OR APRV'D. COL. PERIMETER CAULK BY OTHERS CAST SILL --QIYOTHERS c INSTALLATION ANCHOR. TYP.) 3/I6' DIA. TAPCON SHIM AS REO'D: 1/4' MAX. GLASS O SEE (BITES) TYPXSEE NOTES) FLANGE TYPE FLANGE TYPE WINDOW FRAME WINDOW FRAME. HEADER JAMB CAULK BCTVEEN WINDOW FLANGE v t WOOD BUCK. PERIMETER CAULK GLASS - BY OTHERS h NOTES) V.V. TYP.) (SEE VINDOV WIDTH) EJLBUCK CAULK BETWEEN HE TOM TO WOOD BUCK L MAS'Y.. OPENING BY OTHERS SECTION B-B FLANGE TYPE WINDOW FRAME CONCRETE OR SILL MASONRY OPENING BY OTHERS T NOTES. . SECTION 'A -A 1) SHIM AS RED .0. AT EACH INSTALLATION ANCHOR. MAX. ALOWA[LE SHIM STACK TO BE 1/4-. - 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHOR. MUST BE Of SUFFICIENT LTH. TO ACHIEVE MIN. EMBEDMENT OF 1-1/4- INTO MASONRY OR CONCRETE. 4) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD Z, JAMes. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH rVULKEM116ADHESNECAULXORAPPROVEDEOUAL. 5) USE SIUCONIZEO ACRYLIC CAULK FOR PERIMETER SEAL AROUND W HEXTERIOROFWINDOWFLANGE. 6) IF EXACT VANOOW SIZE IS NOT USTEO IN ANCHOR CHART. USE ANCHOR. OIJANTITY LISTED WIN NExT LARGER SIZE. FOR T.- APPROPRIATE DESIGN PRESSURE REO C'. 7) CUSS THICKNESS MAY VARY PER THE P.EOUIREMENTS OF ASTMEl300GLASSCHARTS. 6) LETTER CESIGNATIONS ON THE TAPCON LOCATION CAPT INOIC-A-E WHERE TAPCON ANCHORS ARE TO BE INSTAL'_='0 WHEN U-mNG EXTERIOR ELEVATION AS A KEY, 9) ALL FACTORY APPLIED SOLES NOT DESIC14ATED FOR TA=CCN ANCHOR SHOULD BE FIL =7 WITH 'a SCP=— r- - - - - W.W. FI C I Jr su. .,CE..N Lr,. TO PROV;C_ MIN. 5/8 IN £MPEilMENT :NTO .00D EUC.K_ A 1 10) FLORIDA EXTRUOERS 1000 SERIES SwG!E H'JNG Ij <_HGwrl "-6 PRIN7 AL 50 A4:PUES TO 7-- FLOF.IOA EAT :JE = i5110 .-+D -^.COSE=rtS SINGLE HUNCE. — J_ `. I I /1 I\ i11) WHERE :M v.=`_iN.R- C:-_ ',r JI S RJr - l3/ 6Uf IC Y' 1 NG 1 /. 1 UN, _U_ T Y I E I Li0-. ALL .up -._ h TAPCON LOCATION CHART CALL BUCK LOCATIONS IN HEAD LOCATIONS: IN JAMB SIZE SIZE 30c5.- TO -Ocy- 1cs.- TO 70PSF 30rs: TO 401SF 4IPSf TO- " 12 to I/$ X -25 t t3 is 1a 1/3 x 37 3/a ia 6 6 i45 t/a x a9 5/8 Ia'1/a z SS 1/a B t5 T8 t/t z 62 9 8 FG 1"fC ' 17 t/a E7 9 e iIsIX( -,' y G.Ay cix`-J"+::. tn2 25 3/2 X 25 1x 37 l/a 8 e y 'G 1Hs 23 /2 23' 7/2 x 49.5/a 88 89 .'' FG'rs'•' ) FG V F.G IH45 25 1/2 x.55 1/4 1H5 45 1/2 X 62 8 8 F.G IfF.t•Jr ' 1116 25 1/1 x 71 FG TH7 - 25 1/2 x 113' 8 8 30 1/2 . 25 29 1/2 x 2S a 30 -1/2 . 38 3/a 29 1/2 X 37 3/a 8 8 - FG ^ F C: 30 t/2 . 50 3/6 29 1/2 x 49 5/a 8 8 F.G 30 t/2 . 56 I/4 29 t/2 X 55 1/4 B 6 F.G F.G.HJ 30 1/2 . 63 29 1/2 x 62 8 6 F.G - F.GJIJ `- 3o t/2 . 72 29 1/2 X 71 8 6 ' F.G.HJ F.G.HJ 30 1,2 . 84 79 1/7-x a3 e 8 F.G.J.K F.GJK - 36 X 25 23 36 x 37 3/a B B F.G F.G -. 24 36 x 49 5/a 8 e F.G F.G.HJ - 245 36 x 55 1/• 9 e F.G F.GJU . 25 36 X 62 8 B FGJLI - F.G.HJ 26 36 X 71 t3 8 F.G.HJ O.EFGJ`U - 27 36 X 83 E 8 F.G.JK JUJJ( 42 . 26 41 X 25 47 . 3e 3/8 at x 37 3/a 8 8 - F.G f.GJ4J 42 . 50 5/a t X .9 5/a 8 11 F.G F.GJ(J 42 . 56 1/4 41 z 55 Ip 8 E F.GJIJ FG.MJ 42 . 63 41 x 62 8 8 - FGMJ C.E.FCJU -. a2 : 72 41 X 71 9 8 F.GJIJ O.EFCJU - 42 . 84 4/ x 83 8 8 F.GJ.K - F.G.HJ.J.K - a . '<6 a7 x 25 5 A.0 G G 48 . 38 3/a 41 x 37 3/a A,C F.G F.G NJ 48 . SD 5/a a7 x .9 1/1 8 A.0 F,G FG.H) 4a . 56 1/4 47 x 55 1/4 E A.0 F.CJ1J fCJU 48 . 63 47 x 62 8 A.0 _ F.GJU D.E FGJ4J 48 . 72 47 x 71 8 AC F.G.HJ - O.EF.G.H.r 4A . 84 47 x 81 r - F K D FCHI I 32 52 1/3 z 25 8 A.0 F.G F.G :. 33 52 1/6 x 37 }/a 8 kc F.G F.G.HJ 34 52 1/. X s9 5/8 c A.0 FG.HJ F.G.HJ 345 52 1/a x 55 t/4 B A.0 FG..M.1 O.EFG.HJ 35 52 1/a x 62 E A.0 F,GHJ O.EF.GJU 36 52 1/a x 11 B A.0 F.G.HJ D.E.F.GJ4J . 37 52 1/a . 53 A.0 FG.J.K O.EF.G.J.'F..JK 37 S17- NOT AV:.AILABL_ IN IWO OP. 1500 SERIES. FLORIDA EXTRLIDERSINTERNATIONAL. INC s NFORD, FLOIIDA TITLE: INSTJ'-_CATION LET-:'_ SG.+_ HUNG _ A:Nn E ;: i N?!=`. - S= E I --S 1000 , i 500 E 2000 DRAWN BY: I APPROVED BY: r 7a-= 1 U/ii /IJ' ;SCALE (DWC--: LEXOJ 1 - z— - — — A J xl WNNDOVHEIGHT GLAZING (TYPJ SEE NOTES) PERIMETER CAUL x BY OTHERS INSTALLATION ANCHOR 98 V000 SCP.£'.A STUCCO/ 1 •''I BY OTHc?S CAULK BET'JEEN ViNDD`J FIN S EAT- ING G SHEAi1II+G 3, C- iQ'•I r.—. B B 24- D.C. EOUALLYMAX. '(TYPJ ANCHORS VINDDVHEIGHT— L A J II 66 TYPJ - 5) USE SILICONIZED ACRYLIC Cr:1LK fOR, PERIMETER SEAL ; , 6' MAX. (TYPJ AROUND EXTERIOR OF WINDOW fRA IE.' j- 6) IF EXACT WINDOW SIZE IS NOT;LISTED IN ANCHOR CHART fUSEANCHOROVANTITYLISTEDWITH.NEXT LARGER SIZE- - FIN TYPE - ELEVATION Z) GLASS THICKNESS MAY VAR: PER THE- REOUIREMENTS q•£ INDTY fRA. - SI rFRBLE SILL VIEWED fkOM EXTERIOR ASTM E1300 GLASS CHARTS.- o) FLORIDA EXTRUDERS T000 SERIES-. SINGLE trnlr(,G IS SMOwN-- STOOL THIS PRINT ALSO APPLIES TO THE FLORIDA ETRUDERS. 1500 BY OTHERS AND 2000 SERIES SINGLE HUNG WINDOWS rvo sY vcq]D 3Y pTyERS EM?EjM_NT ' I J DESCRIPTION ( DATE flNt IF EXTRUDERS INTERNATIONAL, INC SANFORD, FLORIDA TITjE:INSTALLATION D_-=IL W/#? SCREWS i 00C. _ 500. E 2000 I I D= : N. BY: 3 — APPR06-D BY: SHEATHING BY OTHERS CAULK BETVEEN VINDGVFIN L SHEATHING NSTALLArION ANCHOR e8 SCREv EXTERIOR FINISH BY OTHERS ..... PERIMETER CAULK J BY OTHERS V INDOVHEIGHTEXTERIOR PERIMETER CAULK BY OTHERS VSTAL'_ AiiON ANCHOF. 2 v003 SCREV EXTErIOF. P[NISH — BY OTHERS I' MIN. FEMBE OMO CvDBFRAMING BY OTHER' GLAZING SEE NOTE 61 CAULK- CTVEEN —/ F- iN i 1'MIN HEAiHINC EMCE ^,r.`.r ilT3 OT ST IO"r` -- V (N DOv VID TH SHIMMAX. j yy t t jg' p lj { I SHIM SPACE SHIN AS REO,DCruNTi "LO3JSlA 7 B- ID- A-F- y SEE NOTES) A7 yTv T TTlER N 1ie I'1 i. 9WW 11L[nu YYW U 1IM MAX. — SHIM SPACEMASTERGLAZING SEE NOTE 6) BUCK FIN TYPE VINDOV FRAME 1 4 MAX.rtSEE NOTES) vnGC F: R-v!NG BUCK -lY nTHE.RS f EXTERIOR FIN TYPE VINDOV FRAME D TORTHT v INDOVV' IDTHA B A - I ELEVATION VIEWED MOM EXTERIOR VOOD FRAMING BY OTHERS SHEATHING SY OTHERS INSTALLATION ANCHOR a8 SC REV CAULK BT FEN V [N DOv FIN FINL SHEATHINGSECTION B-B PERIMETER CAULK EXTERIOR FINISH BY OTHERS BY OTHERS NOTES: 1) SHIM AS REO.0. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4-. 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHORS MUST BE OF SUFFICIENT LENGHT TO ACHIEVE MIN. EMBEDMENT OF I' INTO WOOD FRAME. 4) USE SIUCONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR. OF WINDOW FRAME. 5) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FIN. 6) GLASS THICKNESS MAY VARY PER REOUIP,EMENTS OF ASTM E- 1300 GLASS CHARTS. SINGLE GLAZING IS SHOWN, INSULATING GLASS ALSO OUALIFIEO. 7) FLORIDA EXTRUDERS 2000 SERIES FIXED PICTURE T WINDOW IS SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 1500 AND 1000 SERIES PICTURE WINDOW. B 8) SPACE INSTALLATION 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 AVAILABLE SIZES UP TO 73- X 71 OF 63 X 95 OR 119 X 37-3/6 M.AX. 9) WINDOW UNIT CAN BE MULLED TO OTHER UNITS USING ALUMINUM TUSE MULLION. SEE MULLION INSTALLATION SHEETS FOP, - EOIF,EMENTS. FLORIDA EXTRUDERSINTERNATIONAL, , FLORIDA TITLE: INSTALL in. T 7 UL -N - T A. 11_ W/ i ' 2 WOOD SC cW r[X=D F 1N WHINE - SF'1CS 2000I 0OC) DP A WV BY: 3-DI APPROVED BY: DATE ! / 1 ?/`= _ 1.LE ID'Ivc.. L= ;<00 1 1 R SHEATHING BY OTHERS SHIN AS RE'0-D...._ SEE NOTES) CAULK BETWEEN DOOR FLANGE L SHEATHING 1 Y.. STUCCO': - PERIMETER CAULK BY OTHERS SLIDING GLASS DOOR, FRAME SILL U:. DOOR WIDTH /4' MAX. SHIN SPACE INSTALLATION ATCHOR - INSTALLATION ANCHOR BY WOOD -8 SCREW to SCREW. - 1-1/8 Him - BY OTHERS.. w..:- TWO BY WOODEnBEDMENT "BY OTHERS --- TWO BY WOOD - SLIDING GLASS BY OTHERS DOOR FRAME - ... .. -. :..-----..- CJAMSAULK BETWEEN HOOK STRIP L SHEATHING SLIDING GLASS DOOR HOOK .:STRIP SHIM AS REO•D. 1/4'MAX. (SEE NOTES) r ) SHIM SPACE _ a ry ' j 3 c d 'i 3 Srvifl* r NSTALI.ATION ANCHOR R8 SCREWNVt-l/8•:.MiN. ( i R E _ v +r`' g f EMBEDMEY(T r EMBEDMENT TEMPERED CAULK BETWEEN. n ; 2 ,K TYPJ _.i_---DOOR'FLANGE" `.= _ _ rsEL' "`+ I• t< 1.. SHEATHING SLIDING GLASS Y --. - 1 .:'t J DOOR FRAME HEAD SHEATHING _ _ BY OTHERS SHEATHING PERIMETER - _ ...... _.. .... 9Y OTHERS CAULK BY - ! TEMPERED OTHERS - --STUCCO (TYP.) ` .. TEMPERED - .., S GLASS CTYPJ - .. - .. -BY OTHERS -..____ ? o 1 `BY OTHERS SIDING SLIDINGGLASS DOOR. DING INTERLOCK' DOOR HEIGHT —L' i -, RiSECTIOND I P ODOR STALLATI SERE IM wllOr 6t16 ].' )', ,\ T -- h : O IN_TaL.IwTIW SCREWS NUS_ TK 6 S1f._CENT LENGTH TA ACHIEVE sT ENBEb+E i x sue.`{ 6 1-1/8' LE vp00. CHIE' TYPE' WSTALlw7TW ANCHORS wi OSLLI MUST BE OF ':, T1F(ICIENT LETO ACHL'v£ MIN EN3Ep£NT 0( 1-1/4' IN70: NA.WRT (il;CG{R£7£_ 3) INSTALLATIW-ANCICR CNART.W BACK. Or INIS SHEET. USESILICWI?`1 ACRYLIC CAULK BEMND DOS fLANGC Ai HEAD l Y.MBii SI VSE SILICWIZED ACRYLIC CAULK (DR PERUCTER SEAL AROUND CxTERIDR IF DDOR .y 61 IT EKACT DOOR SIZE IS NOT LISTED IN ANCHOR CNART. USE ANCHOR OWwNTY-,LISTED T/1?N NcxT LARGERSIZE. FOR TIC APPROPRIATE DESIGN PRESSURE RED•0 - ) ' TS7BYPASSDOOMSIZEtCON(IGIRATION TO (WISHED O'EM(Nfi,_?L•`. I t iSIZESUSECLOSE . T7) FOR POCKET S 2_S B H RACE INSTALLATION AVARY . IN .(RUNT (IFmE TSO. STRIP AS SHOWN D) DROSS NIT IS MAT D US G .PrREREOuIRGLASS OF ASIK INGLE1 GLAZEDGLASS CI.SM f - 9) DOOR WIT IS APPROVED TO TENDERED (SASS IN SINGLE GLAZED S INSUla7IK. GLAiij ,. C 1 0) JANB / SILL ClIRNCRS ARE TO SEALED vITH A Sw.t.l AINr SEAM SEALER IU SHIN AS RE0'D. AT EA. SET OFWSTALLATIG: ANCHORS. MAX. ALLOvABLE SHIN STICK TO !C 1/.'. 12, ALL IMSTALLATIW ANOU:S MUST a< NADE ag CGRROSIW RESISTANT MATERIAL$. A I 13N vICRE 'x- R=.lQE_ENTS MvING PANEL AND V" REPRESENTS fIxEO FANEt APPROVED - CW(IGURATIWSAREASL!STED W ANCHOR CY RT W BACK OC iH11 SHEET. 1 ? ; EXTERIOR E L E ` A T I N 1 N NET ALL CGSIGURATIW$ LISTED STRIP DEARE DETAIL -APPLYC TNT$ DR—IINSTALLATION ALL OVER INSTALLATION EMEE DHENI V_W GLIS 'A -a-, '9-9' t If7K STRIP pE7A7l .)POET iC INSTALLATION ALL APPROVED r= d 1-1/1' MIN. _ 2 Fw L DmP S I.I'lNIS) fLOR10< ExTRullC+3i 1000 SERIES SLIDINGGLASS DWR IS SKNN. iHli PRINT ALSO APPLIES TO _ 1 ; 2WD SERIES MD 500 SERIES. - RUI DESCRIPTION DATE INII L P I D A EXTRUDERS LIBERALLY APPLY — R CAULKING UNDERSILL __ INT. INC SANFORD `FL. INSIALLAi)ON ANCHOR De SETSILL [N BED I ' TITLE: SLIDINGOL ASS D R. OF CONCRETE .. 3/!S• D"e-. TA;tON u INSTALLATION WITH PIS SCREWS S`C i i0N A. -A C { I DR=WN BY: B3 APPROVED BY: C$ i 20,32 + , ATc: !2117101 SCALE: NiS IDWG 'iEUe7 Sri 1 Ir J 1000 S.H. I x 2 x 1/8 1000 S.H. I X 2 X -3/8 - .-..-7 10. BY --WOOD DETAIL C .. JAMB (TYP.) TUBE MULLION JAMB,(TYPJ TUBE MULLION BUCK BY'OT14ERS 3 Cw f8 X I/2 :SELF - f8 X• 1/2 -SELF 1 L8'. -MIN A TAPPING SMS zTAPPINGSMSEMBEDMENT 7 r ) SHEATHING t ' r JL F-•-• :_-__ _ ... __ ..,_.;I _._..:. ....:: ? X 4. ;X 3L8, LS.•.1, !LTUBE MULLION J_ 4, µC; _.ea- n (fi- • Si1kA.*r •.e,lEIONSEALANT,yBE + g'Nt JCHOR"rp3B D iLP -:'., .v '•' SCRE 7 J - .: z aca. 7'. . ,...snNDaN:- F.RnME_. ..'s-r::. c ':...r.. •A ,.y - ViMOW FRAME t. i } t.:S..ii5 { • . L .r t't. `. si ,'..",'.' ' I _'''y$ : ' .r . - ..4. ,; ECJ- 10 tELF,0 ' •s; } a,+ x v .+ .•r:- `% rat: TAPTk iNG M[ S " 3,1 ._..k ,:;.t`> ,:•.- - ti 2. e. _ ,N"r: ?"--a-n..x,:<.,,, ,3i i?t;,-. SECTIONA—A1) .q, s 1 . .,"'SECTION .Y! A _ S ,, 1000 SFL.. - _ awPIJES-TO HEAD ;dc S(IL Er 7716 -' do 2 X 4'_TUSE' MUUJONS ARE USED. 1 P.'i r- i000'S.H 1.X 2:7/1b X 3/8 JAMB (TYPE .;. __ - 7 ri s r 1000 S.H., -• ^: - TUBE MJLIION_ .__:_;" ;1UBE'.HULLION € r JAMB (TYPJ F: JAMB (TYPJ - f i a,,.,r a:....: _tir. , - i - - "- - -I" r _ ..' 1 f8X'.= 1/2'SELF d15FA PU ES TO.%EAOdo SH1 I-.- IJONS BARE TAPPING SMS - INSTAUATIDN ANCH R X 2 7 i S TV MU LOONS X 1/2 SELF : 48 X 1/2 SELF f8 WOOD SCREV r TAPPING SMS TAPPING SHS - _ (TYPJ RA I i s7-i DETAIL B CLIP3SEALANT. BETWEEN _ f8 X 1- 1/2 SELF _.. - VD(D0V FLANGES _TJ SEAl.AN7-BETWEEN.-._. '_::._. SEALANT BETWEEN ::TAPPING SHS-t.MULLION ... - - >•'T F - VINDOV `FRAME - SEALANvmOv FRAME - -_. T ....-_._. EDMENT L MULLION - -..:: - : - .: _ - _ _' i .-----.'.... 37+FwiHMG EMBt' 'Ti t,.-s..MULLIQN::_._. . _.... -_ .: :_ .:. - - A A._. 7 SECTION O — kB=X 11/ 2 SELF tP_I f8 X 1-1/2.SELF TAPPING SMS DETAIL C TAPPIN ISMS" --..- __._ _-_ ..,. vmnFRSWWGAUXILIARY PLATE SECTION A=A (4) y , SECTION A — A ( 3) _: `. .: - 1 X 4X 3/84 • - - •._(FOR ADDITIONAL ANCHORS, WHEN REQUIRED) 1 X 4 X 178 - TUBE MULLION Q UBE MULLION JxURfPA 0 _ 1000S.H: 10o0 S.H. JAMB (TYPJ - - JAMB CTYPJ' - / - f8 SELF TAPPING MULLION SMS (TYPJ DETAILB98X1/ 2 SELF f8 X 1/2 SELF ELEVATION. TAPPING SMS TAPPING SMS VIEWED FROM EXTERIOR FLORIDA EXTRUDERS NFORD. FLORIDA_ SANFORD, FLOIDA TrrLE:SER. 1000/ 1500 FIN SHEET 1 OF_:2 VERTICAL MULLION SECTIONS SEALANT BETWEEN SEALANT BETWEEN SEE OTHER SIDE ( SHEET 2 OF 2) FOR WINDOW FRANC WINDOW FRAME Fv E MULLION 6 MULLION i DESIGN PRESSURE CAPACITIES N8'X 1- 1/2 ScLF k8 X 1-1/2 SELF . TAPPING SMS TAPPING SMS DRAWN BY:MSH APPROVED BY: ", T J d V130D x 1/8 .7, X 2 X 2/0 cTUB:: MLOLLIDNA" 7 1,/2 SELF -k_r _ T:4SELFP, G stis J; wmm")TAr rh G 4s_- R z<i 7 se 1-1 - ____ I - I I . I 7, 1 .7 ALAN jrLohrEl cDICAL- 1 74-S 7 _- ONi -A--A-12 i (APPLIES' Eri x` X s/G." i ;x, JAMB-_(Ty'J r—F le-MS. TUBE kjLc.uq TA!L JAME - T yPJL7 SELF 4sX1/2 TAPP! Nrl SIMS s x r o -X 1/2 zSELF1. JAP TAPPING SMS SELF UMM.- - am 5 7, SMANT EETUrEEN kPSEL41 VNI1431FLAhr—c-S SZmLANT Cc VOMIN TA=P,N3 SNS L MULLMN FL- ANG-csM NULL1. SECTION A -A (7N SELF_ R lieS013xIVrT41LCTAP51NG_SMS — 1 TAPPING SMS -,.&mot japy P1.4 I i7 SECTION - A-A SECTION L-A -GR ABOTTION4!_ A.l%iiCilGRS, %a 4r_NaECU., IJ) X Ix4xf/e TUBE M iulsc Auii N' Fil AiI i A -- 01 v JAMS TYPJ J49 'TYR 2 x I S Z;_ SELF iN_ SM S SEA: ANT SE7WEZ'l AN-- e Ei EVAD mc- 4di— =-ROM EXTEF'OR INTERNATIONAL. ANC, FLORIDAEXTRUDERSSAINFORD. FLORIDA: TITLE- s_ — 7- i no o!' IAiN—7SHU7::T1,Fj,2 j- G' F F 01RZ: APPROVEDBY: 1. MIANII-DADS COUNTY. FLORRtMIoAOEMETRO-DADE FLAGLER BUILD11 13UILDINC CODE COMPLIANCE OFFI4 METRO- DADC FLAGt.GR BUII,Dr 140 wi'm' rLAGI.CIt S'I'I2arr, sure: IG MIAMI, FLORIDA 33130.1 PRODUCT CONTROL NOTICE Or ACCEPTANCE (305)375.2901FAX (3tu)375.21; Premdor Entry Systems <: wrwwr.Cottt.tct..w,tw ,si-X:ri, 911 E. Jeferson, P.O. Box 76 (303)373.2527 rAx(30s)373 Pittsburgh ,KS 66762 CO NIII (nlott t11NIFO tct"W INT tINTSt, 305) 373. 2766 V, (. 03) 373-: rttotfuc: r CONTH01, utVtSt 303) 373. 2902 VXN (305) 372-6 Your application for Notice of Acceptance (NOA) of 1Eiitergy 6- 8 S-W/E Inswing GIazcd Double w/sidelites Residential Steal Door under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types Construction, and completely described herein, has been recommended for acceptance by the Miami -Dad County Building Code Compliance Office (BCCO) under•the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure t. product or material at any time from a jobsite or manufacturer's plant for quality control testing. if t product or material fails to perform in the approved manner, BCCO may revoke; modify, or suspend i use of such product or material immediately. BCCO reserves the right to revoke this approval, if it determined by BCCO that this product or material fails to meet the requirements of the South Flori Buildin` Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01-0314.25 EXPIRES: 04/ 02/2006 Raul ttoartguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & C PRODUCT REVIEW CO•IMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Buildi Code and Product Review Committee to be used in tiliami-Dade County, Florida under the conditions forth above. APPROVE D: 06/05/200 i Francisco J. Quintnnm, R.A. Director Niianfi- Dade Comity Building Code: Compliance 01'{ie Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED JUN 0 5 2001 EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 00-0321.27 which was issued on April 28, 2000 approves a residential insulated door, as described in Section 2 of this Notice of Accepta designed to comply -with ' omply-with. the South Florida Building Code (SFBC), 1994 Edition for Miami-[ County, for.the locations where the pressure requirements, as determined by SFBC Chapter 231 not exceed the Design Pressure Rating values indicated in the approved drawings. 2, PRODUCT DESCRIPTION 2.1 The Series Entcrgy 6-8 S-1V/E Irrsiving Glazed Double Residential Insulated Steel Doors Sidelites- and its components shall. be constructed in strict compliance with the follo documents: Drawing No 31-1028-EW-I, Sheets i through 6 of 6, titled "Prcmdor (Entcrgy Br. Double Door with Sidelites in Wood Frames with Bumper Threshold (Inswing)," preoarec manufacturer, dated 7/29/97 with revision C dated 01/1 1/00, bearing the Miami -Dade Col Product Control approval stamp with the Notice of Acceptance number and approval date by Miami -Dade County Product Control Division, These documents shall hereinafter be referred t the approved drawings. 3. LIMITATIONS 3.1 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 approvnl. 3.2 Unit shall be installed only at locations protected by a canopy or overhang"such that the ang!c between the edge of canopy or overhang to sill is'less than 45 degrees, Unless unit is installed.ir non -habitable areas where the unit and the area are designed to accept water infiltration. 4. INSTALLATION 4.1 The residential insulated steel door and its components shall be installed in strict compliance wit the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will require a hum( protection systcm. 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 permit sliall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identilicd in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installatio 6.1,3 Any other documents required by the Building Oflteial or the South Florida Building Co. SFBC) in order to properly evaluate the install ion of this system. Ivlanu l Pcrcz, P.E. Product Co ro Exam Product Control Division Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED : JUN 0 5 2001 EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS Renewal of this Acceptance (approval) shall be considered after a renewal application has been fi and the original submitted documentation, including test supporting data, engineering documents, 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 aceeptar including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initi, submitted, is no Ionger practicing the engineering profession. 4. Any revision or change in (lie materials, use, and/or manufacture of the proddet or process shall automatically be cause for tcmiinntion of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fce) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. - Misuse of this Acccptancc as an endorsement of any product, for sales, advertising or other purposes. 6. The Notice of Acceptance number preceded by th6 words Miami -Dade County, Florida, and followed by the expiration date may be displaycd in advertising literature. if any portion of the Notice of Acceptance is displayed,, then it shall be done in its entirety. 7. A copy of this Acccptancc as well as approved drawings and other docunicnts, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspcction at tile job site at all time. The engineer ticcds not reseal the copies. S. Failure to comply with any section of this Acceptance shall be cause for termination and removal Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF T11iS ACCEPTANCE Manu Pcrcz, P.C.; Product Centr .xam Produ 'ntrol Division Glazed Units COP-WL-MA0100-02 FIBERGLASS DOORS 6'8" Height — Inswing X 2,0" Kumm = I1 COP-WL-MA0141-02 1 1' 02-0419.08 Application Filed) t• 1E IW-117,1111 52.0 NO 2'6" TV 2'l0" 3'0" 3'6" Not Listed Not Listed t' X0, OX, NO I 1 I 11h), 2'8" + 11" Masonille Inlernalional1.1' COP-WL-MAO143-02 OCCID 02-0419,08 Application Filed) 52.0 NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 1'2" To" + 1'0" 3'0" + 17 IV' +2'8"+IT COP-WL-MA0144-02 02-0419.08 Application Filed) 52.0 NO 1'0" + 2'10" + 17 IT + 2'8" + 17' 1'0" + 2'8" + 1'0" IV' - 3'0" + 1'0" 1'2" + 2'10" + 17' 1'2" + 3'0" + t'2" 2-6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'l0" + 2'l0" 37 + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0142-02 02.0419.08 Application Filed) 52.0 t NO l 2'8" + 2'8" 2'10" + 2'l0" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0145-02 02-0419.08 Application Filed) 52.0 NO 2'8" + 2'8" + TV + 2'8" 2'10" + 210" + 2'10" + 2'10" 3'0" + 37 + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonile 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, P' %02 & PA2 3. 0 akaff AR4Eft'" wnn. .n„n 'rc I I'lllh'hC1.AS\ V.KTKY 000AC Nen.T. " F6.,t4„ G"T 000•, A,11 19. 2O02 Our con 'm '^.p oritgmn of D-o:un "nO(ovCmeol m7sti toccdic7(io,is, deign dno poducl I"'il NNjtti to charve .;thou( mice. Masonite International Corporation COP-wL-MAOIDO-02 I FIBERGLASS DOORS Glued Units 6'8" Height — Outswing f f r Dade 6CC0 DIP Rating r, TV 2'6" 02-0418.03 2181, X COP-WL•MA0161-02 Application Filed) 55.0 NO 2'10" TO", TV Not Listed Not Listed rArrangement— t.1 i r 2'8" + 1'0' 2'8" + 17' 2'10" + 1'0" 02-0418.03 1 2'10" + 1'2" COP-WL-MA0163-02 Application Filed) 55.0 NO 3'0" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 210" + 1'0" X0, OX, OXO 17' + 2'8" + 17' 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 02-0418.03 1'2" + 2'10" + 17' COP-WL-MA0164.02 Applicalion Filed) 55.0 NO 1'2" + 3'0" + 1'2" J t 2'6" r 2'6" 2'6" 2'8" + TV + 2'8" 2'1G"+2'10"+2'1G' 3'0" + 3'0" + TO" 2'8" + 2'8" TV + 2'8" 02-0418.03 2'10" + 2'10" COP-WL-MA0162-02 Application Filed) 55.0 NO 3'0" + TO" XX, OXXO 2'6" + 2'8" + 2'6" + TV 2'8" + 2'8" + 2'8" + TV 02-0418.03 2'10" + 2'10" + 210" + 2'10" COP-WL-MA0165-02 Application Filed) 55'0 NO 30 ,30 +30 +30 — i Notes: 1. Cccr arrangements using fewer panels than what is shova'n 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 loc2tion 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, oakcrEdf AR or ,. 1,, II_A::1 A1< h''IIty Voon.i U" O..: PREaaUl,'.11M10. ..,r a .i j • pia 2o. M2 ov1 cr,nenw o orooram of prodoo morovmmem makes spe6rnGons. deslpa and orod,n Masonite international C o r p o ra t i o r. N.iur•:i:a to Change rdfiwmf rouce. Glazed Units COP-WL-MA0100-02 FIBERGLASS DOORS 8'0" Height — Inswing 77xi, 2'0" COP-WL-MA0146-02 02-0423.01 Application Filed) I 40.0 I. •r NO 2'6" 2'8" 2'10" 3,0" 3'6" Not Listed Not Listed ArrangementI r X3. ox, CX0 I 2'8" + 1'0" I COP-WL-MA0148-02 I T.T , 02-0423.01 Application Filed) I 40.0 I, I NO I j 2'8" + 17' 2'10" + 1'0" 2'10" + 1'2" 3'0" + 1'0" XG" + 17' 1'0" COP-WL-MA0149-02 02-0423.01 Application Filed) 40.0 NO 2'10" + 1'0" 1'2' + 2'8" + 1'2" IV' + 21" + 1'0" 1'0" + To" + 1'0" 17' +2'10" + 1'2" 1'2" + 3'0" + 1'2" 2'6" + 2'6" + TV 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 210" i0'' +'s'0" + 3'0" XX, OXXO 2,8„ + TV COP-WL-MA0147-02 02-0423.01 Application Filed) 40.0 NO TV + 2'8" 2'10" + 2'10" 3'0" + 3'0" 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" + TV 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels titan, what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from, the Masonite Internalional website (www.masonite.com) or from the technical center. 3. insw1ation instructions are available iron, the Masonite Internaticnal website (www.masonite.com) or from the technical center. 41. ACtuai pressure requirament for a specific cuilding design & geographic location is determined by ASCE 7 (Minimum design loads for b6dings and other structures). National, state or local ouilaing 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 prolocol PA201, PA202 & PA203. O A a. MTEK`" W"i•l. I' t Irf l.N .r..\t5 ENTMY n001tt D— AA 2). 2M2 cr cwunp1t prC;•:ct of UroG"el ilep o'c"C t 9last! fpt:iliro;gp3, CeSgn ::: pN:,;:l i:n? 51611a .9 :.^.Ln(•:• tvrkw 00-'e. f tlulvYlr born PREMDa?("//t,r,i. e.":.n O..Itr Darr Masonite International Corporation Glazed Units FIBERGLASS DOORS 8'0" Height — Outswing 1' It X SinglesI 2'0" 1METIT1, COP-WL-MA0166-02 02-0423.03 Application Filed) O•Rating 47.0 ImpactRated NO 2'6" 2'8" 2'10" 3'6" Not Listed Not Listed range X0, OX, OXO Multiples1 2'8" + 1'0" Mas-onite InternationaV0.1' COP-WL-MA0168-02 02-0423.03 Application Filed) b•Rating 47.0 pact 1 NO 2'8" + 17' 2'10" + 1'0" 2'10" + 1'2" 3'0" + 1'0" 37 + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0169-02 02-0423.03 Application Filed) 47.0 NO 1'0" + 2'10" + 1'0" 17 + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 17 + 2'10" + 17' 1'2" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 37 + 3'0" + 3'0" 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" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0170-02 02-0423.03 Application Filed) 47.0 N01, 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 O akcraff wuu lrru n 'fuelu MT EK" TE.clurrrely lir<J 1101:14O1.ASS e:NTKY DOOMS T.-4 Ear.rp•u Envy 0. Q Ada 29. 2002 Our continuing program of product improvement makes speculations. design and product detail suolect to change wnnout notice. Opaque Units FIBERGLASS DOORS 6'8" Height — Inswing X 2'0" t COP-WL-MA0101-02 t 01-1031.01 76.0 NO 2'6" 2'8" 2'10" 3'0" TV Not Listed Not Listed X0, OX, OXO 2'8" + 1'0" COP-WL-MA0103-02 e.t• gmt 02-0109.10 Application Filed) t 55.0 NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 1'2" 3'0" + 1'0" 3'0" + 17' 1'0" + 2'8" + 1'0" COP-WL-MA0104-02 02-0109.10 Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 37 + 1'0" 1'2" + 2'10" + 1'2" 1'2" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0102-02 02-0109.10 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + TO" TV + 2'8" + 2'6" + 2'6" COP-WL-MA0105-02 02-0109.10 Application Filed) 55.0 NO' 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade 8CCO protocol PA201, PA202 & PA203. O akcraff ARkEW Ft M1:"r:1..15 h: N'I'ttY UOONs NerT.e...a is.rryu eevr open a Aord 29, 2001 Ou conhnu,ng ptodtem 01 pmduo mptorement makes specificphons. design and product Masonite International Corporal oeun suo,edto change without nmrct Opaque Units FIBERGLASS DOORS 6'8" Height — Outswing I R. COP-WL-MA0121-02 01-1031.02 76.0 NO Arrangement1 X 1 2'0" 2'6" 2'8" 2'10" 3'0" 3'6" Not Listed Not Listed Arrangement1(width) X0, OX, OXO 2'8" + 1'0" 1 I COP-WL-MA0123-02 I.1 r 02-0109.09 Application Filed) r•Rating 55.0 Impact NO 2'8" + 1'2" 2'10" + 1'D" 2'10" + 1'2" 3'0" + 1'0" 3'0" + 17' 17 + 2'8" + 1'0" COP-WL-MA0124-02 02-0109.09 Application Filed) 55.0 NO 1'0" + 2'10" + 17 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 1'2" + 2'10" + 1'2" 1'2" + TO" + 17 2'6" + 2'6" + TV 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 37 + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0122-02 02-0109.09 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0125-02 02-0109.09 Application Filed) 55.0 NO, 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonile.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade 8CCO protocol PA201, PA202 & PA203. 13 O ak zaff A.uin 'I'< A AREK'" F.tlul relY I.orn hIAE'"GI.ASS e:N'INY^GOONS NonT..uM FMr•ral.0 entry D— amOr• Ir 000.. Aptd 29. 2002 Our com"in0 Drogram of Droduts imDloremem makes sotcilicalluns. design and Dloducl Masonite International Corporation Wall suDltQ to Cnange without notice. Opaque Units FIBERGLASS DOORS 8'0" Height — Inswing X 2'0" 1 1 COP-WL-MA0106-02 D.I 02-0109.08 Application Filed) I•Rating 70.0 1 1 NO TV 2'8" 2'10" 3'0" 3'6" Not Listed Not Listed 1' X0, OX, OXO I(width) 2'8" + 17 I IMarni-DaideOCCO COP-WL-MA0108-02 02-0109.08 Application Filed) I 55.0 1 1 NO 2'8" + 1'2" 2'10" + 17 2'10" + 17' 3'0" + 1'0" 3'0" + 17 17 + 2'8" + 1'0" COP-WL-MA0109-02 02-0109.08 Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 17' + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + TO" + 1'0" 17' + 2'10" + 17' 1'2"+37+17' 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 210" + 2'10" 3'0" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0107-02 02-0109.08 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0110-02 02-0109.08 Application Filed) 55.0 NO, 2'8" + TV + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" TO" + TO" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. Oak raft AREK" F 11f I:"OI..s1\ e: N'I'NV 1)00"c Non-T•u.nO fp<rE4ff En•ry Door, AD,a 29. 2002 OW Canl nufn0 W000m of Df0duct unMIMMI makeS Soeciticalons. oes,Dn Ana Dfoautl Mad subject to chanoe without notice. IufirelY f,am m o.„Y oeof VV, Masonite International Corporation COP-M-MN0100.02 FIBERGLASS DOORS Opaque Units X 2'0" In, ITTI 1 (.,• 02-0109.07 COP-WL-MA0126-02 (Application Filed) 8'0" Height 70.0 Outswing NO TV 2'8" 2'1On TO" 3'6" Not Listed Not Listed ArrangementMultiplesI X0, OX, OXO 2'8" + 1'0" 1 COP-WL-MA0128-02 02-0109.07 Application Filed) 1 55.0 NO 2'8" + 1'2" 210" + 1'0" 210" + 17 TO" + 1'0" 3'0" + 17' IV' + 21" + 1'0" COP-WL-MA0129-02 02-0109.07 Application Filed) 55.0 NO 1'0" + 210" + 1'0" 1'2" + 2'8" + 17' 1'0" + 2'8" + 1'0" 1'0" + TO" + 1'D" 17" + 2'10" + 17' 1'2" + 3'0" + 17' 2'6"+TV+TV 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" TO" + TO" + 3'0" XX, OXXO 2'8" + TV COP-WL-MA0127-02 02-0109.07 Application Filed) 55.0 NO 2'8" + 2'8" 210" + 210" 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" + TV 2'10" + 2'10" + 2'10" + 210" 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. 13 Oak raft N,.nl'I ARk EKr" E•clu fly Iro mI1I1hhk(;tlrASS HN'1'HV<n00"i En" Oxon a0.. ;" peps Apra 29. 2D02 Our continlung program of product improvement makes Spetillgtions, design and product Masonite International Corporation delay SUDIeCt 10 Change without notice. X 1 III I Unit SINGLE DOOR 6' TYP. 1 / TYP. 6'8" UNIT 87 UNIT 13-15/16' 17-1/8' MAXIMUM ON CENTER TYP. rnwuuulur.7taua nunu 6 per vertical framing member 2 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. Rough Opening 1 Width of door unit plus 1/2" Height of door unit plus 1/4" r r Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. UNITS COVERED BY COP DOCUMENT 3146 or 3166 Compliance requires that 8" GRADE 1 (ANSI/BHMA A156.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include #8 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA 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 E.<lu.r r gum April utcomi ngn Masonite International Corporation002 Our COnlinwnQ OtOptim 01 Dr000C1 im010vlmMl m]keS SpeCihOlgni. Oesipn and D10OuC1 Oeliil Suolml 10 [ninpe wil00ul n01iCe. XOorOX o tttt t Unit SINGLE DOOR WITH 1 SIDELITE 6• TYP. 6'8" UNIT 8V UNIT 13-15/16' 17.1/8' MAXIMUM ON CENTER TYP. I. 6 per vertical framing member 7 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. Rough, Opening Width of door unit plus 1/2" Height of door unit plus 1/4" f f f f .f f f Latching Hardware: Compliance requires that GRAOE 3 or better (ANSI/BHMA 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 #10 wood screws or 3/16"'Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NOS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. E •<I•yrely Iro Apro29 2002 Masonite International Corporation N, Conn,.. pJg,am pl pi4uuu nA'Oacmenl nypkes SPfcA4eL4r.f. ees gn anc) auo coat sOleo 10 mange y,unom nonce, MID-WL•MA0004.02: SINGLE DOOR WITH 2 SIDELITES 6- TYP. 6'8" UNIT 8'0" UNIT 13.15/16' 17-1/8' MAXIMUM ON CENTER TYP. 6 per vertical framing member 11 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. Width of door unit plus 1/2" Height of door unit plus 1/4" Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA 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 #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NOS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. 0 E.<lu.rfly ,io.n PREMDa'?6:,//.,r:,. Q0... April 29,2002 Masonite International Corporation W, ui 1-0-1 :,ucm nines snecmrmmn•. aevun anc U,VOvct aru.i sw,iea 10 :range wnoow nurrte. oxxo MID-WL•MA0005-02 Unit DOUBLE DOOR WITH 2 SIDELITES b CL TYP. TYP. 3• o TYP. TYP. TYF 6'8' 13- 1 1 1 1 1 1 1 1 i 1 1 T T Mill 1 6 per vertical framing member 16 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. UNIT 8'0• UNIT 5/16- 17.1/8- MAXIMUM ON CENTER TYP. T T T Rough Opening t Width of door unit plus 1/2" Height of door unit plus 1/4" Latching Hardware: ' Compliance requires that GRADE 3 or better (ANSI/BHMA At 56.2) cylindrical and deadlock hardware be installed. UNITS COVERED BY COP DOCUMENT 3147 or 3167 Compliance requires that 8" GRADE 1 (ANSI/BHMA A156.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. fasteners analyzed for this unit include k8 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NDS for southern pine lumber with a side member thickness of 1.1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. t.e t•n f,•m a..,.,. o April 29,2002 Masonite International Corporation Our continuing cuognm of product ,motovem2nt makes soec,60110ns. design and product de ail ]ub,ep to mange Without notice XX Glazed Inswing Unit APPROVED ARRANGEMENT: E COP-W4MA0142.02 FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed TO" x 6'8". r Double Door Maximum unit size - 6T 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 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: CI 00 oa 00 00 O00 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: n El 00 00 00 00 00 00 105 Series 106. 160 Series' 129 Series' 12 R/L, 23 R/L, 24 R/L 107 Series' 108 Series 304 Series Series' This glass kit may also be urea in the following door style: Eyebrow 5-panel with scroll Oak raft AR 1 EK'" Non.1..u,nM f—pa Envy boen r /SCIYI V. .. i i. FIU I:IE (iLA55 Lf+'I'N 1' DOOR" April 29,2002 Masonite International Corporation our Continuingorogrim 01 ofooun " p'ovtmenl mAKCS SpeCitiCflNnS, a(Sign i110 piooVG1 derail subitti to n3hol WOW neuo XX Glazed Inswing Unit COP•WL-MA0142.02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: a a 00 a2 Yr 404 Series 410 Series 109 Series 114, 120, 122 152 Series 149 Series 300 Series Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, 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 raft AR k EK" Oak FWL.GLAIS EN INI',0011k.S —Te.—d F-0.g' r„v, Oew. April 29.2002 Our cont,nu,ng orogram of product improvement makes Soecificalions. design and product detail suolea to change witnout nonce. PRF t4^ W,vl-'I,. VI• Q .., doe„ r1 a Masonite International Corporation XO or OX O ' ' I ' I Glazed Inswing Unit APPROVED ARRANGEMENT: 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 unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impart resistant requirements for a specific building design and geographic location is determined by ASCE 7-national. state of local building codes specifythe edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have bee i followed — see MAD-WL-MA0003-02 or MAD-WL-MA0006-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0003-02 APPROVED DOOR STYLES: 1/4 GLASS: 00 00°® a0 00 00 H 00 100 Series 133.135 Series 136 Series 822 Series 1/2 GLASS: n El 00 00 00 00 00 00 105 Series 106. 160 Series' 129 Series' 12 R/L. 23 R/L. 24 R/L 107 Series- 108 Series 304 Series Series' This glass kit :nay also be used in the 10110wing door style: Eyebrow 5-panel with scroll O ak raft ARTEK" E..I ....I, FIHt.-;L ASS LN I D M'IHg ra,,.r..r,..e Ee„r,E..", o— PREMt1.'.':'(..//...;. ADO29.2002 Masonite International Corporation N, comewm; wou,anl of olodua iAlo,0,enlCnl n10keS SpeCAlpbonS, MIP d-:0 Woc.cl dt'IJ.1 fuUlelI IC Cnjnbe -soul nOl,Ce. - XO or OX Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: aV. 00 0 404 Series 410 Series 109 Series 114, 120. 122 152 Series t49 Series 300 Series series APPROVED SIDELITE STYLES: i 0 0 31 129 Series 200 Series 12R, 12L, 23R, 23L, 450 Series 152 Series 149 Series 109 Series 120, 122 Series 300 Series 24R, 24L Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTEDIN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak Taff AR k EWPIIIGKrII.:\S31!11TNI `wn ns wn.r..drae va..r,.. e„,r, o= 0 u April 29.2002 Masonite International Corporation Ovr com.m—o Moran, or Drooutl morovemmem makes S=Oi bons, des.on and oroducr Jeu.i 5,J,ecl to cNnoe eomoul noirte Ox0 Glazed Inswing Unit APPROVED ARRANGEMENT: Ir O a a0 FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed TO" x 6'8". Single Door with 2 Sidelites Maximum unit size - 9T 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 building design and geographic location is determined by ASCE 7-national, slate or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-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: 00 00 00 00 00 D0 00 100 Series 133, 135 Series 136 Series 822 Series 1/2 GLASS: n F1 Ou m n ° a 00 00 00 00 00 00 105 Series 106, 160 Series' 129 Series' 12 R/L, 23 R/L, 24 R/L 107 Series' 108 Series 304 Series Series' This glass kit may also be used in the following door style: Eyebrow 5-panel with scroll Oak raft AR O EK' FI U...,..I. •r., n 'I'carur..I UL K(; LA\\ Lr I'kY D01)K1 F—T.—, F—tt.0 En., Dann PREMDaV. / . p Apol29.2002 M8S9RItE IRt21RAt18RA blp latlBR Om Commwng program or ploducl mor0,40101 makes SpKili,tionS. des.gn and ,,od"l 013a Su DIW to Change without n0uCe. COP-WL-MA0144-02 Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: r as as 404 Series 410 Series 109 Series 114. 120, 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: a a a o 129 Series 200 Series 12R, 12L, 238, 23L, 450 Series 152 Series 149 Series 109 Series 120. 122 Series 300 Series 24R, 24L Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. 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 raft AR 4 EK`" Oak FII,LN[:LAS.S LN1*KY DOOKS Non-T. w Farra,.0 Envy Goon PREMDON a April 002 OW Conn l. o.dy oee. M a son te International Corporat i o n dvail suolecl to Change wi1t10u1 n01¢t, OXX0 Glazed Inswing Unit FIBERGLASS DOORS APPROVED ARRANGEMENT: 0 Y kn' 0 a J 7 af Double Door with 2 Sidelites Maximum unit site - 12'0' x 6T Design Pressure 52.0/-52.0 Limited water unless special threshold design is used. Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant requirements for aspecific building design and geographic location Is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0005-02 or MAD-WL-MA0008-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0005-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 00 00 00 00 00 WO Series 133, 135 Series 136 Series 822 Series 1/2 GLASS: n n 00 00 00 00 00 00 105 Series 106. 160 Series' 129 Series' 12 R/L, 23 R/L. 24 R/L 107 Series' 108 Series 304 Series Series' This glass kit may also be used in the following door style: Eyebrow 5-panel with scroll Oak raft AR EK' w_.,. r. n •'1'<al ure I 1:1 ItL N c: LT 1\ LN'I It D11.ItI Envr Down PREM..(1..a"n Ap'it 29,2002 Masonite International Corporation Ow commumg Dlodgm oI DroovO vt roornertt maxes sDlUbULoas, oes,gn ano woo.cl aeon suoRcl 10 Chjnge wehout notee. OXX0 Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: a 00 0 404 Series 410 Series 109 series 114, 120, 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: r 9 129 Series 200 Series 12R, 12L, 23R, 23L, 450 Series 152 Series 149 Series 109 Series 120. 122 Series 300 Series 24R, 24L Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, 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 r AR EK" E.<luti.11y Isom i..l 1:1 ItL ktiL,N NS LNI R) I1 E-,Doa.t PREM 0;1? " m Ou y 0—Q April 29. 2002 Our conlmutno ptoorLn 01 product anofo' emem makes specdficatMns. design and product Masonite International Corporation detail suoiecl to change without notice. XX Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: O O Y , f: 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 8T Design Pressure 40.0/-40.0 Limited water unless special threshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national, stateor local building codes specifythe 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: DIn an ao 822 Series 1/2 GLASS: ao 404 Series 108 Series Oak raft AR, EK" FWLKCLASS LtN'1'NsDOOM—T..—dEipe0—EnvrDeon PRft1 ';:(:/..r,„ a °9 0• a Deo..' Aprif29. 2002 Masonite international Corporation Ow Coot--q p.og•0m of gwducl improvement makes SpeOiCalionS. desigh and MOW dna, i suoiea 10 change wnnout nonce. XX Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 0 810 Series 852 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, 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). PFP State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR k EK" e.clu,;Yltr t,cm 1I UL N; LAIN Ll\ I it N "I)I)H. r.Iwrli.wr.OEw.{Yu E.VY Ooo PREM " a l/VI\ / ii lrou• rDeoi. April 29, 2002 Masonite International Corporation Ow pOntin"np orOpramof pl0duct -mp,mmeni makes sliecititaiiiins. desion and otoducl detail suolect to cnanpe it noul route or OX COP-WL-MA0148-02 Glazed Inswing Unit I 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: O w ". Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Single Door with 1 Sidelite Maximum unit size - 67 x 8'0' Design Pressure 40.0/-40.0 Umited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national. slate or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0003-02 or MAD-WL-MA0006-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0003-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 00 822 Series 1/2 GLASS: 0n 00 404 Series 108 Series U Oak raft ARkEK'- r.e•,:.•,l,om 1 Fnni x<:1_n C$ F1I HY 11111IHti Mw.L.wna fD..rlau E.vY Open PREM a*?' ,.//../....,ElTo.. r Dean Ap1,129.2002 Masonite international Corporation Our conlmwna oloel2,n of product mo,OvemMl nukes 5pe[iliWlgnS. deSlen 2no p,olluci oci.d Wult(1 to Cn)nge "Inow nw-c, XO or OX Glazed Inswing Unit 810" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 810 Series 300 Series APPROVED SIDELITE STYLES: a 450 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). EX3 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR k EK" i'III I:N<;ln Sti l: N'1Nl' 1)t)l1N\ Nen3..wreO F-rav Envy Ooorr PRE/'iMn6r.ra,, j! m pu• Y Doerr vl/ April29.2002 Masonite International Corporation Our continuing Program of Drooun morovement makes SpKili"tionS, design and Droducl aclan subsea 10 change wn noul n0l'Ce. Ox0 Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: h O O Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Single Door with 2 Sidelites Maximum unit size - 9V x 8'0n Design Pressure 40.0/-40.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant requirements lot a specific building design and geographic location is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0004-02 or MAD-WL-MA0007-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0004-02. APPROVED DOOR STYLES: 1/4 GLASS: M3 as ao 822 Series 1/2 GLASS: El 108 Series Oak raft AR k EK'° f.1...•I. RGL ,.. , .. 1 1 111 I:N(iLA\\ Llr'1'N 1",l)(I(1N\ 1-4.wnOfAH'94.. f-"Ooon rA YIU ix„Ir i.i n 0 alle 000 1 AP6129. 2002 Masonite International Corporation Qyf LPNI!nying P1491inl PI PfQPYPI Ir1lay1nlfinl midi iP LIIIPiIIPniI PlilPll inP PIPPYPI detail SOtect to change withdut notice. 0X0 Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 810 Series 300 Series APPROVED SIDELITE STYLES: 450 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite 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 rraaff AkEKt4 Irom wu..l.ar. I'e arur<I VIIILItOLASS CN'I-ItY GOONS Nokr..wna fm.rc4a, Env, 0— PREMfVl? ., I. — April 29. 2002 Masonite International Corporation Our conrmring program or product improvement makes specilic21101'5. design and Product detail subject to change without notice. OXXO Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: A^ t O O Double Door with 2 Sidelites Maximum unit size. 12'0" x 87 Design Pressure 40.0/-40.0 Limited water unless special threshold design is used. Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for aspecific building design and geographic location is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0005-02 or MAD-WL-MA0008-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0005-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: as as 822 Series n 7. as 404 Series 108 Series O ak ra ff ARkEK" o..uq oomt April 29.2002 Masonite International Corporation 0u cdnbnutng program o1 ptoduct .morovemem makes specititations. design and product aeon subject to cnange witnout nonce. 0XX0 E I t I Glazed Inswing Unit i 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: t 810 Series 300 Series APPROVED SIDELITE STYLES: x a t ,It 450 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: 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). af 5 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raff AR k EW m VIHLRGLA\ N LN' N)' 000f S t+o,T.wr.Er ENr,,, Envy 0- 0-2Apn129,2002 Masonite international Corporation Out Con4nwng pro0•am 01 ptodua-p—ennent makes $Dt66C31Qr$. design and pfodUC1 deuii $UCjeel 10 cnange withoui nonce XX Glazed Outswing Unit APPROVED ARRANGEMENT: O o FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed TO" is ST". Double Door Maximum unit size - 6'0" x 6'8" Design Pressure 55.0/-55.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location Is determined by ASCE 7-national, state or local building codes specify the edition required: MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0012-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 ao 00 00 00 00 100 series 133. 135 Series 136 Series 822 Series 1/2 GLASS: n a 0 ° 00 00 00 00 00 00 105 Series 106. 160 Series' 129 Series' 12 RA., 23 R/L. 24 R/L 107 Series' 108 Series 304 Series Series' This glass kit may also be used in the following door style: Eyebrow 5-panel with scroll Oak raft AR EK" Ealefirl y Irom I'lll l: Nlil.\'.\ lfr''1'H 1' I)EI<)H\ NonT.. ea EAera ar. E try Doan PREM a;: 1.//.r,>, a ° m o:. r Doan Aprit29.2002 Masonite International Corporation Oulcon ftu nQ ologram of produa moroyemenl makes SWOU110n5. design and produCl dela l suolea to mange wnnom nolae XX Glazed Outswing Unit COP-WL-MA0162-02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: n7l a' as 13 0 404 Series 410 Series 109 Series 1 IT 120, 122 152 Series 149 Serles 300 Series Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. 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). EX3 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR q EK'- E..I...I. r.oT n ..I IULN(;LASS LN'INN'`000KS N T-"F—g—E."Oran PR rvin . /ins va. r,//ri;,r, vv April 29.2002 Masonite International Corporation Our COminuinp D10"m Or MOW imPIOWmenl makes SpeCiliCalionl. deiipn and plOduOl dela'lS^eC11. Cnange wnn0ul n0KI XX 1' t I E I Glazed Outswing Unit r APPROVED ARRANGEMENT: 8'0" FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door Maximum unit size = 6'0" x 8'0" Design Pressure 47.0/-47.0 Limited water unless special threshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national. state 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: n as 404 Series 108Series Oak raft ART EK'- T HULRGLASS LNrRY 000RS NwwT.-d Fe. uEn 0- a UII Vniii, o=a r oom, April 29. 2002 nnasonite international Corporation Om COnhuWng 0,0013,n 01 O,OduO /10,0 Nhen1 h3ses speCO.W.—, deS.Vn en0 pr00V0 dead suh1eCt 10 Change withoul notice 16 GAGE GALV. STEEL TOP BRACKET WITH 14 GAGE ROLLER HOLDER Q OPTIONAL SSB GLASS LIGHTS 1 gLTERNA CONSTRUCTION E72 USING 2 STRUTIT A ii if O I I OPENING HEIGHT NOT OVER DOOR HEIGHT) 2 2' GALV. STEEL HORIZONTAL TRACK 16 GAGE OR 13 GAGE BASED ON THE WEIGHT OF THE DOOR. 3/4" X 1-1/2" X 13 GAGE MIN. GALV. STEEL HORIZONTAL ANGLE 13 GAGE GALV. STEEL TRACK SPLICE OR FLAG BRACKET. FASTEN TO WOOD JAMBS WITH 5/16' X 1-1/2' LAG SCREWS. 2' 18 GA. GALV. STEEL VERTICAL TRACK BOLTED TO TRACK BRACKETS WITH 1/4'-20 X 5/8" TRACK BOLTS. 3/4' POLYSTYRENE INSULATION STANDARD FOR MODEL 735 54-(16' I X 7' fl 33'(16' X 7') 42"(9' X 7') 5 + L 9' X 7' (2 BRACKETS) j—'—`- 16' X 7.((3 BRACKETS) 20 GAGE END STILES - FASTENED WITH TOG-L-LOGS TO PANEL FOR DOORS LARGER THAN 9' X 7' USE END CAP OVER END STILES. (SEE DETAIL C) 19-1/2- OR 21" _ HIGH PANEL GALV. AND PREPAINTED STEEL 26 GAGE ALL MODELS EXCEPT 24 GAGE MODEL 750 a WITH 2 FASTENERS. 4 STRUTS -\ 3" 20GA WIDE SEE DETAIL A) E4 E 2' ROLLER WITH 7/16' DUB STEM. TIRE: STEEL 7 BALL OR NYLON. GALV. STEEL END HINGE ATTACHED WITH 4 FASTENERS. 14 GAGE - FOR 16' WIDE DOORS 18 GAGE - FOR 9' WIDE DOORS GALVANIZED STEEL STRUT. ATTACHED WITH 1/4' X 3/4- LONG HEX HEAD SELF DRILLING SCREWS. 2' O (2 PER VERTICAL STILE) 1-3/8- POLYSTYRENE INSULATION OPTIONAL FOR MOD. 724 AND 730 13 GAGE GALV. STEEL BOTTOM BRACKET ATTACHED WITH 2 FASTENERS BOTTOM SCREW CAN BE ABOVE OR BELOW ROLLER. SECTION A —A p \-LAG SCREW - 5/16" X 1-1/2" SECTION B — B 20 GAGE GALV. STEEL CENTER STILE TOG-L-LOC OR POP RIVETED TO PANEL 16 FT. WIDE DOOR `-18 GAGE GALV. STEEL CENTER HINGE 10 GAGE GALV. STEEL TRACK BRACKETS FASTENED TO FASTENED WITH (4) 1/4- X 1/2" WOOD JAMBS. (3 PER SIDE). SEE ABOVE FOR SPACING. HEX HEAD SHEET METAL SCREWS. 9 FT. WIDE DOOR 13 GAGE GAIN. STEEL TRACK BRACKETS FASTENED TO WOOD JAMBS. (2 PER SIDE). SEE ABOVE FOR SPACING. PREPARATION OF JAMBS BY OTHERS. NOTE ALL NON -DESCRIPTIVE FASTENERS SHOWN TO BE 1/4'-20 X 5/8- HEX BOLTS do NUTS OR Q1/4' X 1/2" LONG HEX HEAD SHEET METAL SCREWS )V Q WILLIAM T. UNDEIVA,JN, F.E. Consulting Structwal Engineer DOORS SHOWN ON THIS DRAWING HAVE BEEN DEMONSTRATED TO WITHSTAND THE PRESSURES Q 1140 ki.d1ET_On St:eat LISTED IN THE TABLE ABOVE SBC ASSUMPTIONS: 110 MPH. 15' ROOF HEIGHT. ROOF I Clermont, FL 31i11 _ = PITCH > 10', DOOR FULLY IN END ZONE FBC ASSUMPTIONS: 110 MPH. EXPOSURE 'B O - 30' ROOF HEIGHT, ROOF PITCH > 10'. 2OF D05R IN END ZONE (352) 242 . 100 AN ARCHITECT OR STRUCTURAL ENGINEER MUST DETERMINE IF THE DOOR IS SUITABLE FOR OTHER LOCATIONS. t. DOORS SMALLER THAN THOSE SHOWN WILL WITHSTAND ME INCREASED SBC PRESSURE LOADS, GIVEN THE SAME CONDITIONS. THE INCREASE IN DOOR STRENGTH IS GREATER THAN THE NOTE: GLAZING DOES NarfsA-ftFY IMPACT INCREASE IN PRESSURE AS THE DOOR SIZE IS MADE NARROWER OR SHORTER. 01 DEBRIS REOUIREMENTS IN FBC 16' ( DOUBLE EIO 4' X 16' AIR VENTS. (4) REO'D. 120 SO. IN. MIN. OPEN AREA OPTIONAL 1 r 1.25- Q 3' 1 2. 75" —I DETAIL A 3" 20GA WIDE STRUT j 1-63 I B DETAIL B 2" 22GA STRUT CENTER STILES 5 COLUMNS) Et1 CENTER HINGES 3 COLUMNS) ALTERNATE CONSTRUCTION USING ( 2) STRUTS-7. B B 7' E10 7' OPTIONAL LOCK f 9. E10 ( SINGLE CAR) CENTER STILES AND HINGES 1 COLUMN) 4" X 16' AIR VENTS. (2) REO'D. 60 SO. IN. MIN. OPEN AREA <0> OPTIONALCOUNTY BUILDING DIVISION 20 GAGE END CAP O` STERILE N. , M&E DETAIL C 4 STRUTS 2' 22GA SEE DETAIL B) 20 GAGE END STILES ORANGE orl". 1i r r!>•I 191". ilG]iMTAI 1Fs Nii IraY.r elf iV; jjjDS0R ]300R P. O. BOX 13858 MAUMELLE. AR. 72113 501) 562-187: 1 2422 3/5/02 KDD H 2413 1/25/02 G 2137 2/9/00 MODELS: 1 724, 426, 730. 735, 750, 550 F1549A5/14/96 E 1549 DWG. kAS 101993- 2 PART NAME: WINDLOAD RESIDENTIAL STEEL DOOR FOR S13C 110 MPH, FBC 110 MPH EXPOSURE " B" D 1449 9-8-95) TOLE CE FRAc * 1/64 DEC. t .015 ANC. f 1 C 1377 11/18/9a RLB) B 1373 t t/o2/s4) RLB) NEXT LEVEL PLOT SCALE 1= 1 DATE: 11- 19-93 DRN. BY BH DWG. N0. 99— B-032 A13363/3/94 REV. E.C.N. DATE: APPROV. SCALE NONE SHT 1 OF 13 GAGE STEEL TRACK SPLICE OR FLAG BRACKET, FASTEN TO WOOD JAMB WITH 5/16- X 1-1/2- LAG SCREWS --- 2" GALV. STEEL VERTICAL TRACK 18GA 9'XB', 10'X8' 16GA 16'X8', 18' ', 18'X8' BOLTED TO TRACK BRACKETS WITH 1/4'-20 X 5/8- TRACK BOLTS. OPENING HEIGHT NOT OVER DOOR HEIGHT) 16 GAGE GALV. STEEL 5 STRUTS uriiunnL 3/4' X 1-1/2' X 13 GAGE MIN. 1/4' X 1/2' LONG TOP BRACKET WITH 14 3" 18GA WIDE SSB GLASS LIGHTS GALV. STEEL HORIZONTAL ANGLE. GRRWGE BOLT k NUT GAGE ROLLER HOLDER (SEE DETAIL A) WITH 2 FASTENERS. a F4 FOR 16' X 8', 18' X 7' Qe: 18' x e'. USE t/a' x 3/4' HEX HEAD SELF B2' GALV. STEEL HORIZONTAL DRILLING SCREWTRACK16GAGEOR13GAGE BASED ON THE WEIGHT OF THE DOOR. DETAIL D 2' ROLLER WITH F-1 63'(1B'X7') 72'(18'X8,16'XB7 E9 42'(18')C7') 48"(18'X8',16'X8', 10'X8'.9'X8') 21-(18'X7') 9 O24-(18'X8', 16'XB') I O E9 9' X 8' do 10' X 8' (2 BRACKETS) I LH. O 16, X 8'. is X 7' do 18' X 8' (4 BRACKETS) I 20 GAGE END STILES - FASTENED WITH TOG-L-LOCS TO PANEL FOR DOORS LARGER THAN 9' X 7' USE END CAP OVER END STILES. ( SEE DETAIL C) I 2 _ SECTION B-B 10 GAGE FOR DOORS LARGER THAN 10' X B'. 13 GAGE FOR DOORS 10' X 8' AND SMALLER. GALV. STEEL TRACK BRACKETS FASTENED TO WOOD JAMBS. SEE ABOVE FOR QUANTITY 20 GAGE Ero.: 20 GAGE END CAP DETAIL C 7/16 DIA. STEM. TIRE: STEEL 7 BALL FOR 16'X8', 18'X7' do 18'XB' NYLON OR STEEL 7 BALL FOR 9'x8', 1O'XB' 3/4' POLYSTYRENE GALV. STEEL (14 GAGE) INSULATION END HINGE ATTACHED STANDARD FOR WITH 4 FASTENERS. MODEL 535 -% 19-1/2 , 21- OR 24' HIGH PANEL GALV. AND PREPAINTED STEEL 26 GAGE ALL MODELS EXCEPT 24 GAGE MODEL 750 GALVANIZED STEEL E STRUT. ATTACHED WITH 1/4" X 3/4- LONG HEX HEAD B SELF DRILLING SCREW 2 PER VERTICAL STILE) 6 STRUTS 3" 18GA WID SEE DETAIL A 1-3/8' POLYSTYRENE INSULATION OPTIONAL FOR MOD. 724 AND DOORS 16' X 8'. 18' X 7' 730 Q& 18' X 8'. USE 5th 13 GAGE GALV. STEEL SCREW THROUGH THE BOTTOM BRACKET TOP LEAF, END STILE ATTACHED WITH 2 qt FASTENERS. BOTTOM C STEM ROLLERS. SCREW CAN BE ABOVEU./ jlt OR BELOW ROLLER r i SECTION A -A - 44' 3" F SCREW 5/16' - V r-- 1.88' — 20 GAGE GALV. STEEL CENTER STILE /i/ ETAI L B TOG-L-LDC OR POP RIVETED TO PANEL GA STRUT 18 GAGE GALV. STEEL CENTER HINGE , FASTENED WITH (4) 1/4- X 1/2' SH i M— ir/ 60irZ 11 09 1 ri 1 r7 r1; 16' (DOUBLE CEST LL 4' X 16' AIR VEhT9.- i)- REO'D 10 CENTER RING120SO. IN. MIN. OPEN AREA OPTIONAL ALTERNATE OPTIONAL SSB GLASS LIGHTS USING (2) 18'(DOUBLE CAR) 4' X 16' AIR VENTS, (4) REO'D. CENTER STILES 10 HINGES120SO. IN. MIN. OPEN AREA CENTER OPTIONAL ALTERNATE CONSTRUC 1.25' USING (2) STRUTS- 4 STRUTS 3' 3" 20GA WIDE FOR 10' X 8' SEE DETAIL A) 3" 22GA LLI FOR 9' X 8' 2.75' - --I SEE DETAIL B) B ff E j jfiDETAILA 3' 20GA WIDE STRUT 3' 1 BGA WIDE STRUT AND SPACING. HEX HEAD SHEET METAL SCREW- 2422 NOTE: ALL NON -DESCRIPTIVE FASTENERS SHOWN TO BE ' 2413 1/4--20 X 5/8' HEX BOLTS h NUTS OR LH1/4' X 1/2' LONG HEX HEAD SHEET METAL SCREWS. 3 / / : _ _ ..: :, F7 WILLIAM T. LINDEMANN. P.E F 1549 Consulting Structural Engineer E 1549 DOORS SHOWN ON THIS DRAWING HA EEN DEMONSTRATED TO WITHSTAND THE PRESSURES 1140 Anderson Street c - D 1449 LISTED IN THE TABLE ABOVE. SBC ASSUMPTIONS: ,110 MPH, 15' ROOF HEIGHT, ROOF _ PITCH > 10, DOOR FULLY IN END ZONE FBC ASSUMPTIONS: 110 MPH, EXPOSURE 'B', Clermont, FL 34711 ; _ - C 1 377 30' ROOF HEIGHT. ROOF PITCH > 10% 2' OF DOOR IN END ZONE 0 3$2) 242 0100 `' ` .. Y B 731336ANARCHITECTORSTRUCTURALENGINEERMUSTDETERMINEIFTHEDOORISSUITABLEFOR . OTHER LOCATIONS. DOORS SMALLER THAN THOSE SHOWN WILL WITHSTAND THE INCREASED SBC PRESSURE LOADS, THAN THE OO NOTE: GLAZING DOES •ISOi SATISFY IMPACT A 1336 REV. E.C.N. GIVE THE SAME CONDn10N5. THE INCREASE IN DOOR STRENGTH IS GREATER r.. r .., nnrr !r — — nano c17F K uanr NARROWER OR SHORTE{i. DEBRIS REQUIREMENTS IN FBC t r mrr:>Q>ilt I- ifiL 1r f =IQIi llll IF L• IIfFIC]ittr•IIIiITi•)•t ya!- 4' X 16' AIR VENTS, (2) REQ'D. 60 SQ. IN. MIN. OPEN AREA OPTIC 71a3/5/02 KDD 1/25/02 9/00 MODELS: i/14/96 D-e-DS) (.R.1..a...) 11/18 94 (R) 11/02/94) (RLB) B B OR B' EN B' q 10' (SINGLE CAR) 1 CENTER STILES AND CENTER HINGES (1 COLUMN) P.O. BOX 13858 MAUMf1 F AR trl<7TTATDS®R jl'Zy('1OR 72113 It 501) 562-1872 724, 426, 730, 735, 750, 550 DWG. WAS PART NAME U 101993-2 WINDLOAD RESIDENTIAL STEEL DOOR TOLERANCE FOR SBC 110 MPH, FBC 110 MPH FRAC.f 1/64 DEC. f .o1s ANc. t r DATE: I APPROV. NONE xT LEVEL DATE DWG. N0. 11-19-93 99-B-032 OT SCALE DRN. BY SHT 2 OF 31=1 BH a 13 CAGE STEEL TRACK SPLICE OR FLAG BRACKET, FASTEN TO WOOD JAMB WITH 5/16- X 1-1/2' LAG SCREWS - 2- GALV. STEELVERTICALTRACK; 18GA (9 XS , 10 X8') 16GA 16'X8'• 18'X87 BOLTED TO TRACK BRACKETS WITH 1/4'-20 X 5/8" TRACK BOLTS. OPENING HEIGHT NOT OVER DOOR HEIGHT) 3/4- X 1-1/2' X 13 GAGE MIN GALV. STEEL HORIZONTAL ANGLE. 2" GALV. STEEL HORIZONTAL TRACK 16 GAGE OR 13 GAGE BASED ON THE WEIGHT OF THE DOOR. 72-(18' 48-(18'X8'.16'X8', 1 O'X8'.9'X8') 24'(18'X8'. Q16'X8') 5' Q9' X 8' Ec 10' X 8' (2 BRACKETS) 16' X 8' X 18, X 8' (4 BRACKETS) 1/4- X 1/2" LONG CARRIAGE BOLT FOR 16' X 8' AND 18' X 8'. USE 1/4" X 3/4- HEX HEAD SELF DRILLING SCREW DETAIL D 20 GAGE END STILES 20 GAGE END CAP 16'X8') Qg X 3/4' POLYSTYRENE INSULATION STANDARD FOR MODEL 735. DETAIL C _ 19-1/2'. 21" OR 24' HIGH PANEL _ GALV. AND 2 PREPAINTED STEEL 26 GAGE ALL MODELS EXCEPT 24 GAGE MODEL O 750 O DOORS 16' X 8' OR QB 18' X 8' USE 5th SCREW LH. THROUGH THE TOP LEAF, QEND STILE AND RAIL ftSf LONG STEM ROLLERS. 20 GAGE END STILES - FASTENED WITH 4ArC 16 GAGE GALV. STEEL TOP BRACKET WITH 14 GAGE ROLLER HOLDER WITH 2 FASTENERS. r2' ROLLER WITH7/16' DIA. STEM. TIRE: STEEL 7 BALL FOR 16'X8', 18'X8' NYLON OR STEEL 7 BALL FOR 9'X8'. 10'X8' GALV. STEEL (14 GAGE) END HINGE ATTACHED WITH 4 FASTENERS. 6 5IRU15 v""— SSB GLAS`. 3" 18GA WIDE SEE DETAIL A) F4 e F TT GALVANIZED STEEL STRUT. ATTACHED WITH 1 /4" X 3/4' LONG HEX HEAD SELF DRILLING SCREW 2 PER VERTICAL STILE) 1-3/8' POLYSTYRENE INSULATION OPTIONAL FOR MOD. 724 AND 730 13 GAGE GALV. STEEL BOTTOM BRACKET ATTACHED WITH 2 FASTENERS. BOTTOM SCREW CAN BE ABOVE OR BELOW ROLLER. TOG -L-LOGS TO PANEL FOR DOORS G AA• LARGER THAN 9' X 7' USE ENO CAP Tt uAl ( —I F- OYER END STILTS. (SEE DETAIL C) a r / TION A —A I0 ie 3- 9 / 2 SCREW 5/16X- SECTION B - B 20 GAGE GALV. STEEL CENTER STILE ETAI L B e 10 GAGE FOR DOORS LARGER THAN 10 X 8'. TOG-L-LOC OR POP RIVETED TO PANEL - 22GA STRUT 13 GAGE FOR DOORS 10' X 8' AND SMALLER. F6 GALV. STEEL TRACK BRACKETS FASTENED 18 GAGE GALV. STEEL CENTT31 HINGE TO WOOD JAMBS. SEE ABOVE FOR QUANTITY FASTENED WITH (4) 1/4- X 1/2- AND SPACING. HEX HEAD SHEET METAL SCREWS. DOOR SIIE TEST PRESSURE FS.F. NOTE 1/ NON - DESCRIPTIVE 20 X 5/8HEX BOLTS & NUTS OR ASTENERS SHOWN TO BE WIDTH HOLM POSMVE NEGATNE 1/4' X 1/2- LONG HEX HEAD SHEET METAL SCREWS. 16 WILUAM T. Ut.'DE ".*%ri, .R.-e I Consulting Structural EngineK _ DOORS SHOWN ON THIS DRAWING HAVE BEEN DEMONSTRATED TO WITHSTAND THE PRESSURES 1140 Andersen Street LISTED INTHETABLEABOVESBCASSUMPTIONS: 110 MPH, 15' ROOF HEIGHT, ROOF PITCH > 10', DOOR FULLY IN END ZONE FBC A.",SUMPTIONS: 110 MPH. EXPOSURE 'B'. O Clern:Cni, FL 34;11 _ 30' ROOF HEIGHT, ROOF PITCH > 10% 2' OF DOOR IN END ZONE (352) 2 ;2 - 0103 AN ARCHITECT OR STRUCTURAL ENGINEER MUST DETERMINE IF THE DOOR IS SUITABLE FOR t OTHER LOCATIONS. DOORS SMALLERTHANTHOSE SHOWN WILL WITHSTAND THE INCREASED SBC PRESSURE LOADS. NOTE: GLAZING DOES NOT SATISFY IMPACT GIVEN THE SAME CONDITIONS. THE INCREASE IN DOOR STRENGTH IS GREATER THAN THE Q DEBRIS REQUIREMENTS IN FBC INCREASE IN PRESSURE AS THE DOOR SIZE IS MADE NARROWER OR SHORTER. IL AS A 16'( DOUBLE CAR) CENTER STILTSI 4- X 16" AIR VENTS. (4) REO'D. 1 CENTERHINGES T3 120 SO. IN. MIN. OPEN AREA OPTIONAL ALTERNATE CONS F )2 WtK*I AL SS8CLASS LIGHTS USM (2) STRUJ 1.25- 3' f-- 275" - i DETAIL A 3" 20GA WIDE STRUT 3" 18GAWIDESTRUT12422 3/5/02 H 2413 1/25/02 G 2137 2/9/00 F 1549A 5/14/96 E 1549 D 1449 9—e-95) C 1377 11/18/94 B 1373 11/02/94) A 1336 3/3/94 tNATE CONSTRUCTION 2) STRUTS. 10 OPTIONAL LOCK 11 UM S ) 4' % 16- O. plAIR VENTS. (4) RE -w CCU MNGES STILES5 COURA COLLM120 50. . MN. OPEN AREA OPTIONAL O opr10NAL S STRUTS 3' 20GA MADE® FOR 10' X e' SEE- DETAIL A)® 3 22GA i FOR 9'X8' SEE DETAIL 8) 8 4- X 16- AIR VENTS. (2) REOb_ Go So. PC WN. OPEN AREA OFT REV.1 E. C.N. 1 DATE: J APPROV r'71r1 r mP.O. BOX 13858 MAUMELL.E, AR. 72113 562-1872 MODELS: 724, 426, 730. 735, 750, 550 DWG. WAS PART NAME: Q 101993-2 WINDLOAD RESIDENTIAL STEEL DOOR TOLERANCE FOR SBC 110 MPH, FBC 110 MPH EXPOSURE "B" FRAC. t 1/ 64 DEC. t .015NEXTLEVELDATE DWG. NO. ANG. t 1 11-19-93 99—B-032 SCALE I PLOT SCALE DRN. 13Y SHT 3 OF 3 NONE 1=1BH y iORM 60OA-2001 FLORIDA ENERGY E FOR BUILDING C( Florida Department of C Residential Whole Building I Project Name: 2879 408M Address: N2 166SCi C{ City, State: t T= Owner: 1).2 VpztbO Climate Zone: C(i°nttal FICIENCY CODE NSTRUCTION nmunity Affairs rformance Method A Builder: DR HORTON Permitting Office: Permit Number: Jurisdiction Number: 1. New constructio ` r existing New - 12. Cooling systems 2. Single family or multi -family Single family - a. Central Unit Cap: 60.0 kBtu/hr3. Number of units, if multi -family 1 4. Number of Bedrooms 1 4 b. SEER: 12.05 _ N/A 5. Is this a worst case? No 6. Conditioned floor area (ft2) 2872 ft2 c. N/A - 7. Glass area & type a. Clear - single pane 319.0 ftz - 13. Heating systems b. Clear - double pane 0.0 112 _ a. Electric Heat Pump Cap: 60.0 kBtu/hrc. Tint/other SHGC - single pane 0.0 ft2 d. Tint/other SHGC - double pane 0.0 W b. HSPF: 8.25 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, 460.0fV c. N/A 14. Hot water systems 9. Wall types - a. Concrete, Int Insul, Exterior R=3.0, 876.0 ft2 a. Electric Resistance Cap: 50.0 gallons _ b. Frame, Wood, Exterior R=11.0, 785.0 ft2 b. EF: 0.86 N/A - c. Frame, Wood, Adjacent R=11.0, 622.0 ft2 d. N/A _ c. Conservation credits e. N/A HR-Heat recovery, Solar - 10. Ceiling types - DHP-Dedicated heat pump) a. Under Attic R=19.0, 2091.0 ft2 _ 15. HVAC credits PTb. N/A _ CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts - mPT-Programable Thermostat, a. Sup: Unc. Ret: Unc. AH: Interior Sup. R=6.0, 320.0 ft _ NU-C-Multizone cooling, b. N/A MZ-H-Multizone heating) Glass/Floor Area: 0.11 Total as -built points 33937 Total base points, 38807 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: 1) DATE: 03.02- t hereby certify that this building, as designed, is in ompliance with the Florida Energy Code. OWNER/AGENT: DATE: PASS iew of the plans and ifications covered by this ulation indicates compliance the Florida Energy Code. reconstruction is completed building will be inspected for pliance with Section 553.908 da Statutes. ILDING OFFICIAL: FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: I BASE AS -BUILT GLASS TYPES 18 X Conditioned X BSPM = Floor Ar6a Points Type/SC Overhang 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 Exterior 622.0 1661.0 0.70 1.90 435.4 3155.9 Concrete, Int Insul, Exterior Frame, Wood, Exterior 3.0 11.0 876.0 785.0 1,40 1.90 1226.4 1491.5 Base Total: 2283.0 3591.3 Frame, Wood, Adjacent As -Built Total: 11.0 622.0 2283.0 0.70 435.4 3153.3 DOOR TYPES Area X BSPM Points Type Area X SPM Points Adjacent Exterior 18.0 20.0 1.60 4.80 28.8 96.0 Adjacent Wood Exterior Wood 18.0 20.0 2.40 7.20 43.2 144.0 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.E Base Total: 2091.0 4453.8 As -Built Total: 2091.0 5896.E FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM Points Slab 173.0(p) Raised 460.0 31.8 3.43 5501.4 1577.8 Slab -On -Grade Edge insulation Raised Wood, Adjacent 5.0 173.0(p 11.0 460.0 31.70 1.80 5484.1 828.0 Base Total: 7079.2 As -Built Total: 633.0 4656.1 EnergyGaugeO DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB Q.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 23683.2L 61313.1 61313.1 1.000 1.00 1.087 x 1.150 x 0.90) 0.283 1.125 0.283 0.950 0.950 18544.5 18544.5 EnergyGaugeT"' DCA Form 60OA-2001 EnergyGauge&FIaRES'2001 FLRCSB v3.2 FORM 600A-2001 WINTER CALCULATIONS r. Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BWPM = Points OverhangFloorAivaType/SC Ornt Len Hgt Area X WPM X WOF = Point 18 2872.0 5.86 3029.4 Single, Clear W 1.0 10.0 32.0 10.74 1.00 343.5 Single, Clear W 4.0 15.0 8.0 10.74 1.01 87.0 Single, Clear W 4.0 7.5 10.0 10.74 1.05 112.5 Single, Clear S 1.0 15.0 16.0 7.73 1.00 123.3 Single, Clear E 1.0 17.0 16.0 9.96 1.00 159.8 Single, Clear E 1.0 22.0 16.0 9.96 1.00 159.7 Single, Clear E 1.0 13.0 53.0 9.96 1.00 529.7 Single, Clear N 1.0 5.0 10.0 12.32 1.00 122.9 Single, Clear N 1.0 7.0 23.0 12.32 1.00 282.9 Single, Clear E 1.0 10.0 15.0 9.96 1.00 150.0 Single, Clear W 1.0 12.0 30.0 10.74 . 1.00 322.1 Single, Clear S 1.0 6.0 60.0 7.73 1.01 467.7 Single, Clear S 1.0 6.0 15.0 7.73 1.01 116.9 Single, Clear E 1.0 10.0 15.0 9.96 1.00 150.0 As -Built Total: 319.0 3128.0 WALL TYPES Area X BWPM Points Type R-Value Area X WPM Points Adjacent 622.0 1.80 1119.6 Concrete, Int Insul, Exterior 3.0 876.0 3.80 3328.8Exterior1661.0 2.00 3322.0 Frame, Wood, Exterior 11.0 785.0 2.00 1570.0 Base Total: 2283.0 Frame, Wood, Adjacent 11.0 622.0 1.80 1119.64441.6 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 5.90Exterior20.0 5.10 102.0 Exterior Wood 20.0 106.2 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 18192 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 2.40Raised460.0 0.20 92.0 Raised Wood, Adjacent 11.0 460.0 1.80 415.2 828.0 Base Total: 420.7 1 As -Built Total: 633.0 412.8 EnergyGaugeO DCA Form 600A-2001 EnergyGauge@)/FlaRES'2001 FLRCSB Q.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT INFILTRATION Area X BWPM = Points Area X WPM Points 2872.0 0.28 -804.2 2872.0 0.28 804.2 Winter Base Points: 7758.4 Winter As -Built Points: 10832.4 Total Winter X System Heating Total X Cap X Duct X System X Credit HeatingPointsMultiplierPointsComponentRatioMultiplierMultiplierMultiplierPoints DM x DSM x AHU) 7758.4 0.6274 4867.E 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 EnergyGauge'rm DCA Form 600A-2001 EnergyGaugeOlFIaRES'2001 FLRCSB Q.2 FORM 60OA-2001 WATERHEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details I ADDRESS: , ,., PERMIT #: BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = TotalBedroomsVolumeBedroomsRatioMultiplier 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 1.8544 4898 10495 33937 E: PASS O" Z8B ST l WE EnergyGaugel DCA Form 60OA-2001 EnergyGaugeO/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft. window area; .5 cfm/s .ft. door area. Exterior & Adjacent Wails 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to the foundation to the top plate. Floors 606.1.ABC.1.2.2 - Penetrations/openings >1/8" sealed unless backed by truss .orjoint 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 wails & 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 withno penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi - story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. 0A- ZZ U 1 FitK PRE5CRIPTIVE MEASURES must be met or exceeded by all residences. COMPONENTS SECTION REQUIREMENTS Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker electric or cutoff as must be provided. External or built-in heat tra re uir SwimmingPools &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 zjnower heads 1 612.1 Air Distribution Systems 1610.1 Insulation 604.1, 602.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ceilings - Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGauge"" DCA Form 60OA-2001 EnergyGaugeO/FlaRES,2001 FLRCSB v3.2 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 85.7 The higher the score, the more efficient the home. 1. New construction or existing New 12. Cooling systems2_ Single family or multi -family SinY a family a. Central Unit3. Number ofunits, if multi -family I4. Number of Bedrooms 4 - 5. Is this a worst case? No b. N/A 6. Conditioned floor area (ft2) 2872 ft2 - c. N/A7. Glass area & type a. Clear - single pane b. Clear -double pane 319.0 ft2 - 13. Heating systems c. Tint/other SHGC - single pane 20.0 ft _ a_ Electric Heat Pump d. Tint/Other SHGC - double pane 0.0 ft2 _ 8. Floor types 0.0 ft2 b. NIA a. Slab -On -Grade Edge Insulation R=5.0, 173.0(p) ft c. N/Ab. Raised Wood, Adjacent R=11.0, 460.0ft2 _ c. N/A 9. Wall types 14. Hot water systems a. Concrete, Int Ins4 Exterior R=3.0, 876.0 ft2 - a. Electric Resistance b. Frame, Wood, Exterior R=11.0, 785.0 112 b. N/Ac. Frame, Wood, Adjacent R=11.0, 622.0 ft2d. N/A e. N/A c. Conservation credits 10. Ceiling types HR-Heat recovery, Solar a. Under Attic R=19.0, 2091.0 ft2 DHP-Dedicated heat pump) b. N/A 15. HVAC credits c. N/A CF-Ceiling fan, CV -Cross ventilation, I L Ducts HF-Whole house fan, a. Sup: Unc. Ret: Unc. AH: Interior Sup. R=6.0, 320.0 ft PT -Programmable Thermostat, b. NIA RB-Attic radiant barrier, MZ-C-Multizone cooling, MZ-H=Multizone heating) 1 certify that this home .has complied with the Florida Energy Efficiency Code For BuildingConstructionthroughtheaboveenergysavingfeatureswhichwillbeinstalled (or exceeded) in this home before final inspection. Otherwise, anew EPL Display Card will be completedbasedoninstalledCodecompliantfeatures. Builder Signature: Date: Address of New Home:312 (',Q Oe g City/FL Zip: Cap: 60.0 kBtu/hr - SEER:12.05 - Cap: 60.0 kBtu/hr _ HSPF:8.25 - Cap: 50.0 gallons - EF: 0.86 - PT, - yo4 THE ST,9 O NOTE. The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating Ifyourscore is 80 or greater (or 86for a US EPAIDOE EnergyStarrmdesignation), your home may quayfor energy efficiency mortgage (EEM) incentives rContacttheEnergyGaugeHotlineat3*211638-1492 or see the Energy Gauge web site at Iwww.fsecorida Energy Gauge Rating. information and a list ofcertifiedRaters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department ofCommunity Affairs at 850/487--1824. EnergyGauge® (Version: FLRCSB v32) 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 For: DR HORTON Desi n information Weather: Orlando —AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 38 OF Outside db 93 ofInsidedb70OFInsidedb75OFDesignTD32OFDesignTD18OF Daily range M Relative humidity 50 Moisture difference 43 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 40970 Btuh Ventilation air 0 Structure 35571 Btuh cfmVentilationairloss0Btuh Ventilation Design temperature swing 1485 3.0 Btuh OFDesignheatload40970BtuhUsemfg. data n Rate/swing multiplier 0.98InfiltrationTotalSens. equip. load 36315 Btuh Method Simplified Construction quality Average Latent Cooling Equipment Load Sizing Fireplaces 0 Internal gains 1150 Btuh Heating Cooling Ventilation Infiltration 2212 4526 Btuh BtuhArea (ft2) 2872 2872 Volume (ft3) 22976 22976 Total latent equip. load 7888 Btuh Air changes/hour 0.70 0.40 Equiv. AVF (cfm) 269 153 Total equipment load 44203 Btuh Heating Equipment Summary Cooling Equipment Summary Make TRANE Make TRANETradeTrade Efficiency 8.4 HSPF Heating input Efficiency 10.0 EER Heating -output 0 Btuh @ 47°F Sensible coolingLatentcooling 40600 17400 Btuh BtuhHeatingtemprise0OF Actual heating fan 0 cfm Total cooling Actual cooling fan 58000 1933 Btuh cfmHeatingairflowfactor0.000 cfm/Btuh Cooling air flow factor 0.054 cfm/Btuh Space thermostat Load sensible heat ratio 82 Bold4talic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. g wnghtsoft Right -Suite ResidenUa Tm 5.0.64 RSR26015 ACCA E:\Files\drhorton\287912879REVD.nu 2002-Feb-2813:29:06 Page 1 RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-3-97 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.70 ach x 22976 2. Winter infiltration load 1.1 x 269 cfm x 32 3. 'Winter infiltration HTM 9454 Btuh / 355 ft3 x 0.0167 = F Winter TD = ft2 Total window = and door area Procedure B - Summer Infiltration HTM Calculation 269 cfm 9454 Btuh 26.6 Btuh/ft2 1. Summer infiltration AVF 0.40 ach x 22976 ft3 x 0.0167 = 153 cfm 2. Summer infiltration load 1.1 x 153 cfm x 18 °F Summer TD = 3039 Btuh3. Summer infiltration HTM 3039 Btuh / 355 ft2 Total window = 8.6 Btuh/ft2 and door area Procedure C - Latent Infiltration Gain 0.68 x 43 gr/lb moist.diff. x 153 cfm = 4526 Btuh rroceaure u - tclulpment Sizing Loads 1. Sensible sizing load Sensible ventilation load 1.1 x 75 cfm vent. x 18 °F Summer TD = 1485 BtuhSensibleloadforstructure (Line 19) + 35571 BtuhSumofventilationandstructureloads = 37056 BtuhRatingandtemperatureswingmultiplierx0.98Equipmentsizingload - sensible = 36315 Btuh 2. Latent sizing load Latent ventilation load 0.68 x 75 cfm vent. x 43 gr/lb moist.diff. = 2212 BtuhInternalloads = 230 Btuh x 5 people + 1150 BtuhInfiltrationloadfromProcedureC + 4526 BtuhEquipmentsizingload - latent = 7888 Btuh Construction Quality is: a No. of Fireplaces is: 0 Boldlltalic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed yy wrnghtsoft Right -Suite Residential- 5.0.64 RSR26015 2002-Feb-28 13:29:06 I t MiE:\Filesldrhorton\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 32746-6206 Phone: (407) 831-2665 W S D W G L S S O N A S O O W C W SNKIALOTHVGNHVVHHNHDYRLAWRAHLGCRRGTAAWZEMDGZLOXYTMRR 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 0.0annwbcn0n11901.0 3.5 5.0 7.0 62.4 7.0 0.0annwbcn0n11. 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 0.0answbcn0n11901.0 1.0 1.0 5.0 76.4 60.0 7.6 jj wnghtsoft RlghtSuite ResidendaiTM 5.0.64 RSR26015 2002-Feb-28 13:29:06C,Ck E.\Fiies\drtarton\287912879REVD.rsr Page 1 BEDRM 4 a n sw b c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 15.0 1.9 BEDRM 3 a n se b c n 0 d 1 1 90 1.6 1.0 5.0 5.0 47.4 15.0 0.0 wrightsoft RlghtSuite Residerrtiai- 5.0.64 RSR26015 2002-Feb48 13:29:06 E:\FUes\drhorton\2879\2879REVD.rsr Page 2 D RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONIN.G,R Job: 2879 MODEL REVISED 10-3-97 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 rvwrvuAL u: tin to. 1 Name of mom Entire House LiWDIN/FOY LAUNDRY RM WIC2Lengthofexposedwall314.5 ft 61.5 ft 11.0 ft 19.0 ft3 4 Room dimensions Ceiings Condit. Option 8.0 ft heat/cool d 20.0 x 21.0 ft 8.0 ftl heat/cool 15.0 x 6.0 ft 8.0 ft heat/cool 13.0 x 11.0 ft 8.0 ftheat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURENO. Htg Clg .' ftz) Htg I Clg ft2) Htg Clg I (ft) Htg Cig ft) Htg Clg 5 Gross a 14B 4.6 2: T 1028 284 0 88 Exposedb12C2.9 1.9 1000 64 0 0 wallsandc13C3.2 1.2 552 144 88 64 partitionsd0.0 0.0 0 0 0 0 e 0.0 0.00 0 0 0 6 Windows and a 1C 37.0 264 9757 71 2624 p 0 0 0 glassdoorsb8C37.0 53 1959 0 0 0 0 0 0 Heatingc9C38.7 0 0 0 0 0 0`"" 0 0 d0.0 0 0 0 0 0 0 0 0 I0. 0 0 0 0 0 0 0 0 0.+« 7 Windows and North 27.6 9 261 0 0 0 0 0 glassdoorsNE/NW 51.4 88 4525 48 2259 0 p 0 0 0 CoolingE/W 0.0 0 0 0 0 0 0 0 SE/SW 54.3 220 11927 23 1090 0 0 0 0 0 South0.0 0 0 0 0 0 0 0 0 Horz0.0 0 0 0 0 0 0 0« 0 8 Other doors a 11A 18.9 12.7 38 717 484 20 378 255 18 340 229 0 0 0 b0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 862 3972 1775 229 1055 472 0 0 0 88 406 181 exposedb12C2.9 1.9 849 2445 1650 48 138 93 0 0 0 0 wallsandc13C3.2 1.2 534 1682 625 144 454 168 70 221 82 64 0 202 0 75 partitionsd0.0 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 01 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 bc 0. 0 0. 0 0. 0 0. 0 0 0 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 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 01 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 19B 1.3 0.0 460 589 0 0 0 0 0 0 0 0 perimeteris displ. c . 19G d 1. 1 0. 0 0. 0 0. 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 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 0 0 0 12 Infiltration a 26.6 8.6 355 9454 3039 91 2424 779 18 4791 154 01 0 0 13 Subtotal loss=6+8..+11+12 37246 8592 1184 Lessexternalheating00856 Less transfer 0 0 0 0 14 15 Duct loss Total loss = 13+14 10°/ 3725 10°/ 859 100/ 0 118 10°/ 0 86 409709451130294216 Int. gains: People @ 300 5 1500 0 0 0 p Appl. @ 1200 2 1800 0 0 1 0 600 0 0 17 Subtot RSH gain=7+8. +12+16 32337 6052 p Less external cooling 0 1600 25. Less transfer 0 0 0 0 18 19 Duct gain Total RSH gain=(17+18)`PLF 10°/ 1. 00 3234 35571 0 605 10°/ 0 107 10° 0 26 20 Air required (cfm) 0 1933 doo- 0 6657 1.00 1172 1.00•:«282 36201641015Printout certified by ACCA to meet all requirements of Manual J 7th Ed C wrsghtSofC Rig"uite Residential TM 5.0.64 RSR26015 2002 Feb 28 13:29:08 E:\Files\drhortonX2879M79REVD.rsr Page 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-3-97 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 ivwrvuHL J: tin to, 1 Name of room SITTING RM MASTER BATH MASTER BEDRM MASTER HALL BATH2Lengthofexposedwall10.0 ft 11.0 ft 13.0 ft 0.0 ft3Roomdimensions10.0 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 ftj heat/cool 8.0 ft heat/cool 8.0 ft heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg I Clg ft') Htg Clg ft') Htg Cig ft1) Htg Clg ft') Mg Cig 5 Gross a 14B 4.6 2.1 80 88 104 0Exposedb12C2.9 1.9 0 0 0 0wallsandc13C3.2 1.2 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 e 0.0 0.0 0 0 0 0f0.0 0.0 0 0 01 0 6 Windows and a 1C 37.0 16 591 16 591 16 591 0 0glassdoorsb8C37.0 0 0'"" 0 0 0 0 0 0 Heating c 9C 38.7 0 0 0 0 0 0 0 0 7 Windows and North 27.6 0'"'* 0 0 0 0- 0 0 0glassdoorsNE/NW 51.4 0 0 0 0 0- 0 0 0CoolingE/W 0.0 0 0 0 p 0 0 0`». 0SE/SW 54.3 16 758 16 758 16 758 0 0South0.0 0 0 0 0 0 0 0 0Horz0.0 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 0b0.0 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 0exposedb12C2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0wallsandc13C3.2 1.2 0 0 0 0 0 0 0 0 0 0 0 0partitionsd0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0e0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0f0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 0 0 0 0 0 0 0 0 0 0 0 0b0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0c0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0d0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0e0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0f0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22B 13.1 0.0 10 131 0 11 144 0 13 171 0 0 0 0Note: room b 19B 1.3 0.0 0 0 0 0 0 0 0 0 0 0 0 0perimeterc19G1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 0isdispl. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0forslaba0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration I a 1 26.61 8.6 16 4261 137 161 426 137 16 426 137 0 0 0 13 Subtotal loss=6+8..+11+12 1444 1494 1594 0Lessexternalheating000Lesstransfer000 0 14 Duct loss 10 °/ 144 10 °/ 149 10°/ 159 10 °/ 0 015Totalloss =13+14 1588 1643 1753 0 16 Int gains: People Q 300 0 0 0 0 1 300 0Appl. Q 1200 0- 0 0 0 0 0 0 0 017SubtotRSHgain=7+8..+12+16 1027 1044 137Lessexternalcooling00 0 Less transfer 0 0 0 0 18 19 Duct gain Total RSH gain=(17+18)*PLF 10 °/ 1.00 103 1130 10 °/ 1.00 ` 104 10°/ 0 138 10 °/ 0 0 20 Air required (cfm) 0 61 0 1148 62 1.00 1138 1.00 0 0 82 0 0 Printout certified by ACCA to meet all requirements of Manual J 7th Ed w1r1ght50f9t RightSuite ResidentialTM 5.0.64 RSR26015 ,4CCA E:tFilesldrhorton1287912879REVD.rsr 2002-Feb 28 13:29:08 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 MHNUHL J: Im ha. 1 Name of room FAMILY RM KITCHEN BEDRM 2 UP BATH RM2Lengthofexposedwall36.0 ft 12.0 ft 28.0 ft 11.0 ft3 4 Room dimensions Ceiings Condit. Option 17.0 x 19.0 ft 8.0 ft heat/cool 12.0 x 17.0 ft 8.0 ft heattcool 16.0 x 12.0 ft 11.0 x 13.0 ft 8.0 ft heat/cool 8.0 ftl heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg Clg W) Htg I Clg W) Htg Clg 1 (W) Htg Clg W) Htg Cig 5 Gross a 14B 4.6 2.1 288 96 0 0Exposedb12C2.9 1.9 64 0 96 0wallsandc13C3.2 1.2 0 0 128 88partitionsd0.0 0.0 0 0 0 0 6 Windows and a 1C 37.0 0 0 10 370 15 554 0 0glassdoorsb8C37.0 53 1959 0 0 0 0 0 0Heatingc9C38.7 0 0 0 0 0 0 0 0 e f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 000000 7 Windows and North 27.6 0 0 0 0 0 0 0glassdoorsNE/NW 51.4 0 0 10 394 0 0 0 0 0CoolingENV0.0 0 0 0"*• 0 0•««, 0 0 0SE/SW 54.3 53 2512 0 0 15 711 0 0South0.0 0 0 0 0 0 0 0 0Horz0.0 0 0 0 0 0 0 0 0 8 Other doors a 11 A 18.9 12.7 0 0 0 0 0 0 0 0 0 0 0b0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0c0.0 0.0 01 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 235 1083 484 86 396 177 0 0 0 0 0 0exposedb12C2.9 1.9 64 184 124 0 0 0 81 233 157 0 0 0wallsandc13C3.2 1.2 0 0 0 0 0 0 128 403 150 88 277 103partitions. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0e0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0f0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 323 548 719 204 346 454 192 326 427 143 243 318b0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0c0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0d0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0e0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0f0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22B 13.1 0.0 36 472 0 12 157 0 0 0 0 0Note: room b 19B 1.3 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0perimeterc19G1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 0isdispl. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0forslaba0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 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 19166Lessexternalheating0p 520 Less transfer 0 0 0 14 15 Duct loss Total loss = 13+14 10°/ 6223 566 10"/ 154 10°/ 0 192 10°/ 0 5216892192572 16 Int. gains: People @ 300 4 1200 0 0 0 0 0APpl. @ 1200 0 0 1 1200 p 0 0 0 017SubtotRSHgain=7+8..+12+16 5493 2311 1574Lessexternalcooling00 421 Less transfer 0 0 0 0 18 19 Duct gain Total RSH gain=(17+18)*PLF 10°/ 1.00 549 6043 10°/ 1.10 231 10°/ 0 157 10'/ 0 42 20 Air required (cfm) 0 328 0 2542 138 1.00 115 1. 10 : 44263 0 94 0 25 Printout certified by ACCA to meet all requirements of Manual J 7th Ed NOwl t50R Right -Suite ResidentialTM 5.0.64 RSR26o15AWKE:\FUes\drhorton\2879\2879REVD.rsr 2002 Feb 28 13:29:06 Page 3 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-3-97 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 MANUAL J: 7th Ed. 1 Name of room ACTNITY RM BEDRM 4 BEDRM 32Lengthofexposedwail59.0 ft 15.0 ft 28.0 It3Roomdimensions25.5 x 20.0 It 15.0 x 10.0 ft 16.0 x 12.0 ft4CeiingsCondit. Option 8.0 It heat/cool 8.0 111 heat/cool 8.0 ft heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) AreaEXPOSURENO. Htg I Clg W) Htg I Cig ft') Htg Cig ft') Htg Cig Htg Clg 5 Gross a 14B 4.6 2.1 0 0 0Exposedb12C2.9 1.9 432 120 224wallsandc13C3.2 1.2 40 0 0partitionsd0.0 0.0 0 0 0 f 0.0 0.0 0 0 0 6 Windows and a 1C 37.0 90 3326 15 554 15 554glassdoorsb8C37.0 0 0 0 0 0 0Heatingc9C38.7 0 0 0 0 0 0 e 0.0 0 0 0 0 0 0 7 Windows and North 27.6 8 222 2 39 0 0glassdoorsNE/NW 51.4 30 1872 0 0 0 0CoolingENV0.0 0 0 0 0 0 0 SE/SW 54.3 52 4006 13 621 15 711 South0.0 0 0 0 0 0 0 Horz0.0 0 0 0 0 0 0 8 Other doors a 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 b0.0 0.0 0 0 0 0 0 0 0 0 0 c0.0 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 exposedb12C2.9 1.9 342 985 665 105 302 204 209 602 406 wallsandc13C3.2 1.2 40 12 47 0 0 0 0 0 0 partitionsd0.0 0.0 0 0 0 0 0 0 06 00e0.0 0.0 0 0 0 0 0 0 0 0 0 f0.0 0.0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 510 865 1135 150 254 334 192 326 427 b0.0 0.0 0 0 0 0 0 0 0 0 0 c0.0 0.0 0 0 0 0 0 0 0 0 0 d00.00 0 0 0 0 0 0 0 0 e0.0 0.0 0 0 0 0 0 0 0 0 0 f0.0 0.0 0 0 0 0 0 0 0 0 0 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 perimeterc19G1.1 0.0 0 0 0 0 0 0 0 0 0 is d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 forslabslaba0.0 0.0 0 0 0 0 OF 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 12 Infiltration a 26.6 8.6 90 2397 770 15 399 128 15 399 128 13 Subtotal loss=6+8..+11+12 9062 1511 Lessexternalheating01881 Less transfer 0 0 0 14 15 Dud loss Total loss = 13+14 10°/ 906 10% 0 151 10°/ 188 99681662207016 Int gains: People aQ 300 p 0 0 0 ApPI- @ 1200 0 0 0 0 0 0 0« 17 Subtot RSH gain=7+8..+12+16 8710 0 Less external cooling 0 1320 1673 Less transfer 0 0 0 18 19 Dud gain Total RSH gain=(17+18)'PLF 10 °/ 1. 00 872 10 °/ 0 133 10°/ 0 167 o 20 Air required (cfm) 0 9872 521 1. 00 1133 1.11:110 1167 8400 79 0 100 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. C wr g htsoft Right -Suite ResidenUalTM 5.0.64 RSR26015 AC E:\Files\drhorton\2879\2879REVD.rsr 2002 Fetr28 13:29:08 Page 4 bath duct roof cupion Y bath duct to roof capf- F5 N V O C g PIT$ N m ZO duct N W WF- VC SLAB a MIN WALL A.ctw Rating Must haw a nlnlnun clearance of 4 Inches around the Wr handler per the State Energy code. All duct has an r=6 insulatlon value. Z O O Q1 D1 Q r-, Cu 2 00 \0 qCu Co o N m W •• .. > Z 0J Q 1— m t— QJO Q LC m EL J Co 0 0 f l MiTek' MiTek Industries Inc. lifl5 Not Oufef PO4 Dfive, Sub M D681 field, MO VNI July 3, 2003 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 :SEMfNOLE 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 Junaiclie Buchman, .Ft The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of building designer, per ANSVTPI 1-1995 Sec.2. TRUSS INDEX OF JOB DR2879E I Trusses included=23 0,"\DR2879E\a.tre" 14544572 1,"\DR2879E\a11a.tre" 14544573 2,"\DR2879E\a7a.tre" 14544574 3,"\DR2879E\a9a.tre" 14544575 4,"\DR2879E\ag.tre" 14544576 5,"\DR2879E\c1.tre" 14544577 6,"\DR2879E\cg.tre" 14544578 7,"\DR2879E\cg2.tre" 14544579 8,"\DR2879E\cgab.tre" 14544580 W, DR2879E\cs.tre" 1 4544581 10,"\DR2879E\fg,tre" 14544582 11,"\DR2879E\j,tre" 14544583 12,"\DR2879E\j1.tre" 14544584 13,'1DR2879E\j3.tre" 14544585 14,'1DR2879E\k.tre" 14544586 15,"\DR2879E\k1.tre" 14544587 16,"\DR2879E\1.tre" 14544588 17,"\DR2879E\11.tre" 14544589 18,'1DR2879E\m.tre" 14544590 19,"\DR2879E\m1.tre" 14544591 20,"\DR2879E\s.tre" 14544592 21,"\DR2879E\s1.tre" 14544593 22."\DR2879E\s3.tre" 14544594 t3"C! s v i No. 4 5161 x1 '. STATE OFtnb a March 3, 2003 WARNING - Vewy design parameters and READ NOTES ON Tms AND REVERSE SIDE BEFORE USE. Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing specification, and HIS-91 M iTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 593 D'Onofrlo Drive, Madison, WI 53719. Symbols PLATE LOCATION AND ORIENTATION 13/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 ir 0 For 4 x 2 orientation, locate plates 1/8" from outside edge of aotrussandverticalweb. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MITek/Gang-Nail Joint/Plate Placement Chart. FARTH EST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots, BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. 40" ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (s'upports) occur. M1 MiTek® General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1, Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane o at joint locations. a 4. Unless otherwise noted, locate chord splices o at 114 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11, Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018,019 HYORO-AIR iob russ russ I ype ty y 14544572 R2879E A ROOF TRUSS 20 1 Job Reference fo tionaq s i I e n ustries, nc. u Feb 27 13:03:57 2003 Page 1-0-0 6-0-12 11-7-0 17-1-4 23-2-0 1-0-0 6-0-12 5-6-4 5-6-4 6-0-12 Scale = 1:41.3 46 = 4 6.00 12 2x4 \\ 2x4 3 5 6 2 rycyyi Iod' 3x4 = 8 7 3x4 = 3x4 = 5x6 = 7-10-13 15-3-3 23-2-0 7-10.13 7-4-5 7-10-13 Plate Offsets ( , LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.48 Vert(LL) -0.07 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.46 Vert(TL) -0.18 7-8 >999 BCLL 0.0 Rep Stress Incr YES WB 0.25 Horz(TL) 0.04 6 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/defl = 360 Weight: 105 lb 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 Only TOP CHORD 1-2=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. 3) 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 CASE(S) Standard Junaidie Budiman, Lic.#451 MiTek Industies, Inc. 14515 North Outer Forty Dr e Suite 300 Chesterfield, MO, 63017 Cert.#6634 WARNING - VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid tot use only with MiTek connectors. This design Is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is tot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quailfy control, storage, delivery, erection and bracing, consult OST-88 Cualtly Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® Handling Installlnq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI53719. Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise, Dimensions are in inches. Apply 1, Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property 8 securely seat, J2 J3 J4 owner and all other interested parties., TOP CHORDS 2, Cut members to bear tightly against each other. WEBS J5 3, Place plates on each face of truss at each ForFor 4 x 2 orientation, locate Q joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of 0 o a _ as at joint locations. truss and vertical web. 4. Unless otherwise noted, locate chord splices o at 14 panel length(' 6" from adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5, Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 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 4 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. Indicates location of joints at 13, Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, PANEL TM erection and installation of trusses, 1993 Mitek Holdings, Inc. CLIP FORM018,019 OfYORMAIR® 4 Job russ I russ I ype ty y 14544573 R2879E A11A ROOF TRUSS 1 1 Job Reference (o tionall s e -Tel, n ustrtes, nc. u Feb 2 Page 5-9-4 11-0-0 12-2-017-4-12 23-2-0 i11-" 5-9-4 5-2-12 1-2-0 5-2-12 5-9-4 Scale = 1:45.9 46 = 4x6 = 4 5 6. 00 12 3x4 i 3x4 3 6 0 7 2 1 Iv0TJ0 3x4 = 11 10 9 8 3x4 = 2x4 3x4 = 5x6 = 2x4 11 5- 9-4 11-M 12-2-0 17-4-12 23-2-0 5- 9-4 5-2-12 1-2-0 5-2-12 5-9-4 Plate Offsets LOADING ( psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.37 Vert(LL) 0.08 10-11 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.42 Vert(TL) -0.12 10-11 >999 BCLL 0.0 Rep Stress Incr YES WB 0.41 Horz(TL) 0.05 7 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/deft = 360 Weight: 116 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-5-13 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7-5-12 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS ( lb/size) 7 = 1071 /0-4-0, 2 = 1 167/0-4-0 Max Harz 2 = 161(load case 4) Max Uplift7=-4740oad 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, 10-1 1 = 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 B; partially; MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.33 plate grip DOL= 1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 474 lb uplift at joint 7 and 557 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic.4451 ' MiTek Industies, Inc. 14515 North Outer Forty Dr v Suite 300 Chesterfield, MO, 63017 Cart.# 6634 WARNING - Ver{ jy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsiblllty of building designer - not truss — designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bricing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-ea Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® HandlingInstallingandBracingRecommendationavailablefromTrussPlateInstitute, 583 D'Onolrlo Drive, Madison, WI63719. Symbols PLATE LOCATION AND ORIENTATION 13/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 cc 0 For 4 x 2 orientation, locate plates 1/8" from outside edge of otrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots, Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTeke t"D - ® FORM018,019 r'A•Nm-Nat O HYnjwc A/RO General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties., 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane o at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at /4 panel length(' 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7• Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10, Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12• Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14, Do not cut or alter truss member or plate without prior approval of a professional engineer. 15• Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job russ Truss Type ty y 14544574 R2879E A7A ROOF TRUSS 1 1 Job Reference (optional) TIM 5 000 s Feb 6 700M.4Tek Industries, Inc. Thu Feb 27 13:03:58 2003 P-ag-e-T-- 3-9-4 7-M 11-7-0 16-2-0 19-4-12 23-2-0 1-M 3-9-4 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 i 3 7 rr0 8 A 2 O1 Iv 0 3x8 = it 10 9 3x8 = 3x4 = 7x8 = 3x4 = 7-M 11-7-0 16-2-0 23-2-0 7-M 4-7-0 4-7-0 7-M Plate Offsets ): LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.51 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 st LC ILL Min I/defl = 360 Weight: 140 lb 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 Uplift 8 = - 1 132(load case 5), 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 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1 132 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 hanger(s) 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 (Ib) Vert: 11=-603.2 9=-603.2 Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Or ve Suite 300 Chesterfield, MO, 63017 Cert.#6634 WARNING - Ve fy design panametsrs and READ NOTES ON TMS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss ---- - designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent briclng of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, election and bracing, consult OST-ea Quality Standard, OSB-89 Bracing Specification, and HIB-91 Handling Installinq and Bracing Roeommondatlon available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. MiTek® Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise, Dimensions are in inches. Apply plates to both sides of truss and securely seat. All C cc 0 For 4 x 2 orientation, locate plates 1/8" from outside edge of otrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40,10 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur, MiTek® General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties., 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane o at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at 14 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator, General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018,019 GANG -NAIL HYDR0,AIRO Job russ Truss Type ty y DR HOR I UN 28 1 S E" ELEV.- 14544575 R2879E A9A ROOF TRUSS 1 1 Job Reference (o tip sFebt o industries, nc. onau Febage 1- 0-0 4-9-4 9-M 14-2-0 184-12 23-2-0y 1-" 4-94 4-2-12 5-2-0 4-2-12 - 4-94 Scale = 1:41.1 4x6 = 48 = 4 71 5 6. 00 12 2x4 '< Z' 2x4 i 3 6 M 0v 7 2 1 Io 3x4 = 9 8 3x4 = 3x8 = 5x6 = 9- 0-0 14-2-0 23-2-0 9- 0-0 5-2-0 9-0-0 Plate Offsets KY):(5:0-5-4,0-2-01, LOADING ( psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TIC 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 BCLL 0.0 Rep Stress Incr YES WB 0.15 Horz(TL) 0.05 7 n/a . BCDL 10.0 Code FBC2001 1st LC LL Min I/defl = 360 Weight: 111 lb LUMBER BRACING TOP CHORD 2 X 4 SYP'No.2D TOP CHORD Sheathed or 4-9-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7-4-12 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS ( lb/size) 7=1073/0-4-0, 2 =1 164/0-4-0 Max Horz 2 = 138(load case 4) Max Uplift 7 = -454(load case 5), 2=-533(load case 4) FORCES ( lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-1756, 3-4=-1422, 4-5=-1280, 5-6=-1422, 6-7=-1756 BOT 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 11; exposure B; partially; MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.A 3) 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 MiTek Industies, Inc. 14515 North Outer Forty Dr Suite 300 Chesterfield, MO, 63017 Cert.# 6634 WARNING - VerVy design parameters and READ NOTES ON TBIS AND REVERSE SIDE BEFORE USE. e_ Design valid for use only with MITek connectors. This design Is based only upon parametersshown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult CST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® Handling InstallingandBracingRocommondatlonavailablefromTrussPlateInstitute, 583 D'Onofrlo Drive, Madison, WI53719. Symbols Numbering System eneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1'/. *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply plates to both sides of truss and 1. Provide copies of this truss design to the securely seat. building designer, erection supervisor, property 1/6 4 J2 J3 J4 TOP CHORDS owner and all other interested parties.. 2. Cut members to bear tightly against eachCz other. O Cl WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o Q joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of a o at joint locations, truss and vertical web. o a o 4. Unless otherwise noted, locate chord splices at I/4 length(' 6" fromC8C, panel adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWESTJOINT MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. 40 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. N ! MiTeke TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10, Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12, Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018,019 OfYOROvAW Job rus Truss ype ty y 14544576 R2879E AG HOWE 1 1 Job Reference to tionaq s e I e n ustries, nc. u Feb 2 age 1-0-0 5-4-4 9-10-0 14-3-12 19-8-0 20-M 1-M 5-4-4 4-5-12 4-5-12 5-4-4 1-M Scale = 1:38.74x6 = 4 2x4 iI 2x4 11 6.00 12 3x4 i 3x4 2x4 II 3 5 2x4 II II x I 27 28 2 II x II 6 cay} 1 25 II 7 Ivd0 25 2x4 10 2x4 2x4 9 2x4 8 2x4 I 263x4 —_ 3x4 = 2x4 7x8 = 2x4 11 2x4 II 5-4-4 9-10-0 14-3-12 19-8-0 5-4-4 4-5-12 4-5-12 5.4-4 Plate Offsets LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.26 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) 1st LC LL Min I/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 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=893/0-4-0, 6=893/0-4-0 Max Horz 2=139(load case 4) Max Uplift2 = -419(load case 4), 6=-419(load case 5) FORCES (lb) - 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 BOT CHORD 2-25 =1138, 10-25 =1 138, 9-10 =1 138, 8-9 = 1138, 8-26 =1 138, 6-26 =1 138 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; 1kmph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure h; 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 CASE(S) Standard 1) Regular: 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.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Or v Suite 300 Chesterfield, MO, 63017 Cert. #6634 WARMNO - VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss - -- designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent brbcing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult GST-8a Quality Standard, DSB-89 Bracing Specification, and HIS-91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive. Madison, WI63719. Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3/1. * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachcaQ other. Q WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o Q O joint and embed fully. Avoid knots and wane at joint locations. plates/a" from outside edge of a y V truss and vertical web. a o 4. Unless otherwise noted, locate chords lacesp at /4 length(+ 6" frompanel adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19% at time of connector plates. fabrication. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dirrrension is the length parallel to slots, BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40:1, continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur, MiTeke TM CLIP FORM016,019 QANr' NAIL ® HYDRU.AIR® 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12, Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stocks of construction materials. 14. Do not cut or alter truss member or plate without pFior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. ob 7r-uss russ ype ty y 14544577R2879EC1ROOFTRUSS241 Job Reference (o tional) sFebi e n ustries, nc. u e age 1-0-0 5-9-13 11-2-? 16-10-0 1-0-0 5-9-13 5-4-6 5-7-14 3x4= Scale: 1/4"=1' 5x8 , w/wedge 5 7 6.00 F12 d 2x4 11 - 4 5x6 i cb 3 6 2x4 11 m 7 0v 5x8 % 3.00 F12 2 8 1 2x4 11 3x4 5-9-13 11-2-2 16-10-0 5-9-13 5-4-6 5-7-14 Plate Offsets KY):[5:0-3-3,Ed-g-e-r,-[7:0-4-0,0-3-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl 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 1st LC LL Min I/defl = 360 Weight: 87 lb 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 No.3 WEBS 1 Row at midpt 5-7 REACTIONS (lb/size) 5 = 769/0-4-0, 2 = 872/0-8-0 Max Horz 2=602(load case 4) Max Uplift 5 = -549(load case 4), 2=-344(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=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) Bearing at joint(s) 2 considers parallel to grainvalueusing 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 0.500in. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 61 MiTek Industies, Inc. 14515 North Outer Forty Dr vt Suite 300 Chesterfield, MO, 63017 Cert.# 6634 WARNING- Verffly design parameters and READ NOTES ONTMS AND REVERSE. SIDE BEFORE USE. Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for an individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation, of .component Is responsibility of building designer - not truss designer. Bracing shown Is for loteral support of Individual web membets only. Additional temporary bracing to Insure stability during construction Is the. responsibility at the erector. Additional permanent brAcing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, stotoge, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® HandlingInstallinqandBracingRecommendationavailablefromTrussPlateInstitute, 583 D'Onofrlo Dllve, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 10, 13/. *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. Ye YB„ 0 Cl 0 For 4 x 2 orientation, locate plates 1/8" from outside edge of otrussandverticalweb, 0 This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots, Second dirTTension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 1 e continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTek® Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane o at joint locations. 0 4. Unless otherwise noted, locate chord splices o at /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. PANEL TM CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM016,019 -G "''O'-L MYO lOI:/R®. Job russ Truss Type ty y 14544578 R2879E CG HIP 1 1 Job Reference (optional) s e I e n ustnes, nc.Thu Feb 27 13:04-.,UZ ZUUJ Page I -1-0-0 , 3-0-0 8-5-15 13-10-1 19-4-0 20 1-M - 3-M 5-5-15 5-4-3 5-5-15 1-0-0 Scale = 1:37.1 NOTE: CONNECT T.C. OF JACKS TO NOTE: BRACED VERT. STUDS IN ACCORDANCEFLATTOPCHORDTOACTASLATERALBRACING. TO STANDARD GABLE END DETAIL. x8 — 2x4 2x4 5x10 = x x 2x4 I 5x10 — 7x8 2x4 6.00 F12 3 2x4 i x4 1 4 x i 5 x4 6 3x4 J 7 Mo 2 q if 3x6 = 12 11 10 9 8 2x4 II 3x8 = 8x14 = 3x4 = 2x4 11 3-1-12 8-5-15 13-10-1 19-2-4 20-4-0 3-1-12 5-4-3 5-4-3 5-4-3 1-1-12 Plate Offsets ( ,Y): -4- - -1 4: - -1 -4- -4-1 - -1 1 - - 1 -4- -1- LOADING (psf) SPACING 2-0-0 CS] DEFL in floc) I/deft 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 FBC2001 1st LC LL 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 BOT 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 (Ib/size) 2 = 1156/0-8-0, 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 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide 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 (plf) 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 (lb) Vert: 12=-70.5 9=-23.5 Junaidie Budiman, Lic.#451 ' MiTek Industies, Inc. 14515 North Outer Forty Or v Suite 300 Chesterfield, MO, 63017 Cert.#6634 WARNING - Ver{ Y design parameters and READ NOTES ON TBIS AND REVERSE SIDE BEFORE USE. e=oe 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 loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult QST-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, W153719. - Symbols PLATE LOCATION AND ORIENTATION 1'/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 Cl 0 For 4 x 2 orientation, locate plates 1/8" from outside edge of a truss and vertical web. o0 This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second din -Tension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40" continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. v-® MiTeke 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 o at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at 1 /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. PANEL TM FOR M01.8,019 C°'r'G NAJL ® HYDROS/R 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection, 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or 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 pFior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses, 1993 Mitek Holdings, Inc. Job rus Truss Type ty y 14544579 R2879E CG2 ROOF TRUSS 1 1 Job Reference (o tionap s e I e n ustrfes, nc. u Feb 2age 1-0-0 5-9-13 11-2-2 I 16-10-0 1-0-0 5-9-13 5-4-6 5-7-14 5x6 i 3x4= Scale: 1/4"=V w/wedge 5 N Iu2X41166.00 F12 2x4 11 .2x4 2x4 11 4 2x4 II I I 5x6 i l vNm 2X4 3 6 2x4 11 2x4 11 2x4 ll x 2 m 2X4 11 6 2x4 l 7 5x6 % 3.00 F12 2 2x4 11 6 t 2x4 2x4 I I 3x4 = 5-9-13 11-2-2 16-10-0 5-9-13 5-4-6 5-7-14 Plate Offsets ( ,Y): [ 1, d e , LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl 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 1 st LC LL Min I/defl = 360 Weight: 105 lb 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 No.3 WEBS 1 Row at midpt 5-7 OTHERS 2 X 4 SYP No.3 REACTIONS (Ib/size) 5=769/0-4-0, 2=872/0-8-0 Max Horz 2=602(load case 4) Max Uplift5 = -549(load case 4), 2=-344(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=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 joints) 5. 7) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 MiTek Industies, Inc. 14515 North Outer Forty Dr v Suite 300 Chesterfield, MO, 63017 Cert.#6634 MarieM WARNING - Ver{ jy design parameters and READ NOTES ON TMS AND REVERSE SIDE BEFORE USE. ® ® Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation at component Is responsibility of building designer - not truss - designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction IS the responsibility of the eiectof. Additional permanent bflacing of the overall structufe b the responsibility of the building designer. For general guidance regarding ldbfigation, quullty control, storage, doliyciy, crootlon and bracing, consult QOT-00 Cuollty Standard, 050-09 11mcing speattrcatlon, and HID-91 iTek® Uandllna Inslalllrlq and Biaelnq 96aaam&RJaflaa avalla6le Item 11uii3 Pia} IRf111u1a, rs83 Dft)ReJlle Dtive, IdlCdkdll, WI53714. Symbols PLATE LOCATION AND ORIENTATION 13/. *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat, 0 0 For 4 x 2 orientation, locate plates 1/8" from outside edge of aotrussandverticalweb. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MiTek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 BEARING 9riA Indicates location of joints at which bearings (supports) occur. M4 WISC/DILHR 870040-N, 930013-N, 910080-N M! @ MiTek@ Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane o at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection, 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, TM erection and installation of trusses. PANEL CLIP © 1993 Mitek Holdings, Inc. FORM018,019 m.N6-NAIL ® HYDR®,A/R lob russ I russ I ype ty ly 14544580R2879ECGABROOFTRUSS11 o tionallJobReferencetc. u esFebrenustrres, nage F1- 0-0 5-10-8 11-2-8 16-10-0 1- 0-0I 5-10-8 54-0 5-7-8 2x4 II Scale = 1:53.8 11 2x4 I 10 2x4 I I 9 6. 00 F12 2x4 8 2x4 I 7 2x4 I 6 2x4 I I 5 5x6 i 4 3 M 2 1 0 3x4 = 20 19 18 17 16 15 14 13 12 2x4 I 2x4 11 2x4 11 2x4 11 2x4 11 3x4 = 2x4 I I 2x4 11 2x4 11 B- 6-8 16-10-0 8- 6-8 8-3-8 Plate Offsets ( ,Y): [ - - LOADING ( psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES, GRIP TCLL 30.0 Plates Increase 1.33 TC 0.08 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) 0.00 1 > 999 BCLL 0.0 Rep Stress Incr NO WB 0.14 Horz(TL) -0.00 20 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/defl = 360 Weight: 1 1 1 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D 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 WEBS 1 Row at midpt 10-12 OTHERS 2 X 4 SYP No.3 REACTIONS 0b/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 Horz 2=597(load case 4) Max Uplift 12 = -58(load case 4), 13=-124(load case 4), 14=-139(load case 4), 16=-134(load case 4), 17=-131(load case 4), 18=-134(load case 4), 19=- 126(load case 4), 20=-165(load case 4) FORCES ( lb) - 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=-2, 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. 4) 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, 139 lb 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. OAD CASE(S) Standard Junaidie Budiman, Lic.4451 1 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert.# 6634 WARNING - VerVy design parameters and READ NOTES ONTIRS AND REVERSE SIDE BEFORE USE. ®—® Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and boded vertically. Applicability of design parameters and proper incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent biking of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult GST-ea Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installing and Bracing Rocommendatlon available from Truss Plate Institute, 583 D'Onofrb Drive, Madison, WI53719. MiTek® Symbols PLATE LOCATION AND ORIENTATION 1'/. *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 0 For 4 x 2 orientation, locate plates 1/8" from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 A J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MiTak/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. enerae Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1, Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully, Avoid knots and wane o at joint locations. CL CL 4, Unless otherwise noted, locate chord splices o at /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 x 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTeko TM CLIP FORM018,01 9 LNGNAIL ® HYDRO 4/R 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection, 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without - prior approval of a professional engineer, 16. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job russ russ ype ty y 14544581 R2879E CS ROOF TRUSS 1 1 Job Reference (optional) s Feb 6 2003 MiTekIndustries, Inc. Ihu Febage i -1-0-0 5-9-11 11-2-0 14-8-0 1-0-0 5-9-11 5-4-5 3-6-0 4x6 Scale = 1:34.8 4 4x10 5 6.00 F12 2x4 I90 3 II chxch 2x4 7 3x42 rq ' 3.00 F12 2x4 8d1 3x4 % 2x4 7-4-15 14-8-0 7-4-15 7-3-1 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell 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/deft = 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 SYP No.3 REACTIONS (lb/size) 2 = 775/0-8-0, 8 = 662/0-3-8 Max Horz 2=340(load case 4) Max Uplift2 = -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 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Bearing at joint(s) 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.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert.#6634 VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. WARNING Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss - desioner. eraclno shown It for lateral tupport of Individual web members only. Additional temporary bracina to Inturo sfablllty during conetruetlon It the 141p9401111y 91 Ing vnI41r A991100 p91m ml OiWn9 91 Inv eymIl Oyfela Inv mp9mPlllly 91 Inv Dullgln9 gaIgnoir f91 99nowl gulgoge regarding fabrication, quality control, storage, delNery, erection and bracing, consult CST-58 Cualtly Standard, DSB-89 Bracing SpectBcatlon, and HIB-91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 Q 0 For 4 x 2 orientation, locate plates 1/8" from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 V J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 4000 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MI! MiTeke Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties,. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each cr joint and embed fully. Avoid knots and wane o at joint locations, a 4. Unless otherwise noted, locate chord splices 0 at /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication, TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection, 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14, Do not cut or alter truss member or plate without.prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018,019 GANG--L ® HYORO,A/R o russ russ ype ty Ply R2879E FG ROOF TRUSS 1 2 14544582 Job Reference (optional) s Feb 6 2003 MiTekIndustries, nc. Thu Feb 27 13:04:05 2003 Page 3-9-7 7-3-6 10-9-5 12-9-6 16-5-7 20-5-0 3-9-7 3-5-15 3-5-15 2-0-1 3-8-1 3-11-9 Scale = 1:34.3 2x4 II 3x4 = 7x8 = 3x10 = 3x4 = 3x4 = 4x6 = 1 2 3 4 5 6 7 ZE1F 13 12 0 9 3x6 = 3x4 = 3x10 = 7x8 = 5x6 = 3x4 = 2x4 II 3-9-7 7-3-6 10-9-0 10P-5 12.9-0 12,9-6 16-5-7 20-5-0 r 3-9-7 3-55r15 3-5-10 0-0-5 1-11-11 0-0-6 3-8-1 3-11-9 Plate Offsets 1 , LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/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 WB 0.58 Horz(TL) 0.02 8 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/dell = 360 Weight: 271 Ib LUMBER BRACING TOP CHORD 2 X 6 SYP No.2ND TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 SYP No.3 'Except' 3-13 2 X 4 SYP No.213, 4-12 2 X 4 SYP No.21) REACTIONS (Ib/size) 14=4939/0-3-0, 8=3357/0-3-0, 10=4402/0-3-0, 11=8072/0-4-1 (input: 0-3-0) Max Uplift 1 4=-1 764(load case 2), 8=-1200(load case 2), 10=-1567(load case 2), 11=-2889(load case 2) FORCES (Ib) - 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=2017, 8-9=-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 1 Od Common(. 1 48"x3") Nails as follows: Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc, 2 X 6 - 2 rows at 0-6-0 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 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) WARNING: Required bearing size at joint(s) 11 greater than input bearing size. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1764 lb uplift at joint 14, 1200 lb uplift at joint 8, 1567 lb uplift at joint 10 and 2889 Ib uplift at joint 1 1. 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 MiTek lndusties, Inc. 14515 North Outer Forty Dr v Suite 300 Chesterfield, MO, 63017 Cert.#6634 AWARNDYO - Vsr M design parameters and READ NOTES ON Tffi3 AND REVERSE SIDE BEFORE USE. Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss Maidesigner. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsiblilty of the erector. Additional permanent bNcing of the overall structure Is the responsibility of the building designer. For general guidance egarding fabrication, quality control, storage, delivery, erection and bracing. consull OST-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 MiTek® Handling Installlna and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrb Drive. Madison, WI53719. Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3/14 * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. 1/,, sec J2 J3 J4 owner and all other interested parties„ e TOP CHORDS 2, Cut members to bear tightly against eachCz other, WEBZ J5 3, Place plates on each face of truss at each For 4 x 2 orientation, locate oz 3 joint and embed fully, Avoid knots and wane plates 1/8" from outside edge of a ti o at joint locations, truss and vertical web. a o 4. Unless otherwise noted, locate chord splices at 114 length(+ 6" fromcaC, panel adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication, JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40" continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTek® TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018,019 HYDRO -AIR ob russ russ ype ty y 14544583 82879E J ROOF TRUSS 6 1 Job Reference (optional) TH, s e t e n ustnes, nc. u e age 1-0-0 7-0-0 1-0-0 7-" 3 Scale = 1:20.5 6.00 F12 2 q41 4 2x4 = 7-0-0 7-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase - 1.33 TC 0.67 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.17 Vert(TL) -0.25 1 > 58 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/defl = 360 Weight: 24 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3 = 242/Mechanical, 2=418/0-4-0, 4 = 68/Mechanical Max Horz 2=248(load case 5) Max Uplift 3 = -260(load case 5), 2=-137(load case 4) FORCES (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 CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert.#6634 AWARmNG - VertV design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE 1I Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper incorporotlon of component is responsibility of building designer - not truss - designer. Bracing shown Is lot lateral support of individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent brbcing of the overall structure Is the responsibility of the building designer. For general guidance regarding labilcatlon, quality control, storage, delivery, eiectlon and bracing, consult CST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 A AMHandlinginstattinaandBracingRecommendationavailablefromTrussPlateInstitute, W D'Onofrb Drive, Maatson, WI03719. I® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/1. * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise, Dimensions are in inches. Apply l , Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. 8 J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2, Cut members to bear tightly against each a other, o J5 3. Place plates on each face of truss at each oFor4x2orientation, locate QjointZ and embed fully, Avoid knots and wane plates/e" from outside edge of L) O u at joint locations. truss and vertical web. a o 4, Unless otherwise noted, locate chords licesp 1 /4 length(+ 6" fromatpanel adjacent joint,) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST To THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection, 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements, The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft, spacing, or less, if no ceiling is installed, 40" unless otherwise noted. SBCCI 87206, 86217, 9190 12, Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility 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, TM PANEL erection and installation of trusses, 1993 Mitek Holdings, Inc. CLIPFORM018, 019 GANG -NAIL ® HYOR93-AFR ob rus Truss Type ty y 14544584R2879EJ1ROOFTRUSS81 Job Reference to tionaq sFebI e n ustrtes, nc. uFebage 2x4 11 1-0-0 1-0-0 3- 1-M 1-6-0 Scale = 1:7.0 6.00 F12 2 ro 0 1 4 2x4 11 1-6-0 x = 1-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.07 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 0.02 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 (lb) - 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 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 90 Ib uplift at joint 2 and 46 lb uplift at joint 4. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert.#6634 WARNING - VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and Is lot on Individual building component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss - designer. Bracing shown is lot lateral support of individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent IoNcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onoftb Drive, Madison, WI53719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 4 * Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches, Apply 1, Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. 8 J2 J3 J4 owner and all other interested parties- 8 TOP CHORDS 2. Cut members to bear tightly against each a c3 other. o WEBS J5 a:3. Place plates on each face of truss at each For 4 x 2 orientation, locate o a:joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of o a _ U at joint locations. truss and vertical web, o o 4, Unless otherwise noted, locate chord splices I /4 j " len th + 6from adjacent oint, atpanel9 (_ 1 ) C7BOTTOM CHORDS Thissymbolindicatesthe5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/ Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator, General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dinTension is the length parallel grade specified, to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/ DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13, Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without - prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, installation PANEL TM erection and of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018, 019 GANGNAIL ® HYORO.AUR® ob russ russtype ty y R2879E J3 ROOF TRUSS 9 1 14544585 Job Reference (o tional) L, s e I e n ustnes, nc. u Feb 2age 1-0-0 3-M 0 3-0-0 Scale = 1:10.3 6.00 F12 2 1 4 2r4 — 3-M 3-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.10 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) -0.01 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/deft = 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 (lb/size) 3 = 82/Mechanical, 2=242/0-4-0, 4 = 28/Mechanical Max Horz 2=1130oad case 5) Max Uplift3=-105(load case 5), 2=-119(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=34, 2-3=30 BOT CHORD 2-4=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.33 plate grip DOL= 1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 105 lb uplift at joint 3 and 119 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek industies, Inc. 14515 North Outer Forty Or ve Suite 300 Chesterfield, MO, 63017 Cert.#6634 makelailla, A,, WAMUNG - VerW design parameters and READ NOTES ONTIM AND REVERSE SIDS BEFORE USE. ® Desian volld for use only with MITek connectors. This design Is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss -- deslgne,. B—ing shown Is fo, lateral support at IndlvWaal web members only. Additional temporarypry bracing to Insure stability during construction Is the Iesp nsiblllfy of the 0100101. Additional permanent b1boing of the OV9101111101,11e 9 the Iesponsiblllly of the buldnq deflgnet. Foi genefbl quldonce regarding fabrkotion, quality control, storage, delivery, erection and bracing, consult CST-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 Handling Installlnq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. MiTek® Symbols PLATE LOCATION AND ORIENTATION 13/14 *Center plate on joint unless dimensions indicate otherwise, Dimensions are in inches. Apply plates to both sides of truss and securely seat, 0 0 For 4 x 2 orientation, locate plates I/8" from outside edge of otrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MITek/Gang-Nal[Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. Nil MiTeko O FORM018,019 [saNG-NtAJL HYDROA/R general Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties„ 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each Q joint and embed fully, Avoid knots and wane o at joint locations, 0- 4. Unless otherwise noted, locate chord splices o at I14 panel length(' 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. PANEL TM CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9, Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without.prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job russ Truss Type ty y 14544586 R2879E K ROOF TRUSS 3 1 Job Reference to bona" s e r e Industries, nc. d Feb 27 13:04:07 2003 P—ag—e—T- 1-0-0 5-0-0 1-0-0 5-0-0 3 Scale: 3/4"=1' 6.00 12 2 1 4 2x4 = 5-0-0 i 5-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.33 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.09 Vert(TL) -0.09 1 > 171 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/dell = 360 Weight: 18 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 3 = 165/Mechanical, 2=327/0-4-0, 4 = 48/Mechanical Max Harz 2=180(load case 5) Max Uplift3=-183(load case 5), 2=-125(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=34, 2-3=60 BOT CHORD 2-4=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 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.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO, 63017 Cert.#6634 WARNING - VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss -- designer. Bracing shown Is tot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bil9cing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult CST-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 MHandlingInstalllnqandBracingRecommendationavailablefromTrussPlateInstitute, 583 D'Onofrlo Drive, Madison, WI53719. ITek® Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat, 0 Q 0 For 4 x 2 orientation, locate plates 1/8" from outside edge of otrussandverticalweb. 10 This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT Mitek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1, Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each Q joint and embed fully, Avoid knots and wane o at joint locations, a 4. Unless otherwise noted, locate chord splices o at /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots, Second dirrrension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTek® PANEL TM CLIP FORM018,019 G/116 ^'""'- HYORO,A/R 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10, Top chords must be sheathed or 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 alfer 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 I russ I ype ty y 14544587 R2879E K1 ROOF TRUSS 1 1 Job Reference (o tionap sFebI e industries, no u Feb 27 13:04:08 2003 Page 5-0-0 5-0-0 2 Scale = 1:15.7 6.00 F12 1 3 2x4 = 5-0-0 5-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (Ioc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.34 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) 1st LC LL Min I/defl = 360 Weight: 16 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1=224/0-4-0, 2 = 1 77/Mechanical, 3 = 48/Mechanical Max Horz 1 = 169(load case 5) Max Upliftl=-73(load case 5), 2=-185(load case 5) FORCES (Ib) - 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 CASE(S) Standard Junaidie Budiman, Lic. #4 511 1 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert.#6634 AWARNINO - Ve fy design parametersand READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an individual building component to be _ Installed and boded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss - — designer. Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSI.89 Bracing Specification, and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 Donofrio Drive, Madison, Wl53719. M oTek® Symbols PLATE LOCATION AND ORIENTATION 11/4 *Center plate on joint unless dimensions indicate otherwise, Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 0 For 4 x 2 orientation, locate plates 1/8" from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties„ 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully, Avoid knots and wane o at joint locations, a 4. Unless otherwise noted, locate chord splices 0 at /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication, PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dirrrension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTeke TM PANEL CLIP FORM018,019 GANG-NA,L ® HYORU AIR® 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job russ Truss Type ty y 14544588 R2879E L ROOF TRUSS 3 1 Job Reference (o tionaq sFebI e Industries, nc. u Feb 27 13:04:08 2003 Page 1 1-0-0 3-" 1-" 3-0-0 Scale = 1:10.3 6.00 12 2 1 4 2M — 3-0-0 -- --- 1 3-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.10 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) -0.01 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 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 (lb/size) 3 = 82/Mechanical, 2=242/0-4-0, 4 = 28/Mechanical Max Horz 2 =1 13(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; 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 Dr ve Suite 300 Chesterfield, MO, 63017 Cert.#6634 WARNING - VerVy design parnmeten and READ NOTES ON TMS AND REVERSE SIDE BEFORE USE. Design valid for use only with M(Tek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss - designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance - - regarding fabrication, quality control, storage, delivery, erectlon and bracing, consult GST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 5a3 D'Onofilo Drive, Madison, WI 53719. Symbols PLATE LOCATION AND ORIENTATION 13/4 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 cc 0 For 4 x 2 orientation, locate plates 1/8" from outside edge of otrussandverticalweb, 0 This symbol indicates the required direction of slots in connector plates, Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTek® Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties., 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane o at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at I/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10, Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13, Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018,019 oAM6-NAIL ® HYDRO -AIR Job rus Truss Type ty Ply 14544589R2879EL1ROOFTRUSS11 Job Reference (o tionall s e r e n ustnes, nc. uFebage 3-0-0 3-0-0 Scale = 1:10.3 6.00 12 1 3 3-0-0 3-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.11 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) -0.00 1-3 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/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 No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1-=130/0-4-0, 2 = 103/Mechanical, 3 = 28/Mechanical Max Horz 1 = 102(load case 5) Max Upliftl=-40(load case 5), 2=-110(load case 5) FORCES nb) - First Load Case Only TOP CHORD 1-2=39 BOT CHORD 1-3=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 40 lb uplift at joint 1 and 110 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 61 MiTek Industies, Inc. 14515 North Outer Forty Or ve Suite 300 Chesterfield, MO, 63017 Cert. #6634 WARNING - VerVy design pannmetsrs and READ NOTES ONTHO AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bibcing of the overall structure Is the responsibility of the building designer. For general guidance regarding labrioation, quality control, storage, delivery, erection and bracing, consult CST-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 Handling Installlnq and Bracing Recomm*ndatlon available from Truss Plate Institute, 583 D'onofrlo Drive, Madison, WI53719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3/. * 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 1/811 securely seat, J2 J3 J4 owner and all other interested parties„ TOP CHORDS 2. Cut members to bear tightly against eachc2caother, o WEBS J5 3, Place plates on each face of truss at each For 4 x 2 orientation, locate Q3 joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of o a X at joint locations, truss and vertical web. Fo a o 4, Unless otherwise noted, locate chord splices 14 length(+ 6" fromatpanel adjacent joint,) C8 C, C6 BOTTOM CHORDSThissymbolindicatesthe 5, Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19% at time of connector plates. fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator, General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots, BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, 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 plateMEwithoutpriorapprovalofaprofessional MiTek® engineer. 15, Care should be exercised in handling, PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018,019 GANG-NAJL ® HYORO.!/R Job russ I russ type ty y 14544590 DR2879E M ROOF TRUSS 11 1 Job Reference (o tional) c. s e I e n ustnes, nu Feb 2age 3 1- 0-01-0-0 1- 0-0 1-0-0 Scale = 1:5.9 6. 00 Fl2 2 4 1- 0-02x4 = 1-0-0 LOADING ( psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.07 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 st LC LL Min I/defl = 360 Weight: 5 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS ( lb/size) 3 =-11/Mechanical, 2 = 173/0-4-0, 4= 10/Mechanical Max Horz 2=60(load case 4) Max Uplift3=-27(load 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 BOT CHORD 2-4=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially; MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 27 Ib uplift at joint 3 and 127 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Or ve Suite 300 Chesterfield, MO, 63017 Cert.# 6634 WARNING - VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design void for use only with MITek connectors. This design Is based only upon parameters shown, and Is for on Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-B8 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installlnq and Bracing Recommendation available from Truss Plate Institute, 583 D'onofrb Drive, Madison, WI53719. M ITek® Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise, Dimensions are in inches, Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat, J2 J3 J4 owner and all other interested parties., TOP CHORDS 2. Cut members to bear tightly against each ca Q other, 0 WEBS J5 Q 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o ; ; Q joint and embed fully. Avoid knots and wane plates 1/a" from outside edge of o a _ at joint locations. truss and vertical web, o0 a o 4. Unless otherwise noted, locate chord splices 4 length(+ 6" fromJatpanel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWESTJOINT 7, Camber is a non-structural consideration and MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator, General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection, 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots, BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur, stacks of construction materials. 14. Do not cut or alter truss member or plate without -prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018,019 Q NAIL ® f1Y0R0.AIR® Job I russ Truss Type ty y 14544591R2879EM1ROOFTRUSS11 Job Reference to tionap s e i e n ustrres, nc.Thu Feb 27 13:0T.-IU70UTage 2 1-0-0 1-0-0 6.00 F12 Scale = 1:5.9 C. mv 0 3 1-0-0 2A = 1-" LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) 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) 1 st LC LL Min I/defl = 360 Weight: 3 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.21) TOP CHORD Sheathed or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 1=45/0-4-0, 2 = 35/Mechanical, 3=10/Mechanical Max Horz 1=36(load case 5) Max Uplift =-13(load case 5), 2=-38(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1-2 = 14 BOT CHORD 1-3=0 NOTES 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.33 plate grip DOL= 1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 13 lb uplift at joint 1 and 38 lb uplift at joint 2. LOAD CASE(S) Standard Junaidie Budiman, Lic.#451 1 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert.#6634 wARNrNG - VerW design parameter and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MRek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss - - designer. Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installlnq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. M iTek® Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/1. * Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches, Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat, fie J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2, Cut members to bear tightly against each cz c other. o WEBS JS a:3. Place plates on each face of truss at each For 4 x 2 orientation, locate o ; ; Q joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of a o a M at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chord splices 4 length(+ 6" fromatpanel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5, Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates, fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWESTJOINT 7, Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12, Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without. prior approval of a professional MiTek0 engineer. 15. Care should be exercised in handling, PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018,019 GAJMr. NAJL HYDRO,A/R® Job Truss Truss Type City Ply DR HORTON 2879 "E" ELEV. 14544592 R2879E S ROOF TRUSS 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 1:20.2IyS-le 4.24 12 3x4 3 2 chi i 72x4 II 6 5 3x4 = 2x4 = 5-2-5 9-10-13 r 5-2-5 4-8-7 i LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.49 Vert(LL) 0.04 6-7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.43 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 ILL Mind/dell = 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 X 4 SYP No.3 REACTIONS (lb/size) 4=31 1 /Mechanical, 2=523/0-5-11, 5=429/Mechanical Max Horz2=312(load case 2) Max Upiif 4=-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) of truss 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 (plo Vert: 2=44-to-4=-183.1, 2=0.0-to-5=-49.5 Junaidie Budiman, Lic.#451 MiTek Industies, Inc. 14515 North Outer Forty Dr v Suite 300 Chesterfield, MC, 63017 Cert.#6634 WARNING - VerVY design parameters and READ NOTES ON TBIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MRek connectors. This design is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded verlloally. Applicability of design parameters and proper Incorporation of component Is responsibility of bullding designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporoty bracing to Insure stability during construction is the tesponsibllity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance tegarding fabiicatlon, quality control, storage, delivery, erection and bracing, consuit GST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® Handling Installlnq and Bracing Rocommendatlon available from Truss Plate Institute, 583 D'Onofilo Diive, Madison, WI63719. Symbols PLATE LOCATION AND ORIENTATION 10, 13/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 17-1 Q 0 For 4 x 2 orientation, locate plates 1/8" from outside edge of aotrussandverticalweb. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MiTek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 401" o continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. 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 o at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or after truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM016,019 LNG N' L ® #fYORO,A/RO o I russ russ ype ty y DH HORTON 2879 E ELEV. 14544593 R2879E S1 ROOF TRUSS 2 1 Job Reference (o tiol) sFebI eaIndustries, Inc.nc. u Feb 27 13:04:11 2003 Page 1 2x4 11 1-5-0 2-1-7 3 15-0 217 Scale = 1:6.9 4.24 12 2 0 4 2x4 2-1-7 2x4 = 2-1-7 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/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/dell = 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 2) 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: 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 99 lb 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=-0.0-to-4=-14.1 Junaidie Budiman, Lic.#451 61 MiTek Industies, Inc. 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert.#6634 AwmivINO - Vervy design parameters and READ NOTES ON Tms AND REVERSE SIDE BEFORE USE. Design valid tot use only with MiTek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper incorporation of component Is responsibility of building designer - not truss - - designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent brbrclnq of the overall structure is the responsibility of the building designer. For general guidance regarding fabrloatlon, quality control, storage, delivery, erection and bracing, consult GST-88 Quality Standard, OSB-89 Bracing Specification, and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onolrio Drive, Madison, WI63719. MiTek® Symbols Numbering System General 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 the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. Ye J2 J3 J4 owner and all other interested parties,. TOP CHORDS 2, Cut members to bear tightly against each ca ca other, WEBS Place plates on each face of truss at each oFor4x2orientation, locateV AJ3. a ;Qjoint and embed fully. Avoid knots and wane plates I/e"from outside edge of O rL at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chords lacesp 4 length(+ 6" fromC? C6 at panel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWESTJOINT 7. Camber is a non-structural consideration and MiTek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. responsibilityistherespy 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 CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional M iTek® engineer. I S. Care should be exercised in handling, PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018,019 GANG -NAIL ® HYDR04JFR® aJob I russ Truss Type ty y q1DR2879E 14544594S3ROOFTRUSS21 Job Reference to tionaq s e t e n ustnes, nc. u Feb 27 13: age 1-5-0 4-2-15 1-5-0 4-2-15 le = 1:10.2 4.24 12 2 1 4 4-2-15 4-2-15 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) 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 SYP No.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 (lb) - 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 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 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 (pit) Vert: 1-2 =-74.0 Trapezoidal Loads (pit) Vert: 2=-4.4-to-3=-78.5, 2=0.0-to-4=-21.2 Junaidie Budiman, Lic.#451 1 MiTek Industica, Inc, 14515 North Outer Forty Dr ve Suite 300 Chesterfield, MO, 63017 Cert.#6634 WARNINO - Ver((y design parameters and READ NOTES ON THIS AND RE VERSE SIDE BEFORE USE. 0 Design valid for use only with MiTak connectors. This deslgn Is based only upon parameters shown, and Is for an Individual building component to be _ Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss _ designer. Bracing shown Is for lateral support of Inaroaual web members only. Additional temporary bracing to Insure stablllty during construction Is the respondbllliy of the erector. Additional permanent br6ing of the overall structure b the iesponslbllity of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, election and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 Handling Installing and Bracing Recommondatlon available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. MiTek® Symbols PLATE LOCATION AND ORIENTATION 1 4 * Center plate on joint unless dimensions indicate otherwise, Dimensions are in inches. Apply plates to both sides of truss and securely seat. A„ 0 0 For 4 x 2 orientation, locate plates 1/8" from outside edge of otrussandverticalweb, This symbol indicates the required direction of slots in connector plates. J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MITek/Gang-Nail Joint/Plate Placement Chart. FARTH EST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 x 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 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. WWI O Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties„ 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Cr joint and embed fully. Avoid knots and wane o at joint locations, a- 4, Unless otherwise noted, locate chord splices o at I/4 panel length(' 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. PANEL TM CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without.prior approval of a professional engineer. 15, Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018,019 LNG -NAIL ® HYORO,A/R® CD I CD I co 6-10- 2- P ALL BEARING WALLS TO BE PLACED HUS26 Irl C TI (' E! ! REVIEW ALL SPAN DIMENSIONS- -BRG_ WALLS PRIOR TO SETTING TRUSSES..Al. n III HGUS26-2 IENIGNEERED DRAWINGS--LOADING--PITCH AND OVER/HANGSi L- - — - - WALLS SHOWN ARE TO BE BEARING.. A L SPC.HGR SIGNED APPROVAL: X JOB NUMBER: DR2879E DATE: 6-28-02 PITCH: ABRG: LOAD: SHINGLES 407-321-1440 CU SPAN CUSTOMER: DR HORTON 6 BY: T.H. JOB NAME: 2879 "E" ELEV,_ / H. 12" y) Lf_) Pq 4 19-8-0 TRIM IT FLOOR SYSTEM WA RNIMC ALL BEARING WALLS TO BE PLACED 1 PLY HGR. NCTICE! REVIEW ALL SPAN DIMENSIONS--BRG. WALLS PRIOR TO SETTING TRUSSES.. i b 2 PLY HGR. :ENIGNEERED DRAWINGS--LOADING--PITCH AND OVER/HANGSI WALLS SHOWN ARE TO BE BEARING.. d 3 PLY HGR. SIGNED APPROVAL: X JOB NUMBER: DR2879D DATE: 7-2-01 CCU SPAN CUSTOMER: D.R. HORTONA407-321-14kQ BY: T.H JOB NAME: 2879 ELEV. to