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294 Clydesdale Cir
PERMIT ADDRESS CONTRACTOR ADDRESS D R Horton 6250 Hazeltine Nat'l Dr #102 Orlando, FL 32822 (407)857-9101 PHONE NUMBER CBC 055300 PROPERTY OWNER ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR }J MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE SUBDIVISION 4kO A PERMIT # DATE PERMIT DESCRIPTION CAA o PERMIT VALUATION SQUARE FOOTAGE CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 294 CLYDESDALE CIR for which permit 03-00001.652 has heretofore been issued on 5/07/03 has been completed according to plans and specifications filed in the office of the Building Official prior to the issuance of said building permit, to wit as yAo V-11 complies with all the building, plumbing, electric 1, oning d subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No DATE APPROVAL DATE APPROVAL BUILDING: FIRE: Finaledj Z� cam_ Inspected ZONING: Inspected UTILITIES: Water Sewer Lines In Lines In �t Meter Sewer Set Tap Reclaimed Water ENGINEERING: Street Drainage '8- 2-7-7 cP:� Or- EST Paved ' Maintenance Bond PUBLIC WORKS: Street Name Street Signs 2-2- 03 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 AMOUNT 5/16 03 5/23/03 5/08/03 6/16/03 5/23/03 5/08/03 5/08/03 5/08/03 20.00 20.00 10.00 10.00 10.00 10.00 59.27 54.00 CERTIFICATE OF OCCUPANCY / COMPLETION PAGE: 2 This is to certify that the building located at 294 CLYDESDALE CIR for which permit 03-00001652 has heretofore been issued on 5/07/03 has been completed according to plans and specifications filed in the office of the Building Official prior to the issuance of said building permit, to wit as complies with all the building, plumbing, electrical, zoning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No 01-OPEN SPACE 01-POLICE IMPACT - RESID 01-RADON GAS TAX FEE 01-ROAD IMPACT FEES 01-RECOVERY FD/CERT. PGM. 01-SCHOOL IMPACT FEE WD IMPACT:SINGLE FAMILY SD IMPACT:SINGLE FAMILY 5/08/03 5/08/03 5/08/03 5/08/03 5/08/03 5/08/03 5/08/03 5/08/03 279.61 91.93 11.32 847.00 11.32 1384.00 650.00 1700.00 OWNER BUILDING OFFICIAL / DATE Ou Lin i+- CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTIONP g��0 SINGLE FAMILY RESIDENCE DATE: PERMIT #: 0 - k�D5 0 ADDRESS: a(7 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. O Engineering 0 Fire r, I ,21f�ublic Works�'�Jmen 030zoning P O Utilities OLicensing (1'P� CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION **** SINGLE FAMILY RESIDENCE**** DATE: '� -Q ;4 PERMIT #: C)3 _ a ADDRESS: cCLA 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 ❑ Fire ' \ I O Zoning T\ " .ilities []Licensing_ f'� `( CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM O.M.B. No. 3067-0077 Expires December31, 200E ELEVATION CERTIFICATE Read the instructions on Dacies 1- 7. SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use: BUILDING OWNER'S NAME PGlicy 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 294 CLYESDALE CIRCLE CITY STATE ZIP CODE SANFORD FIL 32773 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 12, BAKERS CROSSING, PHASE 2 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: ❑ GPS (Type): ( ##0 - ##' - ##.##" or ##.#####� ❑ NAD 1927 ❑ NAD 1983 ❑ USGS Quad Map ❑ Other. . SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME 8 COMMUNITY NUMBER 62. COUNTY NAME 83. STATE SEMINOLE COUNTY 120289 SEMINOLE FLORIDA B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER 65. SUFFIX 86. FIRM INDEX DATE EFFECTIVE/REVISED DATE B8. FLOOD ZONE(S) (Zone AO, use depth of flooding) 1202890045 E 4/17/95 4/17/95 X 27.5 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 of the building is complete. C2. Building Diagram Number I (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones Al-A30, AE, AH, A (with BFE), VE, V1-V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, ARIAH, AR/AO Complete Items C3: as below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum Conversion/Comments Elevation reference mark used _Does the elevation reference mark used appear on the FIRM? ❑ Yes ®No o a) Top of bottom floor (including basement or enclosure) o b) Top of next higher floor N/A. ft.(m) o c) Bottom of lowest horizontal structural member (V zones only) N/A. ft.(m) y ro o d) Attached garage (top of slab) 47. 5 ft.(m) E o e) Lowest elevation of machinery andlor equipment W ca servicing the building (Describe in a Comments area) 47.0 ft.(m) E o f) Lowest adjacent (finished) grade (LAG) 45.5 ft.(m) Z o g) Highest adjacent (finished) grade (HAG) 47, 5 ft.(m) rn W 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. 1 certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. understand that any 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. SOUTH STREET, STE.180 ORLANDO FL 32803 SIGNATURE DATE TELEPHONE 8/22/03 (407) 426-7979 FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions IFARMTANT: In these spaces, coov the corresponding information from Section A. I Forinsuranoe Company Use: I and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. 294 CLYDESDALE CIRCLE CITY STATE ZIP CODE Company NAIC Number SANFORD FL 32773 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner, COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL; MACHINERY DESCRIBED IN C3-E IS AN A/C UNIT ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended 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 top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(cm) ❑ above or ❑ below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (seepage 7), the next higher floor or elevated floor (elevation b) of the building is _ ft.(m) _in.(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.(cm) ❑ above or ❑ below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owners 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, C, and E are correct to the best of my 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 offldal 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 from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMAAssued or community -issued BFE) or Zone AO. G3. ❑ The following information (Items G4-G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED G7. This permit has been issued for. ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _. _ft.(m) Datum: _ G9. BFE or (in Zone AO) depth of flooding at the building site is: _ ft.(m) Datum: _ LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 12, 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). PROPOSED ROSE HILL. PHASE it PLAT BOOK , PAGE LOT 9 ( LOT 10 50.00' S89'33'46"E LOT 12 I v 1 9.0, LOT 11 w �rn N ONE S . In N CONCRETETORY BLOCK N RESIDENCE O O o FINISH FLOOR N ELEVATION=48.00 0 z COVERED ENTRY ?4 3' ul N---------- WALK IS - S) 10' UTILITY 1.7' OFF - - 0 a, - LOT 13 N 0) DO N 0 r O V) CoNcRET� �oR1v�WAr. AsEMEr1r.::`; Ay. WALK IS �•.r'16:0``:: `'.`: 1.7' OFF o N89'17'34"W oIN 50. 00' I PT�- 258.01' I --\-- N89'17'34"W CERTIFIED TO AND FOR THE EXCLUSIVE USE OF: D.R.H. TITLE COMPANY OF FLORIDA INC. FIDELITY NATIONAL TITLE INSURANCE COMPANY OF PENNSYLVANIA ELISEO BADILLO AND KRISTN M. KELLER CH MORTGAGE COMPANY, I , LTD. NOTE: 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. 2. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND ON 8-21-03. UNLESS OTHERWISE SHOWN. 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF 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 X, AREA OUTSIDE 100 YEAR FLOOD. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINLOE COUNTY VERTICAL CONTROL AS FURNISHED. BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERLY LINE OF LOT 12 AS BEING N89'33'46" W PER PLAT. (FIELD DATE:) 5/14/03 REVISED: SCALE: 1" = 30 FEET APPROVED BY: WRM ASM40139 FINAL 8-21-03 CKB JOB NO. FORMBOARD 5-27-03 DRAWN BY: LOT PLAN 2-17-03 Cl 243_17_ 501.18' TRACT A CLYDESDALE CIRCLE 50'- RIGHT OF WAY LEGEND — BUILDING SETBACK LINE CENTERLINE RIGHT OF WAY LINE EXISTING ELEVATION CONCRETE LB LAND SURVEYING BUSINESS LS LAND SURVEYOR PRIM 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 CONCRETESLAB C CHORD LENGTH PK PARKER KALON R RADIUS POC POINT OF CURVE AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LBb6393 320 EAST SOUTH STREET, SUITE 180 - ORLANDO. FLORIDA 32801- (407) 426-7979 1" = 30' GRAPHIC SCALE 0 15 30 Q FIND NAIL AND DISC LB #6393 (8/21/03) /a SET 1/2" IRON ROD AND CAP 6A LB #6393 (8/21/03) 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 .,.......... 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. THE FIRM VID M. DeFILIPPO P y503g DATE CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL, INSPECTION **** SINGLE FAMILY RESIDENCE**** DATE: PERMIT #: C)3 ~ ADDRESS: c3'� CONTRACTOR: PRONE #: 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 -L4L i �' `a°�- g�2�` b� ❑Fire (-\ I r�- Public Works El Utilities E]Zoning P\ ULicensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CITY OF SANFORD PERMIT APPLICATION 2-3 3 Permit # : G 3 - Re5 � t1 Date: S', G Job Address: �7- r5 C4V5St �'� I �f5a C� P. Description of Work: (I. M Q�04C Historic District: Zoning: Value of Work: $ SZZU Permit Type: Building Electrical Mechanical Plumbing —K— 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 Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets �2, Plumbing Repair - Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: ('11 L (Attach Proof of Ownership & Legal Description) Owners Name & Address: D 2 14 r T •r1� Phone: Contractor Name & Address: ADVANTAGE PLUMBING, INC P.O. BOX 620027 ((�� 77 State License Number: Phone & Fax: (407) 366-3 actP0e 5n: Phone: 4 0 3�L ` �`l� 1 Bonding Company: Address: Mortgage Lender: 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 man [suit state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of lorida Lien Law, FS 7l . v Z, Signature of Owner/Agent Date S' na ctor/Agent Date �aC �-►� Print Owner/Agent's Name Print Contractor/Agent's Name Signature of Notary -State of Florida Date Signature of Notary -State of Florida ;y1• "% Date MARTHA Y. HALL .- MY COMMISSION # CC 875840 Bonded Thru Notary Public Undeers Owner/Agent is _ Personally Known to Me or Contractor/Agent is�Personally o Produced ID Produced ID APPLICATION APPROVED BY: Bldg: Zoning: Utilities: FD: (Initial & Date) (Initial & Date) (Initial & Date) (Initial & Date) Special Conditions: 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 iIARYAIM NORSE, CLERK OF CIRCUIT COURT SENINME COUNTY BK 04809 PG 0616 CLERKS 4 200307611O 06/07/2M 1902:10 ilrl RECORDING FEES 6.00 RECORDED BY N Nolden NOTICE OF COMMENCEMENT (Prepare in duplicate) The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in the Notice of Commencement. Description of property: Lot(s) 1, 7, 12, 13 & 22 Bakers Crossing Phase 2 Plat Book , Page(s) Public Records of Seminole County, Florida General description of improvements: Single Family Dwelling Owner(s): D.R. Horton, Inc., a Delaware Corporation Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Owner's interest in site of the improvements: Fee Simple Fee Simple Title Holder (if other than Owner): Name: Phone #: Address: Fax th Contractor: D.R. Horton, Inc. Phone #: Fax #: Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Surety (if any): Address: Phone #: Amount of bond: $0.00 Fax #: Lender: Phone #: Address: Fax #: Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7, Flonda Statutes: Name: Address: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes: Name: Address: Expiration date of Notice of Commencement: (the expiration date is one (1) year from the date of recording unless a different date is specified): D.R. Horton, Inc. 0 by: Rob( on, sistant Secretary (Corporate Sea]) STATE OF FLORIDA COUNTY OF ORANGE The foregoing instrument was acknowledged before me this day of ,2003 by Robert A. Lawson Assistant Secretary of D.R. Horton, Inc., a e aware Corporatton, e a o t-�corporatton. We/She is personally Gown to me. Notary Public, State and County Aforesaid KY SAti Ar �V COLTON ' PUCIA ORM NOTARY PUBLIC STATE DD134330 COMMISSION NO My COM??''Ir`'�nnl r'�tn.IULY_26,2006 a tgnature - Notary Seal tL4 AT 7 2001 CERTIFIED COft MARYANME MOM CLERK OF CIRCUIT 00U'ff SEMINOLE COUNTY. FLOW Wig r+" COUNTY OF* SEI'll INOLE � IMPACT FEE STATEMENT ISSUED BY CITY OF SANFORD STATEMENT NUMBER 103-75434 DATE.: BUILDING PERMIT (CITY) COUNTY NUMBER: UNIT ADDRESS:&�... .... ___________.... .... _............. ..... .... ....... _.......... _____....... TRAFFIC ZONE: JURISDICTION: O6 CITY-OF-SANFORD--_--_---_ ... ... .... ..... PARCEL: ___...... ... .... ... _.... .... _...... TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: \QT: - ---_- -_-_ ---'- OWNER NAM[ / _ ��r...... T�����-------------- _�7'_-��'_c�~ff�L-_----_--_------- ADDRESS: ------------_--�1----------------_--------------------_--------_-_ LAND USE CATEGORYn 001 - Single Family Detached House TYPE USEw Residential WORK DESCRIPTIONn Single Family HouveN Detached Constructior, BENEFIT RATI��: FEE UNIT RATIE PER it & TYPE TOTAL DUI::: TYPE: DIST SCHEDULE DESC. UNIT OF 1.JNTTS ROADS LIBRARY CO -WIDE O dwl unit $ 54.00 1 $ 54.00 SCHOOLS CO -WIDE O dwl unit $1,384.00 1 $ 1,384.0O AMOUNT DUE $ 2,285.00 STATEMENT R[CFIVED,BY: SIGNATURE: ..... ... ....... .... .... .... ....... .... __________________ (PLEASE PRINT NAME) DATE: OTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND NOIRE 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 ADE 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 RECEIVIF0 SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD, FLORIDA 32771; (407) 665-7474. PAYMENT SHOULD BE TO: CITY OF SANFORD DUIiDING D[PARTMENT 3O0 NORTH |`ARK AVEHUE SANFURD. FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFEREHCE TH[ STATEMENT NUMBER AND CITY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THE NOTICE. ***T}iIS STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF A*** FAMILY BUILDING CITY . ,ANFORD PEFrMIT APPLICATION Permit No. Q' � -I Lo �SDate: Job Address: �' G GltzGl E S at=OQb �L: "3a41� Permit Type: Building Electrical Mechanical Plumbing Fire AIzrm/Spriakkr bescription.ofWork: FR.� A. Additional Information for Electrical & Plumbing Permits Electrical: _Addition/Alteration _Change of Service _Temporary Pole New AND Service (# of AMPS ) Plumbing/Residential: Addition/Alteration New Construction (One Closet Plus Additional) Plumbing/CommercW: Number of Fixtures Number of Water & Sewer Drainage Lines Number of Gas Lines WD Occupancy Type: ✓ Residential _Commercial _ Industrial Total Sq Ftg:'�� Value of Work: Type of Construction: .3IrmK Flood Zone: Number of Stories: I Number of Dwelling Units: i Parcel No.: (Attach Proof of Ownership & Legal Description) Owner/Address/Phone: R p I"'Z w mN 0 `40--7 % e &R - g t O I Contractor/Address/Phone: `► cti - -D e> Acr:l PSG -G101 � � - �• �.t�� ` � ^� , l C)'Z 0-1RN>>p' F 1- State License Number: CC 0 55 Contact Person: t7Pi'112 CO 0 00- Phone &. Fax Number. Title Holder (If other than Owner): N % Address'. . Bonding Company: NX Address: Mortgage Lender: ►.S Address: Architect/Engineer A •13• ! ' C1O C f-0j ' Phone No.: 4t-5�1=y:44- C'�304'B Address: 401 NSR• 484 St . 1151111 Alk- , _QF- ,FI 32a \ -6r Fax No.: 40 4 (f14 - 4 0-" B Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or Gutallation 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 ZVROVEMENTS 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 clot 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. Acce se of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713, Signature of Owner/Agent Date Signature of Contractor/Ageru Date r7. , a CI Print Owner gent's Namd Print Con ctor/Agen is N o O Si A k Date Signature of Notary -State of FThridA Date v PATRICtA COULTON NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO, DD134330 M Owner/Agent is _ _ Produced ID Personally Known to Me or PATRICIA COULTON NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DD134330 MY`COMMISSION EXD. IULY 26,2006 Contractor/Agent is Produced ID _ APPLICATION APPROVED BY: d�P& �1---_ Personally Knoaz to W or Date: 41-2 3 Special Conditions: t �Syt_01. �4 <�)._ 'A PE pES'iT 4CONT..Rat_ Sentricon* Colony Elimination System Pretreatment Plan Agreement Date of Install : Contract Number PUCHASERS NAME AND ADDRESS Name _D,'-.� Address (�� City/State/Zip Phone & Email Quarterly Payment Amount�+1' i (First payment due on the Install Anniversary Date) Any payment deemed 30 days past due will result In the cancellation of this Warranty and Justify removal of the Sentricon System. CUSTOMERS NAME AND ADDRESS Name Address City/State/Zip Phone & Email INSTALLATION ADDRESS: P q 4 C LyS L ALP- GtvAAL 5.bJJFOH:D EL. :LZ}-13 SPECIAL OR ADDITIONAL COMMENTS NOTIFICATION STICKER LOCATED: _A1ER>-k& aC�D� . DAMAGE REPAIR WARRANTY From the date of Installation of the Sentricon* Colony Elimination System, Apex will warrant the structure(s) against subterranean termite damage. If subterranean termite damage occurs to the described property during the warranty period, Apex will, upon notification and Inspection, arrange for the necessary repairs and pay the cost of labor and materials not to exceed $1,000,000. Apex may chemically treat the affected area of the property at no additional cost to the Customer, THE UNDERSIGNED CONSENTS TO AND AUTHORIZES THE WORK CONTEMPLATED HEREIN, AND FURTHER AGREES THAT THE TERMS AND CONDITIONS STATED ON EITHER SIDE OF THE AGREEMENT SHALL GOVEF,N ,TTIE RELATIONSHIP OF THE PARTIES. Apex Representative Signature Date Customer or Agent Signature Date Apex Pest Control Inc., (Apex) will, in substantial compliance with all federal, state, and local laws, rules, and regulations, and all applicable recommendations contained In literature provided by DowElanco: 1. Install Sentricon* stations (the Stations) In the soil around the outside perimeter of the structure(s). 2. monitor those Stations for twelve months from the date hereof; 3, during those years, add Recruit* termite bait and remove it from the Stations as appropriate; 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. The Company will extend this Service Commitment following the original twelve month obligation. The Sentricon Pretreatment Plan may maintained for the LIFETIME of the ldentifled property subject to the terms and conditions of this agreement for J er quarter (3mo period) payable on or before the end of the previous monitoring period. After the fifth year, and each year thereafter, Apex reserves the right to revise the quarterly payment amount, not to exceed 10% per year. The Customer warrants full cooperation with Apex during the term of this Agreement, and agrees to maintain the area(s) baited free from any factors contributing to infestation such as wood, trash, lumber, direct wood -soil contact, standing water. under pier type structure, or as noted In "Special or Additional Comments". The Customer also agrees to notify Apex of and eliminate faulty plumbing; leaks; dampness from drains; condensation or leaks from the roof or otherwise into, onto, or under the area(s) baited. At no time will damage caused to any portion(s) .of the Structure(s), even by an active wood destroying insect infestation, be the responsibility of Apex In areas where any of the conditions described In this Paragraph exist. Failure of Apex to alert the Customer to any of the above conditions does not alter the Customers responsibility under this paragraph. DISCLAIMER: COMPANY DISCLAIMS ALL OTHER WARRANTIES, WHETHER EXPRESS OR IMPLIED; INCLUDING STATUTORY WARRANTIES, AND SPECIFICALLY DISCLAIMS ANY IMPLIED WARRANNTES. OF MERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE, OR WARRANTY FURTHER, COMPANY HAS MADE NO AFFIRMATION OF FACT OF W0{LIKE SERVICE. OR PROMISE RELATING TO THE PRODUCT OR SERVICE PROVIDED HEREUNDER THAT HAS CREATED OR Customer expressly waives and releases any claims In any lawsuit, arbitration other legal rocTO AN e diinngSagWstApex y 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, Iiquidated, treble, or special damages If any kind, and In no event shall Apex be liable for any amount greater that amount paid by the Customer to Apex for the service to be performed. SENSITIVITY/PHYSICAL FACTORS: Customer understands and agrees that (I)it Is the responsibility of all family members, visitors, guests, and/or other temporary or permanent occupants to consult a physician If necessary regarding any affects the Property treatment may have and (2)it Is their responsibility to notify Apex in writing not less than two (2) days prior to treatment regarding any allergy or sensitivity concerning odors, dust, pollen, respiratory Illness, or other condition that may be activated or exacerbated by the products and or techniques utilized by Apex. GENERAL TERMS AND CONDITIONS By specific reference hereto, the Customer understands that the general terms and conditions are hereby made part of this contract and apply without exception. 1. DOWELANCO OWNERSHIP OF SENTRICON* SYSTEM COMPONENTS: The Customer understands that: All components of the Sentricon *System (Components) are and will remain to property of DowElanco. The Customer has no rights to any of the Components, and the Purchaser may not alter, remove, or modify the components In any way, other than the right to their use as Installed by Apex on the Customer's premises under this agreement. 2. On expiration or termination of this Agreement, Apex and DowElanco or Its representative are authorized by the Customer to retrieve from the Customer's premises the Stations and other Components contained therein for appropriate disposition. 3. If Apex, for whatever reason, ceases to represent or to be authorized to represent, the Sentricon* System a. Apex will: (I)so notify the Customer; (2)offer Customer the alternatives of either using a different form of termite protection or discontinuing the relationship(note: Conventional "liquld barrier" method of termite control may not offer an effective means of controlling certain termite Infestations of certain structures. In such event Apex may not be able to offer a different form of termite protection, and therefore may have to discontinue the relationship.); (3)lf the Customer and Apex (Parties) agree on use of a different form of termite protection, give the Customer credit for service paid for but not yet received; (4)if the Customer elects to discontinue the relationship, or if Apex cannot offer an effective different. form of termite protection, refund to the Customer an amount equal to the fee paid for services not yet received, and;_(5)retrieve, or advise DowElanco or Its representatives where to 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; (I)the Structure(s) being structurally modlfled, 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 balting 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 pan 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 rightto. revise the annual extension charge or terminate this Agreement. DISCLAIMER/CONDUCIVE CONDITIONS Apex's liability under this Agreement will be terminated If Apex Is prevented from fulfilling Its responsibilities under the terms of this Agreement by any reason of delays In transportation, shortages of fueUor materials, strikes, embargoes, fires, floods, hurricanes, storms, quarantine restrictions, or any other act of God or circumstances beyond the control of Apex. Apex disclaims any liability for special, Incidental, or consequential damages. This Agreement does not cover and Apex will not be responsible for; (1)termite damage resulting from water leakage; (2)termite damage 'resulting from masonry failure or grade alterations; (3)termite damage resulting from direct wood to soil contact; (4)furniture and contents; (5)areas of existing damage unless areas have been repaired by Customer's evidence of receipts. ARBITRATION. Not withstanding any provision contained herein regarding litigation, In the event of any dispute arising hereunder, Customer agrees to submit the dispute to the least expensive procedure of arbitration in accordance with the rules and procedures for commercial arbitration of the American Arbitration Association or any successor organization, and in accordance With and subject to all the provisions of the Uniform Arbitration Act as in force In the State of Florida, or the Federal Arbitration Act, 9 U.S.C. section 1, et seg. Th( proceeding shall be governed by one arbitrator, and the location of arbitration will be Brevard County, Florida at the offices of Apex or it! designee. The arbitrator will have the complete power to determine all Issues of fact and law, and any determination of the arbitrators wil be flnal and conclusive, and binding on both parties. Customer agrees that any such arbitration shall be conducted on an Individual basis and not a class wide basis. Apex shall recover all fees, costs, and attorneys fees associated with the arbitration proceeding. ENTIRE AGREEEMENT. The service Agreement signed at the time of purchase constitutes the entire Agreement between the parties an( no other representations of statements will be binding on the parties. REFUNDS. Apex at any time on or after 36 (thirty-six) months from the Initial date of Installation, terminate this Agreement and b relieved of any liability hereunder If Apex determines, in Its sole discretion, that It is unable to prevent or stop further damage to Propert from subterranean termite activity. Partial refunds may be made under the discretion of Apex Pest Control Inc. NOTICE OF CLAIMS, ACCESS TO PROPERTY. Any claims under the terms of this Agreement must be made Immediately In writing t The Apex Corporate Office. Apex is only obligated to perform under this Agreement if the Customer allows Apex access to the 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 transfer fee payable to Apex within (thirty) days of the transfer of the treated Property. *Trademark of DowElanco Brevard Area Orlando Area Tampa/Sarasota Area 508 S Plumosa St. 7006 Stapoint Ct. #G 5314 Faulkenburg Rd N Merritt Island, FL 32952 Wlnterpark, FL 32792 Tampa, FL 33510 407-459-2847 407-858-0540 813.221.2847 800-929-2847 888-764.2847 877-459-2847 CITY OF SANFORD BUILDING DIVISION SUBMITTAL REQUIREMENTS FOR RESIDENTIAL BUILDING PERMIT ❑ I, Two (2) recent boundary and building location surveys showing setbacks from all structures to property lines for permit for structures (not fences) ❑ 2, Two (2) complete sets of construction design drawings drawn to scale, Complete sets to include: ❑ a, Foundation plan indicating tooter sizes for all bearing walls. Provide side view details of these footers with reinforcement bar replacement. ❑ b. Floor plan indicating Interior wall partitions and room identification, room dimensions, door, innand/or opleniomsizes, smfixturesoke detector, location(s), Inndings, decksnd 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. Finish floor elevation height as per CIty Engineering Department or subdivision plat. ❑ d. Cross sections of all wall sections to be used in the structure. Bearing non -bearing Inter and exterior. Show all components of wall section. ❑ c, Framing plan for floor joists where conventionally framed. Plan to Indicate span, 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. ❑ g. Stair details with tread and riser dimensions, stringer size, methods of attachment, placement of handralls and guardrails. ❑ h, Square footage table showing footagest A S-/- S.F. Garages/Carports—=—S.F. Porch(s)/Entry(s) Patio(s) Conditioned structure 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 B1vd,Sanford, FI (407) 665-3600. c. Arbor permit when trees to be removed from property. Contact the City Engineer for details regarding the arbor ordinance and permit. ❑ 6. Application to be completed thoroughly and signatures provided by a licensed and Insured contractor. OWNER/BUILDER MUST APPEAR IN PERSONS TO SIGN APPLICATION AS PER FLORIDA STATE STATUTE 489. Subcontractor license numbers must be included on the application. If electrical, mechanical or plumbing permits have not been issued, inspections will not be scheduled or made And subcontractors will be subject to penalty under the City Ordinances. REQUIRED INSPECTIONS DURING AND UPON COMPLETION OF CONSTRUCTION 1. Footer 2. Underground, electrical, mechanical and plumbing 3. Foundation elevation survey 4. Slab 5. Lintel- tic beadns - columns- cells 6. Rough electrical 7. Rough mechanical S. Rough plumbing 9. Tub Set 10. Framing 11. Tenant Separation / firewall 12. Insulation, walls and/or ceilings 13. Electrical final, mechanical final and plumbing final 14. Building final 15. Other DATE SIGNATURE (Ily OwnerAhorizc gent) D. R. HORTON HOMES � n�-� SFR PERMIT PACKAGE �" CITY OF SANFORD CHECK LIST LOT #�-Z�)-ZSUBDIVISION: BAKERS CROSSING ADDI ,ESS ::�4 c-t-Ct , BUILDING APPLICATION �POWER OF ATTORNEY 2 SETS OF SEALED PLANS 2 PLOT PLANS J3SETS OF ENERGY CALCS MANUAL J/DUCT LAYOUT ATTACHED TO THE PLANS / 2 SETS OF SEALED TRUSS PROFILES AND LAYOUTS ATTACHED TO THE PLANS UTILITY FORM INOTICE OF COMMENCEMENT APPEx CONTRACT � Dn' U6,Ce* Rrm ,�- J Limited Power Of Attorney _P,4 � s each agent's of D.R. Horton Inc. To be my lawful attorney in fact to act for me and ply The Buildinq Dept. of: C 1 s For a residential permit for work to be performed at: Lot#: ��� Subdivision : �G� orscruss'l I � Address: ask 0_46D41 c(Vtl- EC- 39-_L'i3 And to sign my name and do all things that are necessary to this appointment. .Richard B. Ladd CBC055300 Contractor State Registration Number L=+�C Signature of Contractor This foregoing instrum nt was acknowledged before me this: Date: y f( p By: Richard B. Ladd ( Contractor) Who is personally k own to me. State of (Iorlda Countyange Notary Public Signature OFFICIAL NOTARY PATRICIA COULTON NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DD134330 MY COMMISSION EXP. JULY 26,2006 Notary Seal CITE' OF 8ANFORD P.O. Box 2847 SANFORD, FL 32772 PHONr // (407) 330-5630 FAX ii (407) 328-7367 APPLICATION FOR UTILITY SERVICE ACCOUN I (DULL NAME) n r rIa_ NAM,: SERVICE ADDRESS a�4 MAI1.,1N(;1 A.DDRLSS(n250 flQ L) ZIP �c TURN ON DATE SINGLE FAMILY RESIDENCE MULTI -FAMILY RESIDENCE- 0 COMMERCIAL v�fort. WORK��4D-4- j l OI SOCIAL SECURITY# HOME# OWNER OF PROPERTY U`s . { 4 C r-- VAC'• I AM APPLYING FOR CITY OF SANFORD UTILITY SERVICE AT THE ABOVE ADDRESS. I AGREE TO FOLLOW ALL CITY RULES FOR UTILITY SERVICE AND TO PAY CHARGES IN EFFECT AT THE TIME OF DELIVERY. IN ORDER TO TRANSFER MY DEPOSIT TO ANOTHER. THE NEW APPLICANT MUST PROVIDE PROPER IDENTIFICATION AND ANY OUTSTANDING CHARGES MUST BE PAID AT THE TIME. WHEN TRANSFERRING MY DEPOSIT TO ANOTHER SERVICE ADDRESS. I MUST PAY ALL OUTSTANDING CHARGES. I AM ALSO RESPONSIBLE FOR IN THE HOME BEFORE THE S FOR DAMAGES CAUSED BY W I UNDERSTXnD THAT NON - SIGNED; MAKING SURE THAT) ERVICE IS ESTABLISHE ATER FAUCETS OR 01 YMENT OF MY ACCOU DO NOT WRITE BELOW THIS LINE DEPOSIT AMOUNT $' APPLICATION FEE $ OTHER FEES $ TOTAL FAUCETS ARE T THE CITY IS NOT =TS LEFT ON. ILL STOP SERVICE. DATE CUSTOMER# LOCATION# LAST BILL READ THIS READ CSR 0/\'FF CITY OF SANFORD P.O. Box 2847 SANFORD, FL 32772 PHONE # (407) 330-5630 FAX # (407) 328-7367 APPLICATION FOR UTILITY SERVICE ACCOUNT (FULL NAME) MAIDEN NAME NAME � .� • t-tUr'�t'1 .J�1 tC SERVICE ADDRESS MAILING ADDRESS TURN ON DATE SINGLE FAMILY RESIDENCE MULTI -FAMILY RESIDENCE COMMERCIAL on aC't E�GtPtB'r` � O u-I f? W 0 RK# Z3 5 :� - ct t {-}#• nn 1 _HBO M E# 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 PAY CHARGES IN EFFECT AT THE TIME OF DELIVERY. IN ORDER TQTRANSFER MY DEPOSIT TO ANOTHER. THE NEW APPLICANT MUST PROVIDE PROPER IDENTIFICATION AND ANY OUTSTANDING CHARGES MUST BE WHEN TRANSFERRING MY DEPOSIT TO ANOTHER SERVICE ADDRESS. I MUST PAY I UNDERSTAND THAT NON-PAYMENT OF MY ACCOUNT WILL STOP SERVICE. SIGNED DO NOT WRITE BELOW THIS LINE DEPOSIT AMOUNT $ APPLICATION FEE $ OTHER FEES $ TOTAL $ DATE CUSTOMER# LOCATION# LAST BILL READ THIS READ CSR DATE 5-06-203 7:09AM FROM W+tr!0'w♦...•I !RriSM�srr�:�•Y,r n:.,, ��,.., St �.,! -���: �.. CiTY OF SANFORD PERMIT APPLICATION Permit # : ig ! S �- Rate:Ll _ Job Address: 02 q DC$Cription of Work: L9rif 0160l T-anigR: Value of Work; S-, 21 Permlt Typei Building— Electrical '✓ Mechanical Plumbing Fire Sprinkler/Alarm Pool f Electrical: New Service - # of AMPS _�, Addition/Alteration Change of Scrvicc Temporlary Pole _ Mechanical: Residential ' Non -Residential Replacement New (Duct Layout & Energy Celc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: a Of Water Closets,_ Plumbing Repair - Residential or Commercial Occupancy Type: Residential t� Commercial Industrial Total Square FOOtage: _ Construction Type: # of Stories: # of 'Dwelling Units: Flood zone: " (FENIA form required for other than X) Parcel a: (Attach Proof of Ownership & Lcgal Docrlplion) r 4 e SAS /1/ a e J Owner Name & Addret: �_ Phnnt. _7 -7 - 9 J 7 9 �Q l � r [. 3 z �" z _ Contractor amc 22 �~ Z7 y� _ State License Numher L s 4 _.-._ 39 � ` � 4 Phone & Fax: �� ;Contact Penton: Phnnc L�i1— 3Z8 C)L) Ilonding(:nmpsny: Address:-- ,Morlga$t Lender. Address: - ArchittrUEngineer: Phone Fai: Address: -. Application is hereby made to obtain a permit to do the work and instillations as indicated. 1 certify that no wink or installanon has corruntnced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating conswction in this jurisdiction. I undontand that '. scparatc permit must be secured for ELECTRICAL WORK. PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDiTIONTRS, ctc. O ER'S AFFiDA V IT: i certify that all of the foregoing information is accurate and that all *%" will be done in compliance With all applicable laws regulating construction and zoning. WARNNG 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 OBTAN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: in addition to she requirements of thin pamiL there may he additional restrictions applicable to this property that n-Qy be found in the public records of this county, and there may be addioonal permits required fmm other governmcnul rnntics such as water management dismcts, state agencies, or t'cdcral agencies. AcccptanLc of permit is vcntication that I will notify the owner of the property of the rtquiremcnLa of l:10 a Lien w, FS � 1 .. ._.. Date %'joaturt of Contractor/Aged Date Signature of Owner/Agent Print Owner/Agent's Name Print Ctmrractor/Agent's me '�'''`J'�'-Ee ✓ '2/ $iCnaturc of Nulary.S-e n(Flnri(a (laic Cijnat> ure of N y Sute nl'Flo da Uu!e t_)wncr/Aun( k. PerionPlly Known w Ma ur Ai'PLII A1lU\ A11PROVED llY: Bldg:— (Inilial <t i)atc) �pccinl Condilinn;: __... wnnctnr/Agcnl is V Known to Mc ,)r Producrd IU (initial & Dute)- (Iiiilial K Ualcl ell -�u-���t a:pirrl rKUM CITY OF SANFORD ELECTRICAL PERMIT APPLICATION Permit Number: Date: The undersigned hheerreby.appliess f/or a��permit to ipstall the following electrical: Owner's Name:To�e , ,�'! Address of Job: C/ . ✓� (fie f 622/02 Electrical Contractor:/J bZ ► a�46/'/o�r�T7uc l v s,� ,��e_ • Residential: Non -Residential: Number Amount Addition; Alteration, Repair Residential & Non -Residential New Residential: New Commercial: AMP' Service Change of Service: From AMP Service to AMP Service Manufactured Building Other: E)escri tlon of Work.:;: 44 Application Fee: $10.00 TOTAL OUED, o By Signing this application I am stating that I am in compliance with City of Sanford Electrical Code: A ant's Signal State License Number lr CITY OFSANFORD PERMir APPLICATION W.? s Job Address: 0� —Z Description of Work: Historic District: VA rr W A:.9 Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Electrical: New Service — # of AM S Addition/Alteration Change of Service Tempor&y Pole Mechanical' Residential Non -Residential Replacement New (Duct Layout & $nergy Cali. Required.) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Wafer 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 fb't: ati[ieq- Wan %) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Address:%j Phone: Contractor Name & Address: License \um Phone & Fax: Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer. Address: Phone: Fax: - Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has 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 o e in co liance with'all applicable )aws mgabaling construction and zoning. WARNING TO OWNER YOUR FAILURE TO RECORD A NOTICE OF Cl0 NCE NT MAY RESULT Ih YOUk PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINA .eING ONSU 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 pplica a to this county, and there may be additional permits required from other governmental entiti such water: Acceptance of permit is verification that 1 x�iIl notify the owner of the property Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is _ Produced ID Personall.\ Known to Vie or APPLICATION APPROVED BY: Bldg: :Initial & Date) Saccial Conditions: that may 'b found in the public records of listricu, to agencies, of fader".) agencies. , FSJ/ 13 Connctor/Age t :T G. DE USSO Date Pn i Contractor Agent's Na me Signature of No_: --State of iMlonda Date 'f MIRINDA C. TURNER Contractor/Aee-: I'ersonai. COMMISSION # DD 212893 Produce� EXPIRES: June 14, 2007 _ s .'°' ,P-gatdedThru Notary Public Underwriters Zoning: (Initial & Date) (Initial K Date) FD: (Ittitial & Wit / +K EY WOOD_ CONCRETE OR CAULK BETWEEN Wool) BUCK L I BUCK By OTHER-'f MASONRr OPENING %- BY OTHERS / MASMAS'Y. OPENING BY OTHERS! CAULK BETWEEN WINDOW FLANGE --I L WOOD BUCK \ 1i 1-1/4" MIN. n C ° EMBEDMENT - STUCCO BT OTHERS PERIMETER CAULK By. OTHERS RIGID. VINYL GLAZIMG BEAD { <TYPJ ➢O W HT) CAULK BETWEEN WINDOW FLANGE L PRECAST SILL V/ VULKEM 116 ADHESIVE CAULK. OR OR APRV'D. EOL. PERIMETER CAULK BY OTHERS INSTALLATION AI aL ON ANCHOR 3/16- DIA. TAPCON SHIN AS REO'D. -.1/4' MAX. 'SEE COTES) FLANGE TYPE - WINOOV FRAME HEADER GLASS (TYPJ (SEE NOTES) E.I. (BUCK HEIGHT) FLANGE TYPE WINDOW FRAME SILL 1 B.V. (EUCK V1DI INSTALLATION A NCHL'R Orlc BY WOOD 3/I6" DIA, TAPCON BUCK BY OTHERS ST BY SHIM AS REO"D. RIGID VINYL S GLAZING BEAD (SSEE NOTES) YP. CT) _ GLASS <I'YPxSEE NOTES) - FLANGE TYPE WINDOW FRAME :�, JAMS CAULK BETWEEN WINDOW FLANGE i o L VOOD EUCK PERIMETER CAULK BY OTHERS V.W. (WINDOW VI0TH)- CAULK BETWEEN WOOD BUCK L MUS'Y.. OPENING BY OTHERS SECTION B-B CONCRETE OR- MASONIRY OPENING BY OTHERS - VMMMW (� W.W. - - :AST STILLr OTHERS -< y F CI* A -�_ '; NOTES SECTION A, -A BI c � �:j I) SHIM AS REO.O. AT ETCH IN$iALlAT1ON ANCHOR, Max. ALLOwa°LE 4 SHIN STACK TO BE 1/4-. D E _ 2) V41NDOW FRAME MATERIAL ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHOR MUST EE OF SUFFICIENT LTH. TO ACHEVE WIN. EMBEDNENT OF 1-1/t INTO MASONRY OR CONCRETE. t) USE SILICONIZEO ACRYLIC CAULK BEHIND wINOOw FLANGE AT HEAD & JAA(ES. SILL MUST EE ATTACHED TO THE SU33TRATE WITH B I K Q VULKEN 116 ADHESIVE CAULK OR APPROVED EOIJ.Z. 5) USE SILICONIZEO ACRYLIC CAULK FOR PERIwrT-R SEAL AROUND ExTER:Gn OF WINDOW fL;NG`E. O) IF EXACT WINDOW SIZE 15 NOT MISTED IN ANCHOP. CHART, U$= ANCHOR CAJANTITY U5TE0 WITH NEXT LARGER SIZ-. FOP. T: = `V APPROPRIATE DESIGN PRESSUPE REOD. 7) GLASS THICKNESS MAY VARY PER THE RE00WEuENTS OF AST. E1300 GLASS CHARTS. O) LETTEP-ESIGNATtONS ON THE TAPCON LryAnCN CaRr ItID,C=-; WHERE TA -EON ANCHORS ARE TO 3E INSTIL'_-':' WHEN U5;`•G T. - EXTER10.=.=LEVATION AS A KEY. 3) ALL FACTC'y APPLIED :-OLES NOT DESIG.AT.O FGR TA.=CCN ANCHOR, SHOULD EE FILL-D WITH P'_ SCPEwS G. S:j'v7;C.Ev' L- TO PROVICE MIN 5/8 IN EMP_EJU-N7. IN-C wGl7 EUCK. 10) FLORIOA=Xi.RUOERS iCro cEcIF: SNG__ Hl:NG IS S.0,r 7-.S _ n PRINT ALSO APP_IES i? T..- FLCF.IOa EA.'rtl'':='S {C - �';�/,/�I /, I\I V SFrIES S.NG' - HONC .. `JI :) wnE.'.- 'e:�C^•.v 1 Ir yr - — — $iRJ SUF IC N.- _vG - =I I /:_ Y = 1'✓ i - .�;... �I : , _ A E X � I_.-'. l N V l ALL _ _ - v . 3, SIZ- NGT AVAILA L- W MOOD CP 15CO SERIES. ) ERNATIONAL. INC FLORIDA EXTRUDERSIS ' ORD. FLOFIDA TITLE:iNST S!:, SUNG .'1Nnl_•:; - S=2 =5 !000 , i500 is 2000 DFA,TN B. APP?OLED SY: !IJ ,SCALE: DTT_-. L_XU 111 pp, .HEATHING ,Y OTHERS 7 INSTALLATION NCHOR SCREV (TTPJ EXTERIOR FINISH) BY OTHERS PERIMETER CAULK BY OTHERS FIN FRANC HEADER IIIIDIT T EXTERIOR PERIMETER CAULK BY OTHERS �xTERIOR FINISH tY OTHCRS 'D INSTALLATION --/ .NCH02 SCREV (TTP.) iHEA THING 3Y OTHERS V MIK CAULK BEHIND FIN TVO BY BUILD DOVN BY OTHERS NOTES. SHIM AS REO'D. 1) SHIM AS REO•D. ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD BEARING (SEE NOTES) SHIM. MAX_ ALLOWABLE SHIM STACK TO BE 1/4". _ - ' - 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063, - Ur 1Wx 3) USE SIUCOMZED ACRYLIC CAULK BEHIND WU400W FIN AT HEAD. SILL & .IAMBS. . �SMx SPACE 4) USE-S4JCONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF " WINDOW FRAME. . ' .. S) GLASS THOGRESS MAY VARY PER THE REOUIREMEHFS OF AST" E1300 GLASS , -CHARTS. SINGLE CtAZ04G IS SHOWN. INSULATING GLASS IS ALSO OUALIFIEO. . -.. 6) SCREW ANCHORS AT NERD. SILL & JAMBS SHOULD BE f8 SCREWS OF SUFFICIENT - LTH. TO PROVIDE UPC 1 IN, MIN. EMBEDMENT INTO WOOD FRAME. PUCE /6 - SCREW ANCHORS-6a FROM CORNERS AND 24- O.C. MAX. - 7) SURD DOWN MOUND CURVED PRTION OF WINDOW FRAME TO BE ENGINEERED BY - OTHERS. BUILD DOWN MUST BE OF SUFFICIENT STRENGTH TO ADEOUATELY TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. 8) FLORIDA EXTRUDERS 1000 SERIES DESIGNER WINDOW SHOWN. THIS PRINT ALSO APPLIES TO FLORIDA EXTRUDERS 1750 SERIES &. 2000 SERIES. 9) ELEVATIONS SHOW COMMON CONFIGURATIONS. R IS HOT INTENDED TO LIMIT USE OF THIS PRODUCT TO THESE TWO CONF6G7RATIONS. THIS SHEET APPLIES TO ALL CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1000. 1750. & 2000 SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS. 10) WINDOW UNIT CAN ALSO BE MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE MUUJON INSTALLATION SHEETS FOR REOUIREMENTS. GLAZING (TTP. SEE NOTES) -FIN FRAME SILL SHIM AS REO'D.— (SEE NOTES) / 1' MIL. SECTIOIN A -A I L SAN S?<[ EXTERIOR ELEVATION r�0 3Y F- M:NC 3, OTHERS CAULK BEHIND FIN Ey,D SST r Z 2002 Iw IT I/M" Max. ID INSTALLAIIDN SNIMTPACC ANCHOR SCREV (TYP.) SHIM AS TVO BY FRAMING BY OTHERS (SEC TOTCS) b � .- CAULK BEHIND FIN FIN FRAME JAMB .. 5 GLAZING cTYP 9r �.' SEE NOTES) s1� t F18CB[If a' s�{�, .-- BYpTHERS • N EXTERIOR- EXTCRIOR FINISH T- BY OTHERS _Vmww VIITN PERIMETER CAULK BY OTHERS SECTION B-B EXTERIOR EL=VATION FLORIDA EXTRUDERSINTERNA7IONAL. INC SANFORD, FLORIDA TITLE: FIN INSTALLATION DETAIL DESIGNER FIXED WINDOW 1000, 1750, & 2000 SERIES DP,AWN BY: BB , APPROVED BY: DATE:O2/14/02 (SCALE: NTS IDWG.: FLEX0037 ` BNE By BLOCK BY OTHERS INSTALLATION ANCHOR W10 SCREW BUCK WIDTH CAULK BETWEEN WINDOW BUILD DOWNBY OTHERS FLANGE L SHEATHING _ (ALSO APPLIES NOTES REO'D. AT BEARING SHIM. MAX. TWO BY FRAMING BY OTHERS TO SILL) 1) SHIM AS EACH INSTALLATION ANCHOR WITH LOAD ALLOWABLE SHIM STACK TO BE 1/4 . TWOBD (TYP.) 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. r OTHERS 1-3/D MIN- 3) TAPCON INSTALLATION ANCHORS AT SILL MUST BE OF SUFTOENT LTH. TO ACHIEVE A$ I EMBEDMENT MIN. EMBEDMENT OF 1-1/4" INTO MASONRY OR CONCRETE. /10 INSTALLATION SCREWS AT HEAD & JAMBS MUST BE OF SUFFIGENT LENGTH TO ACHIEVE 1-3/8- (SEE (SEC MOTES) ES) uIN. EMSEOi.ENT INTO WOOD FRAMING AND BUILD DOWN WHERE REQUIRED. �(TCR[OR FTNISH INSTALLATION ANCHORS & SCREWS TO BE PLACED 6 IN. FROM CORNERS I( 24 IN. BY OTHERS ,.. O.C- MAX- WINDOv FRaHE . _ .. - 4) llSE SIL'ONQED ACRYLIC CA1LX 8EHIN0 WINDOW FLANGE AT FEAD, SILL &"JM(B5. JAMB .. . - - 5) USE SILICONZED ACRYLIC CAULK FOR PERHu£TER SEAL AROUND EXTERIOR OF WUNOOW FIANCE. - --'GLAZING . -1/4- MAX. 6) CLASS THICKNESS MAY VARY PER THE REQUNREMENTSOF ASTU E13W GLASS SEE NOTES) - - SHOW SPACE - CHARTS. SINGLE GLAZING IS SHOWN, INSULATING CLASS IS ALSO Ol1ALI ED. ... 7) Ell," DOWN AROUND CURVED PORTION OF WINDOW FRAME TO BE ENGINEERED BY _ OTHERS. BUILD DOWN MUST BE OF SUFFICIENT STRENGTH TO ADEOLUATELYA . UCH TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. " PERIMETER CAULK BY OTHERS WINDOW FRAME HEAD WINDOW MEHGHT EXTERIOR WINDOW FRAME SILL PERIMETER CAULK BY OTHERS EXTERIOR FINISH BY OTHERS -8) FLORIDA EXTRUDERS 1000 SERIES DESIGNEN. R WINDOW SHOWTHIS PRIM ALSO - - APPLIES TO FLORIDA EXTRUDERS 1750 SERIES & 2000 SERIES. 9) ELEVATIONS SHOW COMMON CONFHGURADONS, R IS MOT INTENDED TO LIMIT USE OF SHIM AS REO'D THIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL PERIMETER CAULK CONFIGURATIONS THAT GAIN BE MANUFACTURED FROM THE 1000. 1750. & 2000 BY OTHERS (SEE ROTES) SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS. 10) WINDOW UNIT CAN ALSO BE MULLED TO OTHER UNITS USING ALUMINUM TUBE WINDOW WIDTH UULUON. SEE MULLION INSTALLATION SHEETS FOR REOUIREMENTS. GLAZING (TTP. SEE NOTES) SHIM AS REO'D (SEE !NOTES) BUCK HEIGHT + S:IM $PACE CXIERIOR ELE`✓P,TION CAULK BETWEEN L VINOO- FLANGE I. CINE BY WOOD I p�}��(�T-�� 7 ,(� jT1 ,L BUCK ? I 1-t/<- ul IIil'L 11it11. L.ii RSl. A B.O.A..-. CAULK BCTVCEN EMBEDMENT % WOOD BUCK I. MANUFACTURER NAM: MASC►siY OPENING NE EY VOOD O BY OTHERS BUCK BY GTM£Rc MASOrNRr TER l — CONCRETE DR jE(; TIOf'J F.-A �,_ INSTAL_L4i-;' ANCIfQP ��' :-r; ar OTHERS S116, Ci: 1A=CON g 1-3/8- IN. EMBEDMENT M SPACE CAULK BETWEEN TWO BY BUCK .. L .CONCRETE BY OTHERS INSTALLATION ANCHBR - �ItO SECTION 8- A —J EXTERIOR ELEVATION �BT EXTERIOR FINISH BY OTHERS FLORIDA EXTRUDERSINTERNATIONAL, INC SANFORD. FLORIDA TITLE: FLANGE INSTALLATION DETAIL u/ FRAME BUILD DOWN DESIGNER, FIXED WINDOV 1000, 1750, & 2000 SERIES DRAWN BY:BD I APPROVED BY: DATE:02/12/0= ISCALE `ITS lDWG. FLEX0036 SHIN AS R£'O'D 'SHEATHING (SEE NOTES) BY OTMER'� /_CAOLK BEIIIEEN DOOR FLANGE L SHEATHING e i P STUCCO OR :SIDING BY ETHERS PERIMETER CAULK BY . OTHERS taj 1 - r-- c SLIDING GLASS DOOR FRAME SILL —INSTALLATION ANCHOR UUUR VIUIH /A c8 SCREV. - TVO BY WOOD SLIDING GLASS _ BY OTHERS DOOR, FRAME JAMB 1/4''MAIL- SHIM SPACE y ? �f' SLIDING GLASS DOOR FRAME HEAD TEMPERED GLASS (TYPJ DOOR HEIGHT D EMBr AMEN; INSTALLATION ANCHOR =2 SCREV TWO By v000 - BY OTHERS -'----- CAULK BETVEEN - HOOK STRIP SHL-ATHI14G .Is.�X-XTY�L, iNSTALLAT[ON ANCHOR i."— �," �` �''°=i'"F9 es SCREW 4 c T •a-t/8 NIn t i I ,T' -.$ r �EMBEDTIEHIT: -- zAEMPERED_GLSS _ i .: (TYPJ .:( __-CAULK BETVEEN , f DOOR. FLANGE -- - i SIN 'AIMING i T Y ri : .• SHEATHING:. .. • -- BY OTHERS PERIMETER CAULK BY CAULK ....-- - SHEATHING - --BY OTHERS GLASS , .... OTHERS STUCCO .OR .OR SIDING '. _`.:_ •.1�. _. (TYPJ ' - OR SIDING , - �; - -BY OTHERS .'...__ -�-'SLIDING-GLASS BY OTHERS - :• .� DOOR.__.: INTERLOCK SECTION B-B HOOK ' STRIP F DETAIL i T GUT•-S: ! I •'t (i �'1 I U DOOR wXTER[AL: ALunl ax ALLOr 606).' - Z) AS INSTALLATION SCREVS M',IST BE Dr SIF-IC4YNt LEnGTMT(i ACHIEVE MIXErSEGCNT OF 1-1/B- INTO WOOR TAPCIIN TYPE- INSTALLATION ANCHORS AT .SILL NMt_2E OC SUFFICIENT LENGTH TO ACHIEVE MEN EMDEDrENT OF 1-VA' INTO-HUSONRY CBR COKRETG 71 INSTALLaT10. AKMOR CHART ON BACK Or THIS DEFT. '.:� - J.it L1`I -.X7 / A) USE SILICOAZ, ACRYLIC CAULK SEMIND DOOR FLANGE GET HEAD- / 3) USE SILICORIZED ACRYLIC CAULK FDR PERIMETER SEAL AROtx+O EXTERIOR CIF DOOR. 1,^xY,Sl / 61 L RGER DOOR SIZE E lCIT LISTED IN SIGN ANCHOR CHART, RED 1M)[HQR DUAMT[TT lIS7E0 VITM'lEKT LARGER SIZE. FOR THE APPRIY?RIA rE DESIGN PRESSUP— REO'D. 7) FOR POCKET' DOOR SIZES USE CLOSEST BYPASS DOOR SIZE L COWIfuRArIOH TO FINLDED 0 our,-, B B PLACE INS TALLATIO. ANCHORS. IN FRONT Or MOO! STRIP AS SNO— B) GLASS THICKNESS HNY VARY PER REWIREHENTS Or AS IN C1300 GLASS CHARTS SI DOOR WE V APPROVED USING TEMPERED GLASS IN SINGLE GLAZED OR INSUA(UG GLASS I01 JAMB X SILL CORNERS ARC TO S£ SEALED WITH A SHALL JOINT SCAN SEALED II) SHIM AS REO'D. AT EA. SET OF INSTALLAIIO: ANEHGRS. MAX. ALLOV.ARLE SHIM STICK TO BE III-. 12) ALL INSTALLATICN AKHIrS MUST BE —DC OF CGRRO±ION RESISTANT MATERIALS. A -�- 17) W'HCR£ ' REPRESENTS MOVING PAN-_ AND 'P REPRESENTS FIXED PANEL APPROVED 1� CONIGUR.1164S ARE IS LISTED O. ANCHOR LNART ON SICK OF THIS SHE£T- E X T E P, 101 \ ELEVATION 1•) NET ALL EDKIGtf.tITIOn; LIST ABOVE ARE SOWN DH THIS oRAWIK.. Wv£V£a INSTALLATION - SECTIONS 'A A' •5-7- C TG]K STRIP DETAIL IPPLT TC INSTALLITION Or ALL APPROVED cow CJFATIONS I-1/4' MIN. - z PANEL DOOM $HOVN A 151 FLORIDA EXTRUDERS 1000 SERIES SLIDING NG U_ASS DOOR iS SHOVN THIS PRINT ALSO APPLIES TO 2SERIES — D 500 SERIES. 1 IBERALLT APPLY — D � , P.EVI DESCRIPTION I DATE I [N[ I EXTRUDERS CAULKING GTNDER SILL \_: __. I L— a P I D A INT. INC. SANFORD FL. 0R SET SILL IN BED NSTALLA_ ION'ANC'IOP I TITLE: SLIDING GLASS DOOR- 0F CONCRE T_ 3/:5' Dt_. TAFCON- �/j I INSTALLATION WITH PE SCREWS C i �0IN A— ( DR-.WN BY: _9 A, . a APPROVED 8Y: FE . 201J2 1 I ATE: !2/!7101 SCALE: Ni- IDWC =-` ru,027 S. i I E" C 4a I X C X I/E - }i- X _ T t7_v F Awl ��..*i TO N_ OM r i -- - - X 2 / j 1 , � I � :7YPJ 4E X ;/� S=tF +.:: � 5,X 1/ � L� c X 4.X,3/6 f AGr iC S�'S . TA .ha S`IS - UBE mul i r0• .. �.I iLA �tic;zz- I. r 1 = �' ` t� t-�t � � � y .sr --` ' �C CIF s� • 'ira., f2 a t.i 1G (Tyr-.) ._,..—: __�"T .___":. "__-S�AIL.•17 E£TVcc?,. _ r�,... f. ..d -Y-- G f��G� _ li 3:.,I _7j�'`•3�.` "� ,,."�t?s-i Y'i SutNv, lxTVEEN :.,'.-'eI.YIhI'a'l.. f,LA•x-1-1/e S_LF V17uGV FtAh xS 5� t s i,! 6 Y i�13v1 S` Ern Y Yr , r SNST ^ S:iS. r I - r ��-- - - ._. - "TAJ-rt u-51•JS .1. �i ix 'ir2 2Xk•f�J' <<T )t71 t, _ _.. C ��•��' ` XP s CT,oN A °A (�l .. �S t SECTION- sue. 1 X 2 7/16 X 1/9 _ 8 S 1 'X 2 7/1b X 3/E 1 LttS7tLATL;i'A�K R T'JHE t Li7h ` i6G3 S.H. TUBE M,F_tm�. i j �: LLa`7A?��v s t^ C' SH SE-ALAN7 is Tv«i. - LF _. . -JAMB .(TYP.)... - VINMOW itP.Nis] kE X.1 1/2 SE j .? <TYP SO v AYCI"' JAMB <TY?. t Yf t>av TAPPUNG SMS k8 X t/2 SELF ET x 1/2 SELFAaPIf L SMSmac_ 7AP?iI SMS - " .. . - ._ _ _ — Q. E.K L . 3 � ?FFCAST S[a 9Y•0T}lcRS ' Xf AK P-AT SEALANT J ....-SE0..ANT .TVc ViLANT FL!">.JE' S _"...Ni,�( LJ F1-4: S - - -1/2 SELF V' `-- pc X I i t X.P13Gt+ , .. ; NC:�t y'1 .:. A:. .%C. S`IS I - Re .Y — /2 4?PSMG S'S $FC },Oh — Cjr, A—.t A T;Q N C�r-1 X t X '/£ X: x 3/8 - i ' - i i 2 + i-- TuB£ HlLLi_ti - jjoSri 1�cc 6 FLORIDA EXTRUDERS `SAYFOFD, F oR D� rrC_Y ,-. J-- ^r \ i .✓ A FiNU S!All TA�'ING Sr+S I ITITLE: �7 _ �UU: _ 5, = 1 L \Gc \ fN� r T 7 L r V < T z CA_ . I"l LL 1�d T ❑ i�R I Z NTAL S L = �. I -HD` I C } ; - J •C - . S_=L4X .! _V �4� - �l l I •._ICJ ^RE sIS I -' �'L•�`•�� APPROVED P.Y. S EA. . AN T 2 r"T f SE N RVAUESIGNEP �gj;_jjCN (LP=UE< TO !AJV2 'WHERt I lR_- r-N vr4:01W SILL <TYF.� 2 7Uc� E US! TAFP rNG SMS SEL� APPIW: SMS ?LjlRrTE (3F MAS -Y Cr ',.NF ay OTHERS LNSTALLATIGN ANCHU Z11 1 x E X I/C X 2 x vs_. _TUSE KAi lar� 'EX . TERN V.4-L, I- f MEE AL v E ".NT ezrvu fah GES �L- I i T, 13 _Q_�S _FOED -- • A -A NTFL4 UEFS:1 UP 8 X 2/4 �SZLF �LF xlZ74 a. TA. -Mr, SMS ICON4- S PING SMS SJ '"EAD (TV A +CEALTYP.) -CTION --A 2)- L- r-', 7 5ECT 10 N A-A'11) ----- - F L &.1 rac P.DESIGNER MRF.W./DESMIER SILL (TYP) 1 WSIIF.SIL- (TYF) LP. 9c X 2/4 SELF #2 x 314 SELF Ir gs x 3/4 SELF i�gpltG TAPPING SIMS TAPPING SMS I x 2 7/16 x 1 X 2 7/16 X 3/ 2 x 4 x 3/8 TUPE MULLILN TUBE MIJI-LION TuBE .1mLIT", SZAL.4NT —T FLANCES All -A �--tq x SELF #2,Y 3Z4 SELF L77 A lGaa S-H. TAPP!Nlj SMS T OPMIG SMS t�V_Al. tTYR) H�Arj (TYR) SEALANT BETWEEN SIECTIVOIN A -A (.3" 11 S�L-_TiON A -A (-A) X 3/4 Scl wit4" MV FLANGES TA—TNG SMS 1 ING DES iCN;_:R SEALANT fiE_;_t__E'4 SILL — 'I S!i-- \-- <TyP-- HEAD, Tyr:) Ft _VATIC APPING Sms SMS S,-:_-TION A -A (7" ViEw FP-M EXTER'GF x -is x 4 x 1/s 1, / — .1 —1 x A - ___1 - ! r INTERNATIONAL. INC on rrnDtnA FLORIDA PYTRUDERS E F I u Ott rrrLE: AN-;7 S HE E T F P_ L2 r �7 4N; PC�S: TIES D BY: APPROVED BY: ............ iCAL MULLJON TO CCj;NCPE-,;-7 P, JAMS DETAIL 8 R x PUES TO SILL4imZ-7: ! .,;. --O� 116u 'WHERE I O'Nq 2' X 4" TUBE MuLj (TY=-) X,3/ rAPPING CONCRETE OR HASONRI ms TAFFiNG SMS ���ff - , "" i "I - EY OTHER_ 7 , 3 TION ANCI:jlu 3/161 1*' R 7zic TA. -CON' SrR=V ANCHCR TYl=.) I u Z MJLENV �; MULLM, EX rERNAL e-k-LION SEALANT..! rU'VEiW- ONE Y WOOD___- INSTALLATION CLIP wINI)OW FLANGE;1�44 Qm BLCi( Eiy OTHERS �MLLLJ, L "K -FLORIDA B.O.A�F CAL . ie x :3 SE L F MANLpACI' UfER SEALANT BFIrVEEA F 02 Y 3/4 SL� V -BOV FLANGES --TAPPING SMS'. S,. TAPPUN'-� SMS sx icoo L �'KJLLICX iiZAB <TYP,) .8"j' HEAD (I YP-) SEALANT EETVEEN SECT1124" A —A (2)' 6 17 WEN" OV FLANCES SECTION A —A KILLION IOGG P V ID ' ESIGNER P E E S IG N E.F2 S11 - L (TYPT ILL (TYP.) 02 X 314 SELF 40 X SOLF —1000 P.\"./DEs!G'N jAPIFING SMS SILL (TYP.) TAPF;NG SMS 2 7/15- x 3/8 i X Z 7116 X IZE T U BE MULLION TUBE Mu -LION 3/4 SELF NG SN's EAPPI 3/8 /-2 X L SEALANT ]BET"TUBE MULION - �L. A wEND.OW FLANCrs t muLLION LJ SEALANT BETWEEN vlNDQlW FLANGE --ija X �/4 SELF 90 x 2/4 SE I - F - V- - - I - -? z U TAPPliNG.SmS TAPPIN 10,10 H. SHS 14.EAD (TYP.) HEAD (TYP., 11 HCTION A —A —A (4) S ALANT EUVEE :ECTION A WIND V FLANCES & KUP LION' iccQ P.4./cES!GNER AL-NT SUVEEK F SILL , Y�.' COV FLANGE S S"Ll- (TYP.) 11 S�4s X 2/4 SE; X --/4 SE;-'r- 7APPINll sl< ZMS inln�'C S.H. x 1/6 L �l X 4 X 3/E 1 1/4' MIN. E M PF DMEN T rT� Mil -LION ELEVATif-lN ViEV.IEC FROM EXTE^IGR 79 NTERNATIONAL, INC !FLORIDA EXTRUDERS RSANFORD, FLORIDA TITLE: i nr� n n o -N o7 s H F 7 1 F -2 R S3 1j, SmS - BY: 13 Y: MS AFPRO'4ED 7 P DRJOYN n ITP 15(-.AT.F,- r)WG,: 1�) 1 X 2 X 2/2 ii- ETA TUEz- Y_LnJ_IGN CK EY M�_RS CONCRCT;7, i!; fl-ISONRY 114 141N. x SLF #8 x 1/2 SEL� EE ♦ TA, SMS _TA�PIN SkS---- ------- 77771 T t t e VS a4 2y, ATION. N . . . . . . I d-i 44t ft Fi L �-S 4" ONC - i - RE El ESS -TO H CAD LL E::117*%: SEMON j&, :W A x AEP i�� A llx 2 7/1.1 X Aate 7 mg, 11M SA JAME CT'YFJ111 tc-00 SK JAMS (TYP-) I X .7/16 X 1.0 n RjLLr-uN JAMB -j(TY,' 0 L, 100C, JAM-E #e X 112 SELF TAP.TNG sms BlIr" DK TAPCQ4- -s x !/2 SELF eS x 112 SELF TAP-P_T4G i TAPPNG SMS . , AiA T ge _V2 SELr-\ Sc:4LAP� TWEEN VINrMW' 4 2� F_MBcBfcN SEA:_ANT Er-TVC01- TAP Nci SMS SEAl 0.47 EZTWC, V� P; & WL-MV FLANGES VLNMej FLANGES 'qL!LLICN A —A �3, SECTION _U7 x !/2 ScLr TAPFING SMS TAPPING sms HTAIL C digxif b, py P-1.4 _S!:7QTf0N A —A (SI SFECTI-ON—A—A (4) -clizi ABr -Tla,4-! RE 0 U M E A. N S, V1 I x 4 X 1/a rI X 4 X 3/S 0. TUBE M'-- L L i 0 N TUEjE MULLION V1, olap ENTRAL (D i j.p..3 a- IP_) SMS 'TYF,-, E i vicW FROm _XTEFOP S�; S, S.". INTERNATIONAL, INC TLORIDA EXTRUDERS SANFORD, FLORIDA TITLE S: ER _FLAINGIE SHE T 1 OF 2 F c R �s X r7 F -17 APPROVED 13Y: MIAM1•oADE MIAMI-DADE COUNTY. FLORI METRO-DADE FLAGLER 13UILD11 BUILDINC CODE COMPLIANCE OFFI. METRO-DADc FLAGLER i3UILDr 140 wl?s'r FLAGI.CIt s7 zr..Ln', sure: 1c MIAMi, FLOIUDA 33130.1: PRODUCT CONTROL NOTICE Or ACCEPTANCE (305)375-290I FAx(305)37s-2� Premdor Entry Systems c:oNrttAccott 1.1crNstNc start 911 E. Jeferson, P.O. Boa 76 (305)373.2327 FAN(30$)37s Pittsburgh ,KS 66762 co,N•riLk(!rolt t:Nrottrr•.au:N•r moist (305) 375-2966 FAN (305) 373-2 mtouuc: r coN•rttot. uivist (305) 375.2902 FWX (305) 372.4 Your application for Notice of Acceptance (NOA) of Eutergy 6-8 S-W/E Inswing Glazed Double Nv/sidelites Residential Steal Door under Chapter 8 of the Code of Miatni-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 I 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 Flory Building Code. The expense of such testing will be incurred by the manufacturer. -ZI ACCEPTANCE NO.: 01-0314.25 EXPIRES: 04/02/2006 Riw tcoartguez Chief Product Control Division THIS 1S THE_ COVERSHEET, SEE ADDITIONAL PAGES FOR sm-nF1C AND GENER'\L CONDITIONS BUILDING CODE R PRODUCT REVIEW COIMITTEE This application for Product Approval has been reviewed by (lie BCCO and approved by the Buildi Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions forth above. A P P RO V'E D: 06/05/200 i Francisco 1. Quintana, R.A. Director Miami -Dade County Building Code Compliance 01.11c Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED JUN 0 5 2001 EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE: SPL'CIFIC CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 00-0321.27 which was issued on April 28, 2000 approves a residential insulated door, as described in Section 2 of this Notice of Accepta designed to comply- with. the South Florida Building Code (SFBC), 1994.Edition for Miami-[ County, for.the locations where the pressure requirements, as determined by SFBC Chapter 23 not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series Entergy 6-8 S-W/E Inswing GIazcd Double Residential insulated Steel Doors , Sidelites- and its components shall. be constructed in strict compliance with the folio% documents: Drawing No 31-1028-EW-I, Sheets i through 6 of 6, titled "Premdor (Entergy Br. Double Door with Sidelites in Wood Frames with Bumper Threshold (Inswing)," preparec 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 approval. 3.2 Unit shall be installed only at locations protected by a canopy or overhang such that the angle between the edge of canopy or overhang to sill is'lcss than 45 degrees. Unless unit is installed.ir non -habitable areas where the unit and the area arc dcsi;ncd to accept water infiltration. 4. INSTALLATION 4.1 The residential insulated steel door and its components shill be installed in strict compliance wit the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will require a hurri, protection system. S. 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.REQUIREINIENTS 6.1 Application for building per shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1 2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installatio 6.1..3 Any other documents required by the Building Official or the South Florida Building Co. (SFBC) in order to properly evaluate the install ion of this system. Manu 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 t. Renewal of this Acceptance (approval) shall be considered after a renewal application has been fi and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if a. There has been a change in the South Florida Building Code affecting the evaluation of product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptar including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initi, submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the proddct or process shall automatically be cause for tcmlination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. - Misuse of this Acceptance 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 nlay be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed-, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all tine. The engineer needs not reseal the copies. S. Failure to comply with any section of this Acceptance shall be cause for tcmlination and removal Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF T11IS ACCEIP'ANCE Manu Perez, P.E., Product Con scam Produ 'ntrol Division Glazed Units 6'8" Height — Inswing X 2.0„ COP-WL-MA0141-02 02-0419,08 (Application Filed) 52.0 '.., NO TV 2'8" 2'10" 3'0" 3'6" Not Listed Not Listed — — 2'8" + 1'0" 02-0419.08 COP-WL-MA0143-02 (Application Filed) 52.0 NO 2'8" + 1'2" 2'10" + 1'0" 210" + 1'2" TO" + 1'0" TO" + 1'2" X0, OX, OXO I 1'0" + 2'8" + 1'0" COP-WL-MA0144-02 02-0419.08 (Application Filed) 52.0 I NO i 1 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 1'2" ; 1'0" + 2'8" + 1'D" i'C" - TO" + 1'0" 1'2" + 2'10" + 1'2" 17' + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 210" + 2'10" + 2'10" 37 + TO" + TO" XX, OXXO 2'8" + 2'8" COP-WL-MA0142-02 02-0419.08 (Application Filed) 52.0 1 NO I ; 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" l 2'6" + TV + 2'6" + 2'6" COP-WL-MA0145-02 02-0419.08 (Application Filed) 52.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" TO" + 37 + TO" + TO" Notes: 1. Door arrangements using fewer panels than what is shown in the above Chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instruclions are available from the Masonite International website (www. mason ite. 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_ b. Masonite International structural, cyclic, air, water, forced entry/or impact testing Is done in accordance with Miami -Dade BCCO protocol PA201, ' 2C2 & PAK . 0 ak aff 4 EEC" I OEXC1.A(N kN1 KY DOOR C Winn-i .,✓W FM jl. En" 0— A0,129, 1002 Out c00mul.^.0 Onpram 01 pra.utr 11110N.-MICn1 m2tts sWificaliws, despn and O'oduct de'd -wiq CA ID c wve W;Ow nc1im. " Ow• Y Ds"r, Masonite International Corporation bPVL-MA01.Q0-02 r FIBERGLASS DOORS Glazed Units 6'8" Height — Outswing TV TV 02-0418.03 X 2'8" COP-WL•MA0161-02 (Application Filed) 55.0 Pic 2'10" 3'0". 3'6" Not Listed Not Listed I2'8" + 17 210' + 1'0" I 2'10" + 1'2" 3'0" + 17' COP-WL-MA0163-02 02-0418.03 (Application Filed) 55.0 NO X0, OX, OXO i 1 l 1'0" + 2'8" + 1'O" COP-WL-MA0164-02 02-0418.03 (Applicalion Filed) 55.0 NO , t , "IT + 2'10" + 1'0" 17' + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 1'2" + 2'10" + 1'2" 1'2" + TO' + 17' 2'6'7 r TV + 2'6" j 2.8" + 78" + 7E'* 2:1C' +2'10'+2'1V i 3'0" + TO" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0162-02 02-0418.03 (Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" TO" + TO" TV + 2'8" + 2'6" + 2'6" COP-WL-MA0165-02 02-0418.03 (Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" +2'10" + 210" + 2'10" 3'0" + TO" + 3'0" + 3'0" NotC�: 1. Cccr a,ringernents using fewer panels than wha! is shoa:n In the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite Warnstional website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design 6 geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done In accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. C��tft ARTF_ •, er " 1 11..-r-1 :� F. ,\-IkY 1100A.5 e"h Ck-. A*u Y;. M02 OY' er�UnY=1p p.oqum of poem a,mwemeat makes speeifiCefions. aesipn Wo prvdun Masonite International C o r p O r a t i o r. dr4A ;C".itC1 to ajnye witnad roitm Glazed Units MP'ML•MA01.00.02 a . FIBERGLASS DOORS 8'0" Height — Inswing X 1 I j X3. OX, ,,,;() 2'0" COP-WL-MA0146-02 02-0423.01 (Application Filed) 40.0 NO 2'6" 2'8" 2 10 3'0" 3'6' Not Listed 1 1 1 2'8" + 1'0" 2'8" + 1'2" 2'10" + 1'0" 2'10" + 17' COP-WL-MA0148-02 3'0" + 1'0" Not Listed 02-0423.01 (Application Filed) — 40.0 — NO + 1'0" COP-WL-MA0149-02 02.0423.01 (Application Filed) 40-0 NO �`1u +210 +10 i� 1'2 + 2'8" + 17• 1'0" + 2'8" + 1'0" — 1'0" + 3'0" + VV 1'2" +2'10" + 1'2" 1'2" + 3'0" + 17 2'6" + 2'6" + 2'6" 2'e" + 2'8" + 2'8" 2'10" + 210" + 2'10" 3'0" + 3'0" + 3'0" i XX, OXXO 2,8" + 2:8„ COP-WL-MA0147-02 02-0423.01 (Application Filed) 40.0 NO 2'8:' + 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" + 2'8" 2'10" + 2'10" + 2'10" + 2'10' 3'0" + 10" + 3'0" + 3'0" ;Votes: 1. Door arrangements using fewer panels thar. what is shown in the above chart also comply under the product approvals shown. 2. Assembly detai!s are available from, the Masonite International website (www.masonite.com) or from the technical center. 3. lrsla"ation ins!rt!dio ,s are available from the N.asonite Internaticnal website (www.masonile.com) or from the technical center. a. Actual c-,sign pressure requirement for a spacitic cui►d!ng design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local buileing codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or Impact testing is done In accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. O akcraff �br ❑ Masonite International Corporation PMTEK" 1Iu ..1-55 fN'1'MY 0WA N"".T..i...If—' "r::%"Ow f I v C2" Gcxtla:-I,✓K ye; an or woe"a IrcpromneM iu,es sue:ai.:,;�,•s, Crsge ::J a>:.cl Glazed Units _1 COP=WL-MA0100-02 ' FIBERGLASS DOORS 8'0" Height — Outswing COP-WL-MA0166-02 02-0423.03 (Application Filed) t•, 47.0 1. •1 NO 1' X !ggugg� 1 2'0" 2'6" 2'8" 2'10" 3'0" 3'6" 2'8" + 1'0" Not Listed ft 1 1 COP-WL-MA0168-02 Not Listed �1 02-0423.03 (Application Filed) — — (• 1 1 47.0 NO 2'8" + 1'2" 2'10" + 17 2'10" + 1'2" 3'0" + 1'0" 3'0" + 17 X0, OX, OXO 1'0" + 2'8" + 1'0" COP-WL-MA0169-02 02-0423.03 (Application Filed) 47.0 NO 1'0" + 2'10" + 17 1'2" + 2'8" + 122" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 17 1'2" + 2'10" + 17' 17 + 3'0" + 17' 2'6" + 2'6" + TV 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-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 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 37 + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade 8CCO protocol PA201, PA202 & PA203. Oak raft M EK" FIJI I.NC..ASS F.N"I.Y DOORS faon�T cwrW ELwN"ErwE Oxon April 29. 20g2 Our cone—inp program of product imdrovcm"I makes specilicallons, design and product detail SuDita 10 change without notice. ESE-,, E.clufrvelE tram /L�, r /BUY+ v���i✓��i.' � , �� � Masonite International Corporation FIBERGLASS DOORS Opaque Units COP-WL-MA0101-02 01-1031.01 6'8" Height 76.0 — Inswing NO Arrangement X Singl6s�(wldlh) 2'0" 2'6" 2'8" 2'10" 3'0" 3'6" 2'8" + 1'0" Not Listed Not Listed — — SEEM C= 02-0109.10 COP-WL-MA0103-02 (Application Filed) 55.0 NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 17 3'0" + 1'0" 3'0" + 1'2" X0, OX, OXO 1'0" + 2'8" + 17 COP-WL-MA0104-02 02-0109.10 (Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 1'2" + 2'10" + 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" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0105-02 02-0109.10 (Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 210" + 2'10" 3'0" + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. Oakcraff �.1. 1'c c.l r,)OO ARTEW E.<lu rely ,rom „ F,M,:N r'..55 EW. N S N T E—g—En" 0 . ❑ m or. oeo.. Apia 29. 2002 Ou: co",m ,np pmOnm of wodua D,vent moues fpeCiIkA "t, oes.an ,"o p.00m Masonite I n t e r n a t i o n a I C o r p o r a U o n 011111 5"0,et, 10 ou'v wdhow n.Kt Opaque Units FIBERGLASS DOORS 6'8" Height — Outswing X ,•NuIllipja 2'0" 2'6" 2'8" COP-WL-MA0121-02 2'10" 3'0" 01-1031.02 76.0 NO 3'6" Not Listed 2'8" + 1'0" 2'8" + 1'2" 2'10" + 17 2'10" + 1'2" COP-WL-MA0123-02 3'0" + 1'0" 3'0" + 1'2" Not Listed 02-0109.09 (Application Filed) — 55.0 — NO X0.OX, OXO 1'0" + 2'8" + 1'0" COP-WL-MA0124-02 02-0109.09 (Application Fled) 55.0 NO 17 + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" IV' + 3'0" + 17 1'2" + 2'10" + 17 1'2" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" 07 + 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" + TV + 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. O akcxaff AR EK' w...e.Kr.i" Te en 1�f HN .NG,.ASS ENTRY•DOORS Non.ao"W EA••N" E""1 Doe.+ Agri 29. 2002 Our commuin0 Prod— Ot OroduEt irnoro em makes Soecdiications. design and arodo[t and Sualect 10 [nanoe without notice. //�a//�������� // E•rlu.vely Irom m d"� a Oee Masonite International Corporation FIBERGLASS DOORS Opaque Units , I � I 2'0" 2'6" 2'8" COP-WL-MA0106-02 2' 10" 3'0" 8'0" Height — Inswing rl' � 02-0109.08 (Application Filed) �• 1 70.0 1. 1 NO 1'WON X 3'6" Not Listed Not Listed rl' 02-0109.08 (Application Filed) — — �• 1 1 1 55.0 NO X0, OX, OXO 2'8" + 1'0" 1 I COP-WL-MA0108-02 2'8" + 17 2'10" + 1'0" 2'10" + 17' 3'0" + 1'0" 3'0" + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0109-02 02-0109.08 (Application Fled) 55.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 1.2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 'IT + 2'10" + 1'2" 1'2" + TO" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" TO" + 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" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + TO" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads far 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 6CCO protocol PA201, PA202 & PA203. Oak raff AR EK'" 'rc a-75 FI M I: KC 1. A is FN'1'XY 110oKs Non-T..— fOw�Yra Entry Ooo.r Hord 29, 2002 Our Conjmumg program o1 produ[t onorovement makes SMilifatans. des-g" and oroduCl dead subject to change without notice. /��C,, (•rlui.vely I.un JL�, TAUYI Van �r.�� ✓r.. ❑ / /l m m oua lll///llliii Masonite International Corporation FIBERGLASS DOORS Opaque Units 8'0" Height — Outswing 1 1 1 I �I t �• I 1 •, 2'0" 2'6" 02-0109.07 X 2'8" COP-WL-MA0126-02 (Application Filed) 70.0 NO 2'10" 3'0" — TV Not Listed Not Listed — 1' 1 1 I �1 �•1 1 1 2'8" + 1'0" 2'8" + 17 2'10" + 1'0" 02-0109.07 2'10" + 17 COP-WL-MA0128-02 (Application Filed) 55.0 NO 37 + 1'0" 3'0" + 1'2" 17 + 2'8" + 17 1'0" + 2'10" + 1'0" X0, OX, OXO 17 + 2'8" + 17' 1'0" + 2'8" + 1'0" 1'0" + 37 + 1'0" 02-0109.07 1'2" + 2'10" + 17' COP-WL-MA0129-02 (Application Filed) 55.0 NO 1'2" + 3'0" + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" 2'8" + 2'8" 2'8" + 2'8" 02-0109.07 2'10"+2'10" COP-WL-MA0127-02 (Application Filed) 55.0 NO 3'0" + 3'0" XX, OXXO 2'6" + 2'8" + TV + 2'6" 2'8" + 2'8" + 2'8" + 2'8" 02-0109.07 2'10" + 2'10" + 2'10" + 2'10" COP-WL-MA0130-02 (Application Filed) 55.0 NO 3'0" + 3'0" + 3'0" + 37 Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade 8CC0 protocol PA201, PA202 & PA203. 0 Oak r1 caftv,l ..I' AR 1 EK" E.cl".ively I,om flHl:lEC;1 ASS VN"1'NY nOONS Aped 29. 2002 Owcomwmop,opnmofwoawi�pry Non-T .a.W F4e.Nu E.-0— ,.tmA.specaipw,.desion "aploa"a Masonite International Corporation de'd supjNl to Uonpe wAh.N notice. X 1 �41t 1 Unit SINGLE DOOR 6• TYP. TYP. 61" UNIT 8'0" UNIT 13-15/16' 17-1/8' MAXIMUM ON CENTER TYP. • 6 per vertical framing member • 2 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. • Width of door unit plus 1/2" • Height of door unit plus 1/4" r r Latching Hardware: • Compliance requires that GRADE 3 or better (ANSVBHMA At 56.2) cylindrical and deadlock hardware be installed. • UNITS COVERED BY COP DOCUMENT 3146 or 3166 Compliance requires that 8" GRADE 1 (ANSI/BHMA At 56.16) 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 N8 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF 8 PA NOS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment_ The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. E.<rusrerr roT }- o..,.r, d••.. n-np Masonite International Corporation ou,r1com,numq onuq program of modun rmdrdvemMl makes spetihCalgns. desgn and drodua doad SuDIM ro mange wahout noliCe. XOoroX rtll t Unit SINGLE DOOR WITH 1 SIDELITE 3- 6' 6' CL TYP. TYP. TYP. TYP. TYP. ""UNIT 8V UNIT 13-15/16" 17-1/8' MAXIMUM ON CENTER TYP. • 6 per vertical framing member • 7 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. • Width of door unit plus 1/2" • Height of door unit plus 1/4" I t t f .♦ t I 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 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. Apal29 2002 Masonite International Corporation Uw w piW�ll .n:;i•a'.a+nl'm mJke1 SnCCI•c�INnz. oesvn anc rxoa Gelid suoiea io cn3n0e wanow nonce. OXO Unit MID 1NL�MA0004 :;02 SINGLE DOOR WITH 2 SI®ELITES s' 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. 'T T Il I 1 • Width of door unit plus 1/2" • Height of door unit plus 1/4" t t t t t T T T T T y Latching Hardware: • Compliance requires that GRADE 3 or better (ANSUBHMA A156.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include #8 and #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 EICO Dade Country approvals respectively. each with minimum 1-1/4" embedment. 3. Wood bucks by others. must be anchored properly to transfer loads to the structure. to f •<luf�vely f�••" April 29 2002 Masonite International Corporation Ow UI IH011- :••UVC0�Cn1 nIIL.C1 SI�CC�I�t�l•Ui�'. 0-0� a"C 01.0.11 011J.1 501CO1 "I'luC w11110U1 .0c, r"- • - OXX® Unit ' DOUBLE DOOR WITH 2 SIDELITES 6- 3 6. CL TYP• TYP. TYP. TYP. t a s a t, ♦ ♦♦ l♦ ♦ 6' TYP. U' UNIT 8'0' UNIT -15/16' 17-1/8' MAXIMUM ON CENTER TYP. �l ll 11 1 I filll 1 lfill l l� ,p I I I 1 1• 11 • 6 per vertical framing member • Width of door unit plus 1/2" • 16 per horizontal framing member • Height of door unit plus 1/4" Hinge and strike plates require two 2-1/2" long screws per location. Latching Hardware: • Compliance requires that GRADE 3 or better (ANSUBHMA At 56.2) cylindrical and deadlock hardware be installed. • UNITS COVERED BY COP DOCUMENT 3147 or 3167 Compliance requires that 8" GRADE 1 (ANSI/BHMA A156.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include #8 and #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.<lufr<, Iron April 29. 2002 Masonite International Corporation Uur Conlinyna pr0agm 01 arOdon wnarO+Cmear mutes SDfG1q]rionS. deSvan ma aramn derad wWCCI 10 cnanQe wdnaul Wwe X/ Glazed Inswing Unit APPROVED ARRANGEMENT: r Oi O' COPWL,MA0Ml�142=02 b Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Double Door Maximum unit size = 6'0" x 6'8" Design Pressure +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: � °, 00 00 as 00 00 O00 00 100 Series 133, 135 Series 136 Series 822 Series 1/2 GLASS: 00 00 00 00 00 00 105 Series 106, 160 Series' 129 Series' 12 R/L, 23 R/L, 24 R/L 107 Series' 108 Series 304 Series Series' -This glass kit may also oe useo in the following door style: Eyebrow 5-panel with scroll. Oak raft AF' 0 EK" FIUI:RO LASS l:N-1 K1' UOONS Wn-T .e„.e F;e..Nofwrpoon April29,2002 Masonite International Corporation Our contlnumg grogram ul drodutl a 3,0V went mates sdeCd,Calgns. OeS�Qn and drodutl dela4 suotea 10 Change wdhWt nDKe XX .COP=WLsMA0142=02 A.r Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 404 Series 410 Series 109 Series 114.120, 122 152 Series 149 Series 300 Series Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, 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). P� ' / &af�5 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak T E r� T. raft ,1 AR I�rUINf:�I \n.11LN i'N 1';I)f, lf)N-� rJon-Ti.u.red fa,.rp,u Envr Ooo., April 29. 2002 Our conunu,no prooram of product ✓npfovemenl makes specifications. despn and product detail S011ct to cnznoe witnoul `OKe' [a<Iut�+<te rru,i� Masonite International Corporation XO or OX Glazed Inswing Unit APPROVED ARRANGEMENT: to COP=INL MA0143=02m= 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 = 6T x 61" Design Pressure +52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements 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-MA0003-02 or MAD-WL-MA0006-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0003-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 00 °� 00 00 00 D00 00 100 Series 133, 135 Series 136 Series 822 Series 1/2 GLASS: o a o0 oa n O0 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 kd may also be used in the following door style: Eyebtow 5-panel with scroll. Oak raff ,A1: 0 EK' f.(Iuaralp I,om VIl1t:Nlol, — LN I'I<l' 0111-.1 —7..4,..J r.,..rau E,.., 0—n PREMr OVZ: .11,be, �, April 29. 2002 Masonite International Corporation 0.1 com, u,.; , Wan, of nloaucl .nlo—emcnl manes SD¢CA�UI�OnS. 0¢S pn a,W ✓.oruC1 Oe1J�l 1u41¢cl lc cad-Q¢ wilrloW n01- XO or OX Glazed Inswing Unit . a.I COP"W ii 141AI LL' APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: a on o0 404 Series 410 Series 109 Series 114. 120. 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: 0 � 0 129 Series 200 Series 12R, 12L, 23R. 23L, 450 Series 152 Series 149 Series 109 Series 120, 122 Series 300 Series 24R, 24L Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, 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,, r, AR 4 EK'' 1 IIII—l.:\.<., Lv"EHl'`I)1 �1]N1 N Te. Fb t.. E.—y 0.1 April 29, 2002 Our Cdn ,1n Q program of plodutt ,mpro MW makes spttiGtalions. design and Qroduct dcW s:ORp to mange wnnout M.0 _ E.<lu��.��y I•u�� Masonite International Corporation OX® Glazed Inswing Unit APPROVED ARRANGEMENT: s° ° f•_ ° COP=WL'MA014402 " $: Note: Units of other sizes are covered by this report as long as the panels used do not exceed 37 x 6'8 Single Door with 2 Sidelites Maximum unit size = 9'0" x ST 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 O0� 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: n o uu HH ri 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 ,ra AIR k E�C'� w .....1. .. ��o 'I cxrur<fJ I IU -GLASS LN'1'NlJuOURti Doors L PRC,' ❑ / �. April29.2002 Masonite International Corporation Ow [om.nQ woglam of Olooua imore,ement mates s9e 1{Qlm s. ae tin ana oroduel oelaa s0,ecl IO Ou.ge wnhow notice. • •COP=WLMA014402 , Glazed Inswing Unit - APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: ,a a no an 404 Series 410 Series 109 Series 114, 120, 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: 129 Series 200 Series 12R, 12L, 23R, 23L, 450 Series 152 Series 149 Series 109 Series 120, 122 Series 300 Series 24R, 24L Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, 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 Masonite International Corporation A EEC" t IULKGLASS LN'I Rl IJ00— FamT.axeE F-,.0 Em Door April29.2002 Ow continuing oroeram of olodud enorovement makes specilicalgns, design and orodun detail Subject to Cnanye witnoW ='Ce. OXXO Glazed Inswing Unit APPROVED ARRANGEMENT: *'2 l O O �`° COP WL� MA0145 02 4 40 Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Double Door with 2 Sidelites Maximum unit size = 12'0" x 6'8" Design Pressure +52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national, stale 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: a 0 a a0 0 00 00 00 100 Series 133.135 Series 136 Series 822 Series 1/2 GLASS: n a UU dU a 00 00 00 00 00 00 105 Series 106. 160 Series' 129 Series' 12 A/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. 0akgraffd A k E�C'M 1 r<ryt PtlleliCL ASS LNrer 000HS Non4uwM Fa,errpv Env, Dow. PRFMrvsn� A April 29.2002 Masonite International Corporation Our commwno o,00ram of p.odun im0,oeement makes sONd,t]Irons, dez,on and o.od.ct dell., lo,10 to ctunoe w,teout nonce. OXX0 Glazed Inswing Unit ����COP�WLMA01�45,p02}� ��' 1 APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: a as on 404 Series 410 Series 1o9 Series 114, 120. 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: y. a a a o 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 AR O EK'" Virl mLI'S LN1—T..w..e r—g—E—y 13w April 29.2002 our contmump otogram of OroOua anorovement makes soecftarons. Acsipn ano otoouct oetad suoiect to cNnge wnnout notice. E �rlu.ively Irem Masonite International corporation XX Glazed Inswing Unit APPROVED ARRANGEMENT. COP=WL MAt ! 02e ¢-� 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 87 Design Pressure +40.0/-40.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national. 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: 111111 as as 822 Series 1/2 GLASS: El 108 series Oak raft ® a_ Won A.•uln l'<nrur<.1 FIBERGLASS r:M -rns' UUURN Mon-T.—F 0..f—, 0— April 29. 2002 Masonite International Corporation ou, conbn,ne -pram of oroducl improvement makes Speoiliulions. desryan n d p,oduol dead suoiecl m cnanpe wnnom note. 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). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR EW E........I, Irnm W nnallr� n rc�lur<�1 W.T.—,"Ep Aa Env, Door. 0� roe April 29,2002 Masonite International Corporation Our C0nlinumg program 0f pr0&a m10,0vement makes SDKiliC]IionS. Oesign aM prOUuCI gelail Su01eCl 10 CNnge wiln0ul nol.Ce XO or OX Glazed Inswing Unit APPROVED ARRANGEMENT: ;COP=WL MA0148 02 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 = 6W x 8'0" Design Pressure +40.0/-40.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0003-02 or MAD-WL-MA0006-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0003-02. APPROVED DOOR STYLES: 1/4 GLASS: DID an 00 822 Series 1/2 GLASS: 0 00 404 Series 108 Series Oak raft AR k EEC'. f.r,�•..� . �T �....., .. ,. , ., rnu;wr.r n< e�rer a Ap, 29.2002 .� o.• roe Masonite International Corporation Om cononwoo pro0,am of D,oOu[i in+nrovcmern makes soca,rca,a"S. OCS�4n a�a Madu[, uc,.�i sooica m mange wnnom no,,cc. XO or OX Glazed Inswing Unit APPROVED DOOR STYLES: FULL GLASS: 810 Series APPROVED SIDELITE STYLES: 1 COP1WLIVIA01148'02t;���Yp ,�:_ :,_, �, • e lk 1 0 - 300 Series 1_uz 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). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft _ •A I'c cA V1HLRr:I.ASS LN'FRY `I OOKS Non-T..o.M F-.V.a Ewr Doors April 29. 2002 Our Cont,r i g 9r0 r3rn N produn improvtmenl m2kes sprtAiolipnz. design apd prod.d detdd sub'1010 CN.QO wnnouf note. n O�• Masonite International Corporation • • COP=WLIIIIA0149�02�4: Glazed Inswing Unit FIBERGLASSDOOR APPROVED ,.., s i?. O Q Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Single Door with 2 Sidelites Maximum unit size = 97 x 8'0" Design Pressure +40.0/-40.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0004-02 or MAD-WL-MA0007-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0004-02. APPROVED DOOR STYLES: 114 GLASS: 00 00 822 Series 1/2 GLASS: Oak raft _ ,a- r. �I I�IV 1: N(:LAII L^�'1'N 1'`U11f1N.Y rbn.T�.wrea Fa...ry a. E.w.T Doan April 29. 2002 Our COmnlume-pn glam al P,000 I mlptovemenl makes Wec.11.1 Ohs. acsgn ant! product delay subien 10 change WOW col-ce. - 108 Series r IIUY, van �(.��r✓rni. Q d nnasonite International Corporation OXO Glazed Inswing Unit APPROVED DOOR STYLES: FULL GLASS: sW a; T 810 Series APPROVED SIDELITE STYLES: F 'COP WLIVIA0149R02� F. e,III �, Y. 300 series 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). / &EX�5 , "- ' State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft A11FCk EKC wno:l- rrrn l'<Rrur<d H OLKci E.nss LN"rKl' 000xs tagn-Teraren Eie. Enrrry0— April 29. 2002 Our continuing program of product impruvemenl makes Specilicalions. design and product detail Subject to change .000 notice. E Delusive lY Irum m 0. vpe Masonite International Corporation OXXO Glazed Inswing Unit .8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: �V . Z, O O �r Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door with 2 Sidelites Maximum unit size =12'0" x 8+0" Design Pressure +40.0/-40.0 Limited water unless special threshold design is used. • Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location Is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0005-02 or MAD-WL-MA0008-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0005-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: no 0o 822 Series a a nn 404 Series 108 Series Oak raft AR O EK " E,o•,;..Ir I, o,n VIHERCLANS LN rMI 00—S Wn-l:.o,ne ra»<a,.0 Envr Dow, ❑ .n o,,.�nr o••„ April 29, 2002 om Cohn-hmng o�oann, a1 o,odm �mo,o<anem maul sott+ecal,oh,. design and prod.a M a s o n i t e International Corporation deu., sublea to change wilhW hole. OXX0 Glazed Inswing Unit r 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 1�, t 810 Series 300 Series APPROVED SIDELITE STYLES: a {®R., 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 raft -1 AR EK" E. <IE Iru •••1i- � •I H"LN(;LA%S LNI'Ny 011—S —T--d Ebjr E—y D. ❑ April 29. 2002 our toms..- program o1 propun nnp�ovemml makes sadly l.nS. ae4po and proouc, Masonite International Corporation ocuii'.b" lW [nano' w0.0 n."ce XX Glazed Outswing Unit APPROVED ARRANGEMENT: 0 p >4.+ i� Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" is 6'8". Double Door Maximum unit size = 6'0" x 6'8" Design Pressure +55.0/-55.0 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, 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 112 GLASS: 0 ❑ M M ❑ ° 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 O akcraff ...I a 1. "! 'l)()()H\ R l K" f.<lu ely Iro m N Te.oweO f-0eraiav Envy Door. Q April 29. 2002 O,r coni-,no Orognm of OrOdua mo—emenf makes sdecaKji*ns. design and grnduel Masonite International Corporation dela�l "Oil. to mange wnn0ul M.- - XX Glazed Outswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: an as - 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, 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, raff AR I EK'" FIULN(;L.\11 LN'I'Nl',UU—S Non-T .w•eE rn.rr.0 E.,, Do.•r ❑ April 29. 2002 Out conunumov o orooram or oroouo unoremem makes soeeificatlons, design and 0,0duQ M a s o n i t e International Corporation de., WNW to cNnQ' ".now n01" 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: MM 00 0o 822 Series 1/2 GLASS: 00 404 Series Oak raft _ AR � EW FIBERGLASS LN'I KY DOOKS NorvT..un.E fge.r... Envy Doon April 29. 2002 0., plo9Um of p,Wd 0 n.p.ovemCm makes and 01.6KI dcUd 1.4M11 Ip CN.Q, WiIIWW nd- _ 108 Series [•<IK..vely I.om El Masonite International Corporation 3 (5) INIER4EDUTSIRES FOTt i6' WIDE DOOR. ATTACHED W/ TOG-L-LOG (TOP & 80nn AND URETIWLE ADNESNE (/LONG CENTER) �\'III III\ \\,IIIIII\\� 2 REVISIONS DATE: ECN NO. APPVD: I DESCRIPTION 11/00 - MWW 1 OTY (1) WAS (2) FOR TRACK BOLT —20 G MIN. ENO STILES ATTACHED TO DOOR SKIN WITH PATENTED TOO-L-LOC SYSTEM (TOP. BOTTOM & CENTER). NEW b" HORIZONTAL TRAGIC SUPPORT DOOR INSTALLER (TO s IJ G GALA. STEELFLACWOOD BRACKET. WITH (3) 16-xl 5 TO 1VOOD JAMB WITH (J) 5/IB'xl-S/8" WOOD TAG SCREWS. LISTED HDm- DOUBLE LOW HEADROOM IS AVNIABIE AS AN OPTION ¢ BOOR VIEW 'Cl 3X HE7G/R i." 2- CN.V. STEEL TRACK. g LAIN. THICKNESS: (BOTH SIDES) ■ Z" a -0 118 ■ -� PSIDES) I OR TYP, 2-1/2'.12 TRIG( 1111pG GALV. STEEL TRAP( BRACKET. POINT LDCK9/G • � � (4) TRACK BRACKETS PER SIDE. TY O LHR TOP BRACKET REPORT#9606C C J' x 20 G U-BARS. U-BARS W A 2-1-2-1 IDW NFAtYNxw aPTxfl. PATTERN (I.E TWO U-BARS' ON BOTTOM SECTION. ONE U-BNLS ON NEAT - T�l�f� SECTION, ETC.) /i{x5/a' SHEEP METAL SCREWS LOGiION OF OPf10NAL VIXIS10 A OPITWUL OUTSIDE KEYED LOCH POSITION MAX. DOOR WIDTH - 16'-W O O INSID�NATIONS - I/{'v]/!• SELF TAPPING SCREWWS. 14 G END WADES lA G INTFRMfOMIE HINGE NOTE I. FRONT FRAME WITH U.V. 1 2 aJ VG SCREA'S ON 19 CENTERS. I O.D. WN. VIEW V•- C. ODORS VP TO 7'-0' HK.FI CONSIST OF ((!) SECTIONS ((SHOWN). WASHER REQUIRED. LAG SCREWS MAY BE COUNTERSUNK DOORS OVER 7'-0" NIGH Cg151ST of (s) SECLIONS (FkIT 5110WT/). COATING ON OUTSIDE SURFACE (BUT HOT REAMED) r0 IMONDE A FLUSH MOUNTING - STOP MOULDING BY BOOR INSTALLER (TO SUIT) SUI6ACE HORIZONTAL JAMBS DO HOT TRANSFER LOAD. 10 G MIN. GALA. STEEL END STILE 2,6 YELOW PINE JAMB y 2. TM OPfIONJ 10 SCREW ... 20 G GALV. STEEL INTER. STILE p I 1/9 AC GLASS L11E H�� U MOLDED INSIDE SECTION R-B 25 G YIN. STEEL lPE RETAINER /ex3/t' PAN HEAD SCREW VERTICAL JAMS ATTACHMENT (C- 12 G GALA. STEEL iP.WCK SKIN COAiTD WITH G-w LAIN. aRACKETS 210 xE71� `TCREW WOWLAG JAMEI GALVANIZING. BALED -ON PRIMER. (10 SCREWS PER 11IE) J 8 xt SLEEVE ANCHORS ON xi CENTERS (C-90 N1If1 ONE s PER TRUCK BRACKET. AM A BAITED-pl POLYESTER ) OR 24' CEMETS (i.000 P9 YW, CONCRETE) Alit TOP COAT APPLIED TO BOTH - SNAP UTCM ENGAGES 1/{'.t' TAPCON SCREWS ON IT-1/2' CENTERS (2.000 7/18' I.D. ROUND PUSHN T SIDES OF STEEL SKIN. 12 G GALV. STEEL TOP ONTO vFJT11GA1. ilUC1(. P9 41N. CONCRETi). WASHERS INCLUDED WITH FASRE/FR (ONE PER ROLLER) ROLLER BRACKET. EACH ONE SW LATCH ON SKEAN ANCHORS' 1" 0.0. MIN. WARIER REWIRED 2" 4.LV. STEEL IlUcl( FASlII7ED TO I! G GALA. STEEL RIX1ER gNGE$ FAST�NEpOATO SNTFR. Sru cS W i BRACKET ATTMJRED W/(4) EJGH SIDE OF DOOR. 1MIH TAKONs. ANCHORS WY BE COUNTERSUNK 12 G GALA. STEEL TRACK BRN]fEIS. FASTENED TO ENO TITLES EACH w/(♦) �14r5/a' SHEET YETN. SGRENS. 114.5/8' SHEET METH. INS' STILE (BUT HOOTTING AEWF/�)N Wz JAN85 W Nor TRICK ATTACHED TO EACH BRACKET /I14u'//8" S4W METAL SCREWS NID SHIP LAP JOINTS. SCREWS. MOUMOUNTING LOAD. WITH ONE I/4".S/9' BOLT & NUT (!) IJ4'xJ/! SELF TAPPING SCREWS PER END HINGE OR TWO 1/4" OU. RIVETS. OUTSIDE KEYED . 14 G GALV. STEEL NAl10lE END END 2" DLA SHORT STEM, 10 BALL STEEL ROVER. ENO HINGE. EACH STILE JAYS CONFICIIRATIOH MARK WESTERFIELD. P.E. FASTENED TO ENO INTER. PREPARATION OF JAMBS BY OTHERS. SECTION/ C-C FLORIDA P.E. 1" 95 SSH S W/( 11.5/8' INSIDE HANDLE STILEPREPARATION CA iO1XN F.E. /2W2 3' TALL U-0AR & (4) IN/E44'0/4' SELF 20 G CALV. STEEL OUTSIDE KEYED LOCK LOCK BAR MAN YOU) STRENGTH: 50 K51 TAPPING SCREWS. stew ur('JI LaGx OPTIDFL TRACK W DESIGN LOADS: +24.0 PSF & -24.5 PSF OUTSIDE TRACI(� NOTE THE OFSM,N OF THE SUPPORTING STRUCTURAL ELFMENR 11.WOLE EI � RECORD'HALL �� TMRESPON� �aF��mor psTw OF TEST LOADS: +36.0 PSF & -37.0 PSF 1 J" TNL x 20 G GALA. STEEL U-BARS ENO SLIDE BOLT WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON I-7/E•ACCORDANCE W A 2-1-2 SE PATTERN (LE. TWO U-BARS mlE LOCK ENGAGES THIS DRAWING. -.w A srAL LDieassl. PART NO.: - . r ON BOTTOM SECTON. ONE U-BAR ON NEAR INTO VERTIC,,L 1 SECTION/ ETC.). EACH U-BAR ATTACHED RRACK. ONE NOTICE UOlea. Slated Oth.rWix. 312 Wdlmt A SLA. 16M A YaTH 1 {'x] 4" SELF TAPPING SCREWS LOCK ON C.nrq.nlgl/Proplrtary inlemwgan PER STILE LOCATION. EACH SIDE of CIAPAY BUed11G PROOUM; Oo. TOLERANCES an IDEAL Cincinnati, OH 45202 OF DOOR. W Scnbn.a Ir.in aW may ml Td. N.. I-513-381-48W a ,0 - f.03 %An=a CWOAWI. Fax N.. I-513-762-3519 SECTON A -A (SIDE (SIDE AEW) INSIDE 511nr pair t iawaa.. a. ei.Wwt.e .00 a t.015 W, ,L(' Wj,Qd ^— ad1r. Mar --L Fb DESCRIPTION: MODEL 6RST W4 16-0 x 8-0: 24/-24.5 DESIGN LOAD BRACIL 13 C GALV. STEEL BOTTOM ET. .— W. -a — r..Nt I. .000 i.005 ATTACHED wrtH (2) /1l.s/e• SHEET METAL. SCREWS. `°„01,„,';,; a„m a .0000 t.00L DRAWN BY: BMM DATE: 4/18/00 SCALE: NTS DWG. R tALUMHU EXTRUSION Z.C' d� Degrees t 1/2' CHECKED BY: MWW DATE: 4/18/00 SHEEP 7 OF t SIZE 1J Third Angle + Unle.a Stated Owe.Wise / Projection DwEHSIONS ARE W INCHES. DWG. NO.: 102138 REV. DjV, m C a MODEL: 6RST (25 GA. STEEL SKIN MODEL: 4RST (24 GA. STEEL SKINS ULISTED OPTIONAL DSB GLASS OR 1/8' ACRYLIC UTES AVAILABLE (1) INTERMEDIATE STILE (SEE SECTION B-B) ATTACHED W/ TOC-L-LOG (TOP & BO 20 GA MIN. ENO STILES ATTACHED TO DOOR AND URETHANE ADHESIVE (ALONG CENTE SKIN WITH PATENTED TOG-L-LOC SYSTEM F• A TOP, BOTTOM & CENTER). L AT ,r REPORT#9606C I 25 GA. MIN. GALV./ LOCK POSITION STEEL SKIN COATED (BOTH SIDES) WITH A BAKED -ON PRIMER, TWO POINT LOCKING AND A BAKED -ON POLYESTER TOP COAT APPLIED TO BOTH SIDES OF STEEL SKIN. ONE 3" TALL x 20 GA. U-BAR (50 KSI) PER DOOR SECTION. END SLIDE BOLT I STILE LOCK ENGAGES INTO VERTICAL TRACK. ONE LOCATIO7g�j� LOCK ON OPTIONAL VEACH SIDE OPTIOTSIDE OF DOOR. .DOOR WIDTH 9'0" N IN ID S ID BO T OP14x5/8' SHEET METAL SCREWS LOCK OPTION ` DOS ORS UP TO 7'-0' HIGH CONSIST OF 4) SECTIONS (SHOWN). DOORS OVER 7'-0' HIGH CONSIST OF (55 SECTIONS (NOT SHOWN) . O O 1/4"x3/4" SELF TAPPING SCREWS. 14 GA. ND IJi NG 18 GA. INTERMEDIATE HINGE 2x6 YELLOW PINE JAMB 12 GA. GALV. STEEL TRACK BRACKETS FASTENED TO WOOD JAMB WITH ONE 5/I6"x1-5/8" LAG SCREW PER TRACK BRACKET. 2" GALV. STEEL TRACK FASTENED TO 12 GA. GALV. STEEL TRACK BRACKETS. TRACK ATTACHED TO EACH BRACKET WITH ONE 1/4'x5/8" BOLT & NUT OR TWO 1/4" DIA. RIVETS. 2 1 REVISIONS REV. NO.1 ZONE: DATE: I ECN NO.1 APPVD: DESCRIPTION 1 I A4 11/00 1 - I MWW I QTY (1) WAS (2) FOR TRACK BOLT r- 2' THICK 3- TALL U-BAR 20 GA. GALV. fSSTTEEL -d J" I 1-7/8" HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (TO SUIT) 1 13 GA_ GALV. STEEL FUG BRACKET. 16 GA GALV. srm TOP ROLLER BRACKET. EACH EACH FASTENED TO WOOD JAMB WITH BRACKET ATTACHED W/(3) (3) 5/16'xl-5/8" W000 LAG SCREWS. 114x5/8" SHEET METAL SCREWS, IE NOTE: DOUBLE TRACK TRACK CONFIGURATION LOW HEADROOM IS LAP JOINTS. z AVAILABLE AS AN OPTION 14 GA GALV. STEEL 8 END HINGE EACHFASTENED TO END W/(4) /14>s/e' a DOOR 6 -6snLES HEIGHT AN. 2" GALV. STEEL TRACK,SHEET METAL REW$ .L. MIN. TRACK THICKNESS.060- -6 & (4) 1/4'x3/4' SELF 8 -0 TAPPING SCREWS.' TALL x 20 GA. GALV TYP. 2-1/2"x12 GA. GALV. STEEL TRACK BRACKET. EEL U-BAR. ONE U-BAR z Z. (4) TRACK BRACKETS PER SIDE. R SECTION. EACH U-BAR ATTACHED W IN TWO 1 1"x3/4' SELF TAPPING tL REWS STILE LOCATION. 9 LHR TOP BRACKET HORIZONTAL TRACKDOUBLE FRONT FRAME COATING ON WITH U.V. OUTSIDE SURFACE DOUBLE TRACK RTI :AI AMB ATTA HM NT rW000 FRA4E BUII OINGSI 13 GA GALV. $TEE) BOTTOM LOW HEADROOM OPTION BRACKET. ATGCHED WITH TWO 1/2'x3" LAG SCREWS ON 24 CENTERS. I' O.D. MIN. 114x5/9 SHEET METAL SCREWS, WASHER REQUIRED. LAG SCREWS MAY BE COUNTERSUNK - SSB CLASS OR� OPTIONAL 10 SCREW (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING hm wEEXTRUSION 1/8' ACRYUC LITE WINDOW LITE SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. SECTION B-B STOP MOULDING BY DOOR INSTALLER (TO SUIT) r-20 GA MIN. GALV. STEEL END STILE 20 GA. GAIN. STEEL INTER. STILE SECTION A -A (SIDE VIEW) P8x3/4" PAN HEAD SCREW VERTICAL JAMB ATTACHMENT (Ci90 BLOCK OR MOLDED INSIDE (10 SCREWS PER LITE) END 2 000 PSI MIN CONCRETE GOLUMN)• STILE 3/8'x4" SLEEVE ANCHORS ON 24 CENTERS (BOTH LITE RETAINER INTE C-90 BLOCK OR 2.000 PSI MIN. CONCRETE) OR SNAP LATCH ENGAGES SDL 1/4"x4" TAPCON SCREWS ON 24" CENTERS (2,000 K. ONTO VERTICAL TRACK. PSI MIN. CONCRETE). WASHERS INCLUDED WITH ONE SNAP LATCH AC SLEEVE ANCHORS, I. O.D. MIN. WASHERS REQUIRED EACH SIDE OF DOOR. ON WITH TAPCONS. ANCHORS MAY BE COUNTERSUNK INTER. STILE (BUT NOT REQUIRED) TO PROVIDE A FLUSH - OUTSIDE MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT HANDLE TRANSFER LOAD. OUTSIDE KEYED 18 GA GALV. STEEL CENTER HINGE FASTENED TO INTER. STILES W ((.4) 14 GA. GALV. STEEL ROLLER HINGES p14x5/8' SHEET METAL SCR 5 FASTENED TO END STILES EACH W/(4) 14x5/8' SHEET METAL SCREWS AND 4) I/4"x3/4" SELF TAPPING SCREWS PER ENO HINGE. LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR. HANDLE t ENO �7 t STILE OUTSIDE KEYED F 10� INSIDE HANDLE LOCK BAR LOCKING OUTSIDE KEYED IOC DESIGN LOADS: +25.0 P.S.F. & -32.0 P.S.F. SHOP LATCH IOCK OPTION TEST LOADS: +37.5 P.S.F. & -48.0 P.S.F. t• PREPARATION OF IAMBS BY OTHERS- 2" DIA. SHORT STEM, 10 BALL STEEL ROLLER. JAMB CONFIGURATION SECTION C-C / NOTE 2, THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS /� SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF /�J RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE �j.i� �C � WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON MARK WESTERFIELD, P.E. �f"// THIS DRAWING. FLORIDA P.E. P48495 i A� �' NORTH CAROUNA P.E. 123832 l - a�awu� a�wnecs .Pc swm n auic wm A wsTn sra LET PART NO.: - Nonce: CLOPPAvaeu/Pea°O�Nc""PRawcrs co. r �,ta..a IrY, aw .wy net a 6ado«a, ,,..e, aP t.a. e.ad. °"°°°M•• or u. Fw .iMaA m P cm..A- P,a.. m � �' an aa�w.�m,d� um... Stat.d Otha i- TOLERANCES a,. .0 >= t.03 .00 >• i.015 � .000 .. t.005 0000 s t'001 9rees +i/T OGHENSONS AREt IN ,;a.. 312 Wd.A SL SUTa 1600 A Cincinnati, OH 45202 IDEAL Td. Ib. 1-513-381-48M a s=Om Omura Fax No. 1-513-762-3519 DESCRIPTION: MODEL 6RST W4 9-0 x 8-0: +25/-32 DESIGN LOAD DRAWN BY: 8MM DATE: 4/18/00 SCALE: NTS DWG. SIZE Q third M le Projection 4 CHECKED BY: MWW DATE: 4/18/00 SHEET 1 OF 1 DWG. NO.: 102137 REV. NO. 1 4 3 R48+.8 A&FJ"i" l a�vaoaa a*�•.a .a -FORIM 60OA-2001 FLORIDA ENERGY( EFFICIENCY( CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 1732 Builder: DR HORTON Address: aq,4r GL�Sp�L G1 psi Permitting Office: City, State:A�j.��,t�v, �LpQ1Dp� 3a��3 Permit Number: Owner: T).P . Jurisdiction Number: Climate Zone: Central 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 36.0 kBtu/hr _ 3. Number of units, if multi -family 1 _ SEER: 12.05 _ 4. Number of Bedrooms 4 _ b. N/A 5. Is this a worst case? No _ 6. Conditioned floor area (ft') 1732 ft' c. N/A 7. Glass area & type _ a. Clear - single pane 207.0 ft' _ 13. Heating systems b. Clear - double pane 0.0 ft' _ a. Electric Heat Pump Cap: 36.0 kBtu/hr _ c. Tint/other SHGC - single pane 0.0 ft' _ HSPF: 7.65 _ d. Tint/other SHGC - double pane 0.0 ft' b. N/A _ 8. Floor types _ •a. Slab -On -Grade Edge Insulation R=0.0, 202.0(p) ft _ c. N/A b. N/A _ c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap: 50.0 gallons _ a. Concrete, Ext Insul, Exterior R=3.0, 1224.0 ft' _ EF: 0.86 b. Frame, Wood, Exterior R=11.0, 56.0 ft' _ b. N/A _ c. Frame, Wood, Adjacent R=11.0, 328.0 W _ d. N/A _ c. Conservation credits e. N/A (HR-Heat recovery, Solar _ 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=19.0, 1883.0 W _ 15. 14VAC credits PT, b. N/A _ (CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts - PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Garage Sup. R=6.0, 170.0 ft _ MZ-C-Multizone cooling, b. N/A MZ-H-Multizone heating) Glass/Floor Area: 0.12 Total as -built points: 26482 PASS Total base points: 27662 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: :J>_1 Npz DATE: g3.02 I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT:. DATE: 410 61 0 Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: EnergyGauge® (Version: FLRCSB v3.2) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .18 1732.0 25.78 8037.2 Single, Clear NE 1.0 5.0 23.0 43.65 0.95 957.0 Single, Clear NW 1.0 5.0 23.0 37.74 0.95 828.2 Single, Clear SE 1.0 5.0 16.0 56.64 0.04 849.4 Single, Clear SE 1.0 5.0 16.0 56.64 0.94 849.4 Single, Clear SW 1.0 5.0 32.0 52.82 0.94 1584.9 Single, Clear SW 1.0 4.0 10.0 52.82 0.89 471.4 Single, Clear SE 1.0 3.0 10.0 56.64 0.81 459.4 Single, Clear SW 1.0 7.0 54.0 52.82 0.98 2799.6 Single, Clear SE 1.0 5.0 23.0 56.64 0.94 1221.1 As -Built Total: 207.0 10020.5 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 328.0 0.70 229.6 Concrete, Ext Insul, Exterior 3.0 1224.0 0.70 856.8 Exterior 1280.0 1.90 2432.0 Frame, Wood, Exterior 11.0 56.0 1.90 106.4 Frame, Wood, Adjacent 11.0 328.0 0.70 229.6 Base Total: 1608.0 2661.6 As -Built Total: 1608.0 1192.8 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 18.0 1.60 28.8 Exterior Insulated 20.0 4.80 96.0 Exterior 20.0 4.80 96.0 Adjacent Insulated 18.0 1.60 28.8 Base Total: 38.0 124.8 As -Built Total: 38.0 124.8 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 1732.0 2.13 3689.2 Under Attic 19.0 1883.0 2.82 X 1.00 5310.1 Base Total: 1732.0 3689.2 As -Built Total: 1883.0 6310.1 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 202.0(p) -31.8 -6423.6 Slab -On -Grade Edge Insulation 0.0 202.0(p -31.90 -6443.8 Raised 0.0 0.00 0.0 Base Total: -6423.6 As -Built Total: 202.0 -6443.8 INFILTRATION Area X BSPM = Points Area X SPM = Points 1732.0 14.31, 24784.9 1732.0 14.31 24784.9 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Summer Base Points: 32874.1 Summer As -Built Points: 34989.3 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 34989.3 1.000 (1.087 x 1.150 x 1.00) 0.283 0.950 11758.5 32874.1 0.4266 14024.1 34989.3 1.00 1.250 0.283 0.950 11758.5 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 r . . . FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS:.. , PERMIT #: BASE AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Orht Len Hgt Area X WPM X WOF = Points .18 1732.0 6.86 1826.9 Single, Clear NE 1.0 5.0 23.0 12.00 1.00 276.1 Single, Clear NW 1.0 5.0 23.0 12.23 1.00 280.7 Single, Clear SE 1.0 5.0 16.0 8.34 1.03 137.7 Single, Clear SE 1.0 5.0 16.0 8.34 1.03 137.7 Single, Clear SW 1.0 5.0 32.0 9.22 1.02 300.4 Single, Clear SW 1.0 4.0 10.0 9.22 1.03 95.1 Single, Clear SE 1.0 3.0 10.0 8.34 1.09 90.8 Single, Clear SW 1.0 7.0 54.0 9.22 1.01 500.9 Single, Clear SE 1.0 5.0 23.0 8.34 1.03 198.0 As -Built Total: 207.0 2017.4 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 328.0 1.80 590.4 Concrete, Ext Insul, Exterior 3.0 1224.0 2.80 3427.2 Exterior 1280.0 2.00 2560.0 Frame, Wood, Exterior 11.0 56.0 2.00 112.0 Frame, Wood, Adjacent 11.0 328.0 1.80 590.4 Base Total: 1608.0 3150.4 As -Built Total: 1608.0 4129.6 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 18.0 4.00 72.0 Exterior Insulated 20.0 5.10 102.0 Exterior 20.0 5.10 102.0 Adjacent Insulated 18.0 4.00 72.0 Base Total: 38.0 174.0 As -Built Total: 38.0 174.0 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 1732.0 0.64 1108.5 Under Attic 19.0 1883.0 0.87 X 1.00 1638.2 Base Total: 1732.0 1108.6 As -Built Total: 1883.0 1638.2 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 202.0(p) -1.9 -383.8 Slab -On -Grade Edge Insulation 0.0 202.0(p 2.50 505.0 Raised 0.0 0.00 0.0 Base Total: -383.8 As -Built Total: 202.0 506.0 INFILTRATION Area X BWPM = Points Area X WPM = Points 1732.0 -0.28 -485.0 1732.0 -0.28 -485.0 EnergyGauge® DCA Form 60OA-2001 EnergyGaugeO/FlaRES'2001 FLRCSB 0.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: ... PERMIT #: BASE AS -BUILT Winter Base Points: 5391.0 Winter As -Built Points: 7979.2 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 7979.2 1.000 (1.078 x 1.160 x 1.00) 0.446 0.950 4229.0 5391.0 0.6274 3382.3 7979.2 1.00 1.250 0.446 0.950 4229.0 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/RaRES'2001 FLRCSB v3.2 'FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 4 2564.00 10256.0 50.0 0.86 4 1.00 2623.63 1.00 10494.5 As -Built Total: 10494.5 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points = Total Points Cooling Points + Heating + Hot Water = Total Points Points Points 14024 3382 10256 27662 11759 4229 10495 26482 �o4zKfi sTAT�,o.� 4 C1 � � a + a r,I,coD WE��y� EnergyGaugeTM' DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 r- FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS:,,, PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/sq.ft. window area; .5 cfm/sq.ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts; chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. RA-22 OT14FR PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems, 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeTm DCA Form 60OA-2001 EnergyGaugeO/FlaRES'2001 FLRCSB v3.2 ENERGY PERFORMANCE LEVEL, (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.2 The higher the score, the more efficient the home. 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 36.0 kBtu/hr _ 3. Number of units, if multi -family 1 _ SEER: 12.05 4. Number of Bedrooms 4 _ b. N/A 5. Is this a worst case? No 6. Conditioned floor area (ft) 1732 ft2 c. N/A 7. Glass area & type a. Clear - single pane 207.0 ft2 _ 13. Heating systems b. Clear - double pane 0.0 ft2 _ a. Electric Heat Pump Cap: 36.0 kBtu/hr _ c. Tint/other SHGC - single pane 0.0 ft2 _ HSPF: 7.65 d. Tint/other SHGC - double pane 0.0 ft2 b. N/A _ 8. Floor types _ _ a. Slab -On -Grade Edge Insulation R=0.0, 202.0(p) ft _ c. N/A _ b. N/A c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap: 50.0 gallons , a. Concrete, Ext Insul, Exterior R=3.0, 1224.0 W _ EF: 0.86 b. Frame, Wood, Exterior R=11.0, 56.0 ft2 _ b. N/A _ c. Frame, Wood, Adjacent R=11.0, 328.0 ft2 d. N/A _ c. Conservation credits _ e. N/A (HR-Heat recovery, Solar 10. Ceiling types _ DIIP-Dedicated heat pump) a. Under Attic R=19.0, 1883.0 ft2 _ 15. HVAC credits PT, _ b. N/A _ (CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts _ PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Garage Sup. R=6.0, 170.0 ft _ RB-Attic radiant barrier, b. N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: i2vl�D Date: 406(63 Address of New Home: )-q4- G--4SD4,.LE c-iiz • City/FL Zip: SQ4--1P01ZID FL. 39J'4 *NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPAIDOE EnergyStar7udesignation), your home may qualms for energy efficiency mortgage (EEM incentives ifyou obtain a Florida Energy Gauge Rating. ._ Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec. ucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. EnergyGauge® (Version: FLRCSB v3.2) RIGHT-J LOAD AND EQUIPMENT SUMMARY File name: 1732 . bld For: D . R . HORTON By: DEL AIR HEATING,AIR CONDITIONING,REFRIGERATION 109 COMMERCE STREET LAKE MARY FL 32746-6206 (407) 831-2665 WINTER DESIGN CONDITIONS Outside db: 38 Deg F Inside db: 70 Deg F Design TD: i 32 Deg F HEATING SUMMARY Bldg. Heat Loss 29416 Btuh Ventilation Air 0 CFM Vent Air Loss 0 Btuh Design Heat Load 29416 Btuh INFILTRATION Method S impl i f ied Construction Quality Average Fireplaces 0 HEATING COOLING Area (sq.ft.) 1732 1732 Volume(cu.ft.) 13856 13856 Air Changes/Hour 0.8 0.4 Equivalent CFM 185 93 11/16/98 Job # 1732 Wthr Orlando AP FL Zone Entire House .SUMMER DESIGN CONDITIONS Outside db: 93 Deg F Inside db: 75 Deg Design TD: 18 Deg F Daily Range M Rel. Hum.: 50 % Grains Water 44 gr SENSIBLE COOLING EQUIP LOAD SIZING Structure 22883 Btuh Ventilation 990 Btuh Design Temp. Swing 3.0 Deg F Use Mfg. Data n. Rate/Swing Mult. 1.00 Total Sens Equip Load 23873 Btuh LATENT COOLING EQUIP LOAD SIZING Internal Gains 1380 Btuh Ventilation 1496 Btuh Infiltration 2769 Btuh Tot Latent Equip Load 5645 Btuh Total Equip Load 29518 Btuh HEATING EQUIPMENT SUMMARY COOLING EQUIPMENT SUMMARY Make TRANS Make TRANS Model Model Type Type Efficiency / HSPF 6.90 COP/EER/SEER 10.30 Heating Input 0 Btuh Sensible Cooling 35500 Btuh Heating Output 0 Btuh Latent Cooling 0 Btuh Heating Temp Rise 0 Deg F Total Cooling 35500 Btuh Actual Heating Fan 1200 CFM Actual Cooling Fan 1200 CFM Htg Air Flow Factor. 0.041 CFM/Btuh Clg Air Flow Factor 0.052 CFM/Btuh Space Thermostat Load Sens Heat Ratio 85 MANUAL J: 7th Ed. RIGHT-J: V1 3 . 0 . 12 S/N 10315 Printout certified by ACCA to meet all requirements of Manual Form J. RIGHT-J CALCULATION PROCEDURES A, B, C, D Job #: 1732 File name: 1732 . bld Zone: Entire House Procedure A - Winter Infiltration HTM Calculation* 1. Winter Infiltration CFM 0. 8 AC/HR x 13856 Cu.Ft. x 0.0167 = 185 CFM 2. Winter Infiltration Btuh 1.1 x 185 CFM x 32 WinterTD = 6516 Btuh 3. Winter Infiltration HTM 6 516 Btuh / 245 Total Window = 26.6 HTM and Door Area Procedure B - Summer Infiltration HTM Calculation* I. Summer Infiltration CFM 0. 4 AC/HR x 13 8 5 6 Cu.Ft. x 0.0167 = 93 CFM 2. Summer Infiltration Btuh 1.1 x 93 CFM x 18 Summer TD = 1833 Btuh 3. Summer Infiltration HTM 1833 Btuh / 245 Total Window = 7.5 HTM and Door Area Procedure C - Latent Infiltration Gain 0.68 x 44 gr.diff. x Procedure D - Equipment Sizing Loads 93 CFM = 2769 Btuh 11/16/98 1. Sensible Sizing Load Sensible Ventilation Load 1.1 x 50 Vent.CFM x 18 SummerTD = 990 Btuh Sensible Load for Structure (Line 19) + 22883 Btuh Sum of Ventilation and Structure Loads = 23873 Btuh Rating and Temperature Swing Multiplier x 1.00 RSM Equipment Sizing Load - Sensible + 23873 Btuh 2. Latent Sizing Load Latent Ventilation Load 0.68 x 50 Vent.CFM x 44 gr. diff. = 1496 Btuh Internal Loads = 230 x 6 No. People + 1380 Btuh Infiltration Load From Procedure C + 2769 Btuh Equipment Sizing Load - Latent = 5645 Btuh *Construction Quality is: a No. of Fireplaces is: MANUAL J: 7th Ed. RIGHT-J: V 3 . 0 . 12 S/N 10315 Printout certified by ACCA to meet all requirements of Manual Form J I 1732 Job# 1732 Zone: Entire House 11/16/98 I Name of Room Entire House BR 4 FAM LAUNDRY 2 Running Ft. Exposed Wall I 202 . 0 Ft. I 29.0 Ft. 41 . 0 Ft. 7. 0 Ft. 3 Room Dimensions, Ft. 0. 0 t. 13.5 x 12.0 Ft. 20.0 x 20.0 Ft. 7.0 x 9.0 Ft. 4 Ceiings. Ft Condit. Option 8.0 heat/cool d 8.0 heat/cool 8.0 heat/cool 8.0 heat/cool TYPE OF CST HTM Area Mill Area Btuh Area Built Area Btuh EXPOSURE NO. Htg Cig Length Htg Cig Length Htg Clg Length Htg Clg Length Htg Cig 5 Gross a 14C 2.5 1.1 1224 .... sRs. 232 +'+• •'*• 112 *«ss ssss 0 Exposed b 12C 2.9 1.9 56 rRRs .*+f 0 *:** rRrR 56 +ss* *Rfs 0 rRr• rss* Wails and c 13C 3.2 1.2 328 •**' "«"• 0 *s«« +R+* 152 RRfR ««s+ 56 Partitions d 0.0 0.0 0 «*** RRs+ 0 »r»+ ++s+ 0 +RRr r+ss 0 e 0.0 0.0 0 fff. arR+ 0 Rsrr R++R 0 RRRr tRR+ o .sr. ssss f 0.0 0.0 0 ssrs ♦rss 0 f+Rs .Rr+ 0 sss. fRr+ 0 R+R+ fsRs G Windows and a 1C 37.0 ** 153 5655 ••*« 23 850 •••* 23 850 «++• 0 0 •«•* Glass Doors b 8C 37.0 •• 54 1996 ••'• 0 0 *"** 0 0 «*"" 0 0 +•'• Heating c 9A 29.9 •* 0 0 *«'• 0 ()1 0 0 «sa. 0 0 ••** d 0.0 sR 0 0 ..,s 0 0 •«*. 0 0 «RRs 0 0 +RRR f 0.0 .« 0 0 s.r« 0 0 rf,s 0 0 0 0 fs** 7 Windows and North 22.0 19 `*•* 429 0 *••+ 0 0 +•+• 0 _ 0 •'•' 0 Glass Doors NE/NW 41.0 46 *•*' 1886 23 '••' 943 23 •"•" 943 0 "•' 0 Cooling E/W 0.0 0 «•*+ 0 0 +•+• 0 0 •*++ 0 0 •+•' 0 SE/SW 49.0 142 •'** 6934 0 *'"* 0 0 """ 0 0 "••* 0 South 0.0 0 "••• 0 0 •'•• 0 0 '*'* 0 0 '+"' 0 Hori 0.0 0*"" 0 0 ••" 0 0 ••*• 0 0 «`•• 0 8 Otlierdoors a 10D 14.7 9.9 38 559 378 0 0 0 20 299 199 18 265 179 b 1 101) 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14C 2.5 1.1 506 1120 209 515 230 89 219 96 0 00Exposed b 12C 2.9 1.9104 T3977 70 0 0 0 36 104 70 0 0 0 Walls and c 13C 3.2 1.2 363 0 0 0 152 479 178 38 120 44 Partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 1883 .3194 4192 162 275 361 400 678 890 63 107 140 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 Q 0 II Floors a 22A 25.9 0.0 202 5236 0 29 752 0 41 1063 0 7 181 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 26.6 7.5 245 6516 1833 23 612 172 43 1144 322 18 479 135 13 Subtot Badt Loss=6+8..+11+12 *«•« 26742 *`•• •••• 3003 ••'" RaR 4831 R,a +R»+ 1152 "•"' 14 Duct Btuh Loss 10°/ 2674 f*rs 100y 300 «•*• 10*/ 483 """a 10"/ 115 '••" 15 Total Btuh Loss = 13+14 •*•a 29416 •"•« sirs 3304 **•« ssrs 5314 •••• rats 1267 rass IG Int. Gains: People a 300 6 •"•' 1800 0 **•+ 0 4 "*'* 1200 0 •'•' 0 Appl. rt 1200 2 •""« 1800 0 "•'• 0 0 •'*« 0 1 "'•• 600 17 Subtot RSH Gain=7+8..+I2+I6 '*'" •'+• 20803 •«rR f+R+ 1706 "••" •«'* 3900 ••** *"•• 1098 18 Duct Btuh Gain 10°/ "'* 2080 10°/ '•"f 171 10*/ '••* 390 10*/ a«•' 110 19 Total RSH Gain=(17+18)*PLF 1. Oo «+** 22883 1.00 *««" 1876 1.00 '*•" 4290 1.00 **•" 1208 20 CFM Air Required **'* 1200 1200 ***' 1 135 98 *•** 1 217 225 `•** 52 63 Printout certified by ACCA to meet all requirements of Manual J Form 1732 Job# 1732 Zone: Entire House 11/16/98 I Name ofPoom BR 2 BR 3 M/BR M/BTH 2 Running Ft. Exposed Wall I 27.0 FL I 11.0 Ft 32. 0 Ft. 10.0 Ft. 3 Room Dimensions, Ft. 13.0 x 12.0 Ft. 11.0 x 15.0 Ft. 13.0 x 17.0 Ft. 10. 0 x 15.0 Ft. 4 Ceiings, Ft Condit. Option 8.0 heat/cool 8.0 heat/cool 8.0 heat/cool 8.0 heat/cool TYPE OF CST HTM Area Btuh Area Btuh Area Btuh Area Btuh EXPOSURE NO. Htg Clg Length Htg Clg Length Htg Clg Length Htg Clg Length Htg Clg 5 Gross a 14C 2.5 1.1 96 {Y+k t++# B8 +Y+# tRtt 256 kt#4 tttk 80 rt++ +YtY Exposed b 12C 2.9 1.9 0 kt+s ssss 0 r++• +{«♦ 0 {a,{ cart 0 Walls and c 13C 3.2 1.2 120 *»** »*:• 0 *#*+ •*++ 0 0 Partitions d 0.0 0.0 0 srst s+ss 0 Ysss tr+# 0 +r+s r+ts 0 r,+t tsti e 0.0 0.0 01 tts+ +tii 0 0 k+ti ,sts 0 ++s♦ srs+ f I 0.0 1 0.0 0 a+,r #.#+ 0 +r#+ ++.. 0 •.#. ++#+ 0 ssr, #+r# 6 Windows and a 1C 37.0 •" 16 591 +*•" 16 591 *••• 32 1183 •••* 10 370 F. Glass Doors b 8C 37.0 "' 0 0 »*** 0 0 ••+• 0 0 *••• 0 0 •••• Heating c 9A 29.9 •» 0 0 •*+* 0 0 ••** 0 0 »•»* 0 0 •*"• d 0.0 #♦ 0 0 +i++ 0 0 strs 0 0 +++# 0 0 ,r{+ f 0.0 •• 0 0 •'•* 0 0 •••• 0 _ 0 •••• 0 0 •*•• 7 Windows and North 22.0 2 *•** 44 2 +*** 44 4 +*•• 89 2 **** 35 Glass Doors NE/NW 41.0 0 •»*• 0 0 ***• 0 0 **•• 0 0 *++• 0 Cooling E/W 0.0 0 *+rs 0 0 .+++ 0 0 +r,+ 0 0 +++# 0 SE/SW 49.0 14 •••* 685 14 **•+ 685 28 "*•• 1370 8 s#«# 413 South 0.0 0 *+** 0 0 **** 0 0 **** 0 0 **•+ 0 Horz 0.0 0 •*** 0 0 *+•+ 0 0 **+* 0 0 *••* 0 8 Other doors a l OD 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 b I IOD 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 9 Net 1.1 80 197 88 12 177 79 224 512 247 70 172 77 Exposed M14C2..25 1.9 0 0 0 0 0 0 0 0 0 0 0 0 Walls and 1.2 120 378 140 0 0 0 0 0 0 0 0 0 P::rtitions d 0.0 0.0 0 0 0 0 0 0. 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 156 265 347 .165 280 367 221 375 492 150 254 334 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 II Floors a 22A 25.9 0.0 27 700 0 11 285 0 32 829 0 10 259 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 26.6 7.5 16 426 120 16 426 120 32 851 239 10 266 75 13 Subtot Btuh Loss=6+8..+11+12 ***+ 2556 {•:• **++ 1759 *'+* •+*• 3790 *•*• ***• 1322 tat+ 14 Duct BtuliLoss 10*/ 256 '••• 10*/ 176 **** 10*/ 379 *••" 10% 132 **'* 15 Total Btuh Loss = 13+14 **** 2812 *•*• **** 1935 ***" **** 4169 »••• *+** 1454 **** 16 Int. Gains: People « 300 0 sss* 0 0 *sss 0 1 •*** 300 0 •»*• 0 Appl. « 1200 0 *•** 0 0 **•" 0 0 ***• 0 0 *•** 0 17 Subtot RSH Galn=7+8..+12+16 ***• *«** 1425 **»* **+* 1296 *YtR ss{+ 2737 RR«+ +ttt 933 18 Duct Btuh Gain 10% **'* 142 10% *••• 130 10% ***• 274 10% *•*» 93 19 Total RSH Gain=(17+IS)*PLF 1.00 *+*• 1567 1.00 »*** 1425 1.00 *»•* 3011 1.00 •*** 1027 20 CFM Air Required •*•• 1 115 82 •*** 79 75 •*•• 1 170 158 •**• 1 59 59 Printout certified by ACCA to meet all requirements of Manual J Form 2 1732 Job# 1732 Zone: Entire House 11/16/98 0. Name of Room BTH KICTHEN DINING 2 q3I Running Ft. Exposed Wall '0. 0 Ft. 31.0 Ft. 14.0 Ft. Ft. Room Dimensions, Ft. 9.0 x 10. 0 Ft. 16.0 x 14.0 Ft. 14.0 x 18.0 Ft. x Ft. 4 Ceiings, Ft Condit. Option 8.0 heat/cool 8.0 heat/cool 8.0 heat/cool TYPE OF CST FITM Area Btuh Area Btuh Area Btuh Area Mull EXPOSURE NO. Htg Clg Len6th Htg Clg i Length Htg Clg Length Htg Clg Len6di Htg Clg 5 Gross a 14C 2.5 1.1 0 *1'•* •*++ 248 *,*• +••• 112 •+*s ssss *««s *ts. Exposed b 12C 2.9 1.9 0 ss„ «ss, 0 ssss s,ts 0 Walls and c 13C 3.2 1.2 0 ••«s sss 0 ««s+ ssa 0 ,sss sas s««t ssa. Partitions d 0.0 0.0 0 ,sss sss• 0 tsss ssss 0 ssss «s«s tsss sass e 0.0 0.0 0 ssss s,t, 0 0 »s«t ssss sass ,ts-a f 0.0 0.0 0 ssss ,srr 0 ssss ,sss 0 ,s„ tits rsst sits 6 Windows and a 1C 37.0 •• 0 0 *••• 10 370 **•• 23 850 »s«s ss«t Glass Doors b 8C 37.0 "' 0 0 •••* 54 1996 •••' 0 0 •+•* ++•+ Heating c 9A 29.9 •• 0 0 ***, 0 0 *••• 0 0 •+•• .+ss d 0.0 :« 0 0 sa«s 0 0 tat 0 0 sass •sss e 0.0 •• 0 0 •••• 0 0 •••• 0 0 •••• •++* f 0.0 '• 0 0 •*** 0 0 •+• 0 0 •••• •••• 7 Windows and North 22.0 0 '•'• 0 7 "•+• 153 3 ••** 64 ••*• Glass Doors NE/NW 41.0 0 *••* 0 0 ***• 0 0 •*'* 0 +*** Cooling E/W 0.0 0 •its 0 0 ss«s 0 0 sat 0 «»•« SE/SW 49.0 0 *'•• 0 57 +•*• 2795 20 "*•• 985 *+•* South 0.0 0 •+•* 0 0 ***" 0 0 ssss Q ss,s 8 Other doors a 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 b I 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 9 Net a 14C 2.5 1.1 0 0 0 184 413 203 89 219 98 Exposed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 Walls and c 13C 3.2 1.2 0 0 0 0 0 0 0 0 0 Partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 90 153 200 224 380 499 252 427 561 b 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 0 0 0 31 804 0 14 363 0 0.0 0.0 0 0 0 0 0 0 0 0 0 �bj c 0.0 0.0 0 0 0 0 0 0 0 0 0 12 Infiltration a 26.6 7.5 0 0 0 . 64 1702 479 23 612 172 13 Subtot Btuh Loss=6+8..+11+12 •*** 153 +««s ssss 5704 •**• "*** 2471 **** ssss .a, 14 Duct Bath Loss 10°/ 15 ***• 10% 570 •*•• 10% 297 +*•* % ,sss 15 Total Btuh Loss = 13+14 •"• 168 ,•*• •:"• 6275 '*st ss,a 2718 +••• •*•• ts,. 16 Int. Gains: People a 300 0 *'** 0 0 ***+ 0 1 •*•* 300 •'** Appl. @ 1200 0 "•• 0 1 ssss 1200 0 atat 0 ssss 17 Subtot RSH Gain=7+8..+12+16 *++s stta 200 ssss ts,t 5328 *«ts ssss 2180 tta• sat* 18 Duct Btuh Gain 10°/ "+•" 20 10/, •••• 533 100/ •••• 218 % ••'• 19 Total RSH Gain=(17+18)*PLF 1.00 "*•• 220 1.00 "**' 5861 1.00 ssss 2398 •••* 20 CFM Air Required **** 1 7 12 s*** 1 256 307 ***• 1 111 126 +•'+ Printout certified by ACCA to meet all requirements of Manual J Form • `' MANUAL J: 7th Ed. RIGHT-J: V 10.12 S/N 10315 RIGHT-J WINDOW DATA Job #: 1732 File name: 1732 . bld 11/16/98 W S D W G L S S 0 N A S 0 0 W C W S N K I A L 0 T H V G N H V V H H N H D y R L A W R A H L G C R R G T A A W L Z E M D G Z L 0 X Y T M R R BR 4 a n ne a c n n d y 1 90 1.0 1.0 1.0 5.0 41.0 23.0 0.0 FAM a n nw a c n n d y 1 90 1.0 1.0 1.0 5.0 41.0 23.0 0.0 LAUNDRY BR 2 a n se a c n n d y 1 90 1.0 1.0 1.0 5.0 49.0 16.0 2.0 BR 3 a n se a c n n d y 1 90 1.0 1.0 1.0 5.0 49.0 16.0 2.0 M/BR a n sw a c n n d y 1 90 1.0 1.0 1.0 5.0 49.0 32.0 4.0 M/BTH a n sw a c n n d y 1 90 1.0 1.0 1.0 4.0 49.0 10.0 1.6 BTH KICTHEN a n se a c n n d y 1 90 1.0 1.0 1.0 3.0 49.0 10.0 2.1 b n sw a c n n d y 1 90 1.0 1.0 1.0 7.0 49.0 54.0 4.9 DINING a n se a c n n d y 1 90 1.0 1.0 1.0 5.0 49.0 23.0 2.9 KITtLEN toxo wc�a ru 5^ bath duct 14 to roof cap w/f B. 1Os10 Iwcd 225 6' Y ooY e' I^ dryer duct to roof cap 8" iy0 \o BED R. DP d FOYER 10s6 Iwed too I' bath duct t% lt�gI-. ... , _ 1 r OY BED 4 12.6 Iwcd - ... 7^ $55 IZXIY rap 4^ °� AARV 11 ,' ° lose Jwed 75 . to:to —g I 18 7 7 IOsIO rap - t BUMP t 85 ,os6 Iwcd6. 85 A Q ty,Z — Oyy h h� h st have a minimum clearance of I inches around the air handler per the State Energy code. All duct has an r-6 insulation value. Rating zO U) } m w 0 z > z aJ_ J CO L O .1 Q Cr 0 0 % e ♦ t PLOT PLAN DESCRIPTION: (AS FURNISHED) A PARCEL OF LAND LYING AND BEING IN SECTION 18, TOWNSHIP 20 SOUTH, RANGE 31 EAST, CITY OF SANFORD, SEMINOLE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHWEST CORNER OF LOT 25, BAKERS CROSSING PHASE 1, PLAT BOOK 60 PAGES 27 THROUGH 29; THENCE RUN N00"25'30"E A DISTANCE OF 89.73 FEET; THENCE RUN S89'33'46"E A DISTANCE OF 3.38 FEET; THENCE RUN N 00'25'29"E A DISTANCE OF 195.00 FEET; THENCE RUN S89'33'46"E A DISTANCE OF 440.00 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE S89'33'46"E A DISTANCE OF 50.00 FEET; THENCE S00'25'29"W A DISTANCE OF 116.89 FEET; THENCE N89'17'34"W A DISTANCE OF 50.00 FEET; THENCE N00'25'29"E A DISTANCE OF 116.66 FEET TO THE POINT OF BEGINNING, CONTAINING 0.13 ACRES t. PROPOSED ROSE HILL PHASE II PLAT BOOK PAGE POINT OF BEGINNING LOT 9 LOT 10 50.00' A%�4 589'33'46"E S 89'3 3' 4 6 " E a6 PROPOSED �s LOT 12 o DRAINAGE TYPE A N 0 m I I -q .I woo' PROPOSED 3.38' LOT 11 d 40.00 S89'33'46"E QT N PROPOSED MODEL 1732 FINISHED FLOOR on n POINT OF 0 8 ELEVATION= 48.0 55.00' "� COMMENCEMENT O o NORTHWEST CORNER Z Z OF LOT 25. COVERED ENTRANCE 75 oo*'� 1' = 30' GRAPHIC SCALE 0 15 30 PROPOSED 0, LOT 13 N � DO 110 r, mOR SLAB ELEVATION IPST BE 16'' ABLVL CROWN F ADJACE1 'I ROAD UNLESS OTHERWISE APPROVED DRIVE" 1 LOT 25 1 BAKERS CROSSING PHASE 1, PLAT BOOK 60, 1 PAGES y S8 "I UTILITY�7� 5� 27-29. 3; N89'17'34"W I alo 50.00' OIN OI PT u,' PC 258.01' �-----N89'17'34"W I 243.17' - -- -- -� NOTE: 501.18 WE DO NOT ACCEPT RESPONSIBILITY FOR TRACT A ANY ERRORS THAT MAY OCCUR FROM THE UNNAMED ROADWAY USE OF THE UNRECORDED / PROPOSED OF PROPOSED BAKERS CROSSING PHASE 2 PLAT THIS PLOT PLAN IS BASED ON. LOT 12 CONTAINS 5839 SQUARE FEET t THIS STRUCTURE CONTAINS 2180 SQUARE FEET t TOTAL CONCRETE 525 SO. FT. t TOTAL SOD 3134 SQ. FT. t 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 TIE 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 FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, AREA OUTSIDE 100 YEAR FLOOD. BEARINGS SHOWN HEREON ARE BASED ON I THE NORTHERLY LINE OF LOT 12 AS BEING N89'33'46" W PER PLAT. (FIELD DATE: ) REVISED: SCALE: 1 = 30 FEET APPROVED BY: WRM JOB NO. ASM40139 DRAWN BY: 'PLOT PLAN 2-17-03 CC/JML 50' RIGHT OF WAY LEGEND BUILDING SETBACK LINE MLW - - CENTERLINE POE RIGHT OF WAY LINE POL PCC x PROPOSED ELEVATION POC PROPOSED DRAINAGE FLOW OR PD O CONCRETE A L LB LAND SURVEYING BUSINESS C.B. LS LAND SURVEYOR PC PRM PERMANENT REFERENCE MONUMENT pi PCP PERMANENT CONTROL POINT PRC (P) PER PLAT PT (M) MEASURED TYP (CALC) CALCULATED A/C FIND FOUND CBW C/W CONCRETE WALK RP 5/W SIDEWALK R CP CONCRETE PAD - CS PB PLAT BOOK C PGS PAGES R/W NG NATURAL GRADE ORB 50. FT. SOUARE FEET AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LB,g6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO, FLORIDA 32801- (407) 426-7979 BUILDING SETBACKS FRONT: 25' REAR: 20' SIDE: 5' CORNER: 15' MINIMUM LOT WIDTH 50 PREPARED FOR: D.R. HORTON MINIMUM LOT WIDTH POINT ON BOUNDARY POINT ON LINE POINT OF COMPOUND CURVATURE POINT ON CURVE OFFICIAL RECORD PLANNED DEVELOPMENT DENOTES DELTA ANGLE DENOTES ARC LENGTH DENOTES CHORD BEARING DENOTES POINT OF CURVATURE DENOTES POINT OF INTERSECTION DENOTES POINT OF REVERSE CURVATURE DENOTES POINT OF TANGENCY TYPICAL AIR CONDITIONER CONCRETE BLOCK WALL RADIUS POINT RADIUS CONCRETE SLAB CHORD LENGTH RIGHT-OF-WAY OFFICIAL RECORDS BOOK 1. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND 2. NO UNDERGROUND. IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN! 3. NOT VALID MT40UT THE SIGNATURE -AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. FOR THE FIRM 4WIILILIAR. SCATELLO 4PSM#4 DATE i MiTeW February 17, 2003 MiTek Industries Inc. 16472 Segovia Circle North Pembroke Pines, FL 33331.4627 USA Fax (954) 680 4395 The truss drawings referenced below, have been prepared under my direct supervision based on the parameters provided by Accu-Span Truss Company using MiTek 20/20 software. Pages or sheets covered by this seal : I3041.476 thru I3041.496. Total : 21 drawings. Job :DR] 732D �A-R�' Builder :D.R. HORTON Location :BAKERS CROSSING, LOT 1, . County :SEMINOLE Truss Engineer :Junaidie Budiman, PE # 45161. Address :16472 Segovia Circle North Pembroke Pines, FL 33331-4627. This serves as the cover sheet in conformance to Chapter 61G15-31 Section 003 of the Florida Board of Professional Regulation. This package include: 4L� Junaidie Budiman, PE 1) 21 Truss drawing. 2) Truss Index. February 1.7, 2003 The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of building designer, per ANSI/TPI 1-1995 Sec.2. TRUSS INDEX OF JOB DR1732D Trusses included=21 0,"\DR1732D\a.tre" 13041476 1,"\DR1732D\al.tre" 13041477 2,"\DR1732D\a11.tre" 13041478 3,"\DR1732D\a13.tre" 13041479 4,"\DR1732D\a15.tre" 13041480 5,"\DR1732D\a17.tre" 13041481 6,"\DR1732D\a19.tre" 13041482 7,"\DR1732D\a2.tre" 13041483 8,"\DR1732D\a7.tre" 13041484 9,"\DR1732D\a9.tre" 13041485 10,"\DR1732D\ag1.tre" 13041486 11,"\DR1732D\ag2.tre" 13041487 12,"\DR1732D\bg.tre" 13041488 13,"\DR1732D\cg.tre" 13041489 14,"\DR1732D\j.tre" 13041490 15,"\DR1732D\j2.tre" 13041491 16,'1DR1732D\k.tre" 13041492 17,"\DR1732D\I.tre" 13041493 18,"\DR1732D\m.tre" 13041494 19,IDR1732D\s.tre" 13041495 20,"\DR1732D\s1.tre" 13041496 * No, 4 5161 STATE OF March 22.2002 AWARmNO - Vswy design pamrrseters and READ NOTES oNTms AND REVERSE SIDE BEFORE usE. re—® _Design valid for use only with Milek 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 an designer. Bracing shown is for lateral support of. Individual web members only. Additional temporary bracing to insure stability during construction Is the responsiblllty of the erector. Additional permanent biacing of the overall structure Is the responsibility of the building designer. for general guidance regarding Iabrloation, quality control, storage, delivery, erection and bracing, consult CST-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 w A,.���® Handling Installing and Bracing Recommendation avollable from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, W153719. �v� 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. *For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. *This symbol indicates the required direction of slots in connector plates. * For tabular plating format refer to the MiTek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur, FORM018,019 Numbering System J2 J3 J4 TOP CHORDS cz c3 WEBS J5 a O o U O O �y U ►— a ce V ce 0O BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N Mai @ MiTeko 'ZA�® PANEL TM CLIP ® HYDRO -AIR ®General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at �14 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. 1.4, 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. russ Truss ype ty Ply D H R N 13041476 FDR1732D A ROOF TRUSS 12 1 (o tional) PAN-TH, L N W D, L, Mi ek Industries, Inc. 4.201 1 s Aug 1 MiTek Industries,Inc. Fri Mar 14:1 Page 1 -j-0-p 7-1-3 13-6-10 20-0-0 26-5-6 32-10-13 40-0-0 41-0-0 1-0-0 7-1-3 6-5-6 6-5-6 6-5-6 6-5-6 7-1-3 1-0-0 Scale = 1:70. 5x6 = 5.00 rff 5 5x6 w� 5x6 4 6 2x4 2x4 3 7 8 1 2 9 a[ [a 0 0 3x8 = 14 13 12 1110 3x8 = 3x4 = 3x6 = 3x8 = 3x4 = 3x6 — 10-3-14 1 20-0-0 29-8-2 40-0-0 10-3-14 9-8-2 9-8-2 10-3-14 Plate Offsets (X,Y): [ -4- -1- 1,[4: - - 1,[ - - 1,[8:0-4- ,0-1- 1 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.83 Vert(LL) 0.29 12 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.96 Vert(TL) -0.63 10-12 >753 BCLL 0.0 Rep Stress Incr NO WB 0.73 Horz(TL) 0.16 8 n/a BCDL 10.0 Code SBC/ANSI95 1 st LC LL Min I/defl = 360 Weight: 195 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-6-7 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 0-2-0 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-12, 6-12 REACTIONS (lb/size) 2 = 1951/0-8-0, 8 = 1951/0-8-0 Max Horz 2=224(load case 4) Max Uplift 2 = -984(load case 4), 8=-984(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1-2 =14, 2-3=-3712, 3-4 =-3344, 4-5 =-2353, 5-6 =-2353, 6-7 =-3344, 7-8=-3712, 8-9 =14 BOT CHORD 2-14=3394, 13-14=2825, 12-13=2825, 11-12=2825, 10-11 =2825, 8-10=3394 WEBS 3-14=-409, 4-14=535, 4-12=-865, 5-12=1329, 6-12=-865, 6-10=535, 7-10=-409 NOTES (5) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 984 lb uplift at joint 2 and 984 lb uplift at joint 8. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 6) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. bL 1 !�`� LOAD CASE(S) Standard •.•F j'U•'• t ' No. 4.5161 t p's STATE OF JOR March 22,2002 ®WARNING - VerVy des(gn parameters and READ NOTES ONTWS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for 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, qualify control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, W153719. 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. *For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. *This symbol indicates the required direction of slots in connector plates. * For tabular plating format refer to the MiTek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required 4011' continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. FORM018,019 Numbering System J2 J3 J4 TOP CHORDS ca c3 o WEBS J5 o _ o Cr U O IL O U a ce cb O BOTTOM CHORDS Ji J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N MiTek® fill PANEL TM CLIP GANG -NAIL HYDRO -AIR ®General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1, Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at �14 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15, Care should be exercised in handling, erection and installation of trusses. © 1993 Mitek Holdings, Inc. russ russ ype ty Ply DR H R N 13041477 F173211D Al ROOF TRUSS 1 1 (optional) PAN- N W L, Mi ek Industries, Inc. 4.201 SR1 s Aug 20 2001 MiTek Industries, Inc. Fri Mar 22 14:1 2002 Page 1 13-3-12 -0 4-10-0 9-0-0 13-2-0 11 20-0-0 1 26-5-6 1 32-10-13 40-0-0 41-0-0 cle= 1-0-0 4-10-0 4-2-0 4-2-0 041:72.4-12 6-8-4 6-5-6 6-5-6 7-1-3 -�-0 5x6 = 5.00 12 6 3x4 5,� 5x6 5 7 5x8 4 4 2x4 2x4 = 8 3 2 8 a1 1 15 t 01a p m 0 6x8 = 66 6x10 14 13 12 11 3x8 = 2.50 12 5x6 = 3x8 = 3x6 = 3x4 = 6-11-0 13-2-0 1 20-0-0 30-7-7 1 40-0-0 1 6-11-0 6-3-0 6-10-0 10-7-7 9-4-9 Plate Offsets (X,Y): [2:0-5- d el,[4: - -1 -3- 1, (7: - -0, - - 1,[ -4- -1-81 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.90 Vert(LL) 0.51 14 >926 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.94 Vert(TL) -0.89 11-13 >531 BCLL 0.0 Rep Stress Incr YES WB 0.90 Horz(TL) 0.35 9 n/a BCDL 10.0 Code SBC/ANSI95 1 st LC LL Min I/deft = 360 Weight: 206 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.1 D *Except* TOP CHORD Sheathed. 6-7 2 X 4 SYP No.2D, 7-10 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 3-7-2 oc bracing. BOT CHORD 2 X 4 SYP No.2D 'Except" WEBS 1 Row at midpt 4-14, 5-13, 7-13 2-15 2 X 4 SYP No.1D WEBS 2 X 4 SYP No.3 WEDGE Left: 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 1951/0-8-0, 9 = 1951/0-8-0 Max Horz 2 = 223(load case 4) Max Uplift 2 = -983(load case 4), 9=-983(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=12, 2-3=-6791, 3-4=-6695, 4-5=-3133, 5-6=-2353, 6-7=-2353, 7-8=-3439, 8-9=-3734, 9-10=14 BOT CHORD 2-15=6270, 14-15=4382, 13-14=2879, 12-13=2814, 11-12=2814, 9-11 =3414 WEBS 3-15=43, 4-15=2970, 4-14=-1871, 5-14=481, 5-13=-921, 6-13=1322, 7-13=-851, 7-11 =612, 8-11=-383 NOTES (6) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The ppr f lumber DOL increase is 1.33, and the plate grip increase is 1.33 ,��E [3��� 3) Bearing at joint(s) 2 considers parallel to value using ANSI/TPI 1-1995 angle to formula. Building designer grain grain �...••••..,�• should verify capacity of bearing surface. '� r�"SlF-7U 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 983 lb uplift at joint 2 and •; 983 lb uplift at joint 9. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. * 6) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. ;• . No. 4.51E1 7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. STATE OF r LOAD CASE(S) Standard p ANAL March 22,2002 AWAMNO - VerVy design paranlietera and READ NOTES ON TWS AND REVERSE SWE BE?ORE 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 brarcing 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 Speclflcation, and HIB-91 M iTek® Handling Installlna and Bracing Recommandatlon available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 13/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 17-1 *For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. *This symbol indicates the required direction of slots in connector plates. * For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 x 4 perpendicular to slots. Second dimension is the length parallel to slots, LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. FORM018,019 Numbering System J2 J3 J4 TOP CHORDS C7 C7 o Z J5 Q 0cr 0 d �y � _ O U � a ce c� cs 00 BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N W! @ MiTeko TM PANEL � CLIP ® HYDRD-AW ®General Safety (Votes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at �/4 panel length(' 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator, General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14; Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses, © 1993 Mitek Holdings, Inc. Job Truss Truss Type ty Ply D R H R N 13041478 DR1732D A11 ROOF TRUSS 1 1 (optional) A U- PAN-TH, L N W L, MiTek ndustries, Inc. 4. 1 1 s Aug 1 i ek Industries, nc. ri Mar 14:1 age 1 -1-0-p 5-9-14 11-0-0 17-0-0 23-0-0 29-0-0 1 34-2-2 40-0-0 41-0-,0 + 1-0-0 5-9-14 5-2-2 6-0-0 6-0-0 6-0-0 5-2-2 5-9-14 1-0-0 Scale = 1:71. 5x6 = 5x6 = 5x6 = 3x4 = 4 5 6 7 5.00 (t 2x4 2x4 3 8 2 8 1 10— 0 0 3x8 = 15 14 13 12 11 3x8 = 4x6 = 3x4 = 3x6 - 3x8 = 3x8 = 11-0-0 20-0-0 29-0-0 40-0-0 11-0-0 9-0-0 9-0-0 11-0-0 Plate Offsets (X,Y): [ :0-4- -1-81, 14:0- - ,0-2-41, [ -3- - - 1, [7:0-3- - -41, [9: -4- ,0-1-81, [14: -3-0, d el LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.84 Vert(LL) 0.40 13 >999 MII20 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.85 Vert(TL) -0.64 11-13 >740 BCLL 0.0 Rep Stress Incr YES WB 0.98 Horz(TL) 0.18 9 n/a BCDL 10.0 Code SBC/ANSI95 1st LC LL Min I/deft = 360 Weight: 192 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-5-8 oc purlins. BOT CHORD 2 X 4 SYP No.1 D BOT CHORD Rigid ceiling directly applied or 0-2-0 oc bracing, Except: WEBS 2 X 4 SYP No.3 4-6-9 oc bracing: 9-11. REACTIONS (lb/size) 2 = 1951/0-8-0, 9 = 1951 /0-8-0 Max Horz 2=-134(load case 5) Max Uplift2 = -1 082(load case 4), 9=-930(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3770, 3-4=-3361, 4-5=-3129, 5-6=-3856, 6-7=-3129, 7-8=-3361, 8-9=-3770, 9-10=14 BOT CHORD 2-15=3439, 14-15=3798, 13-14=3798, 12-13=3798, 11-12=3798, 9-11 =3439 WEBS 3-15=-368, 4-15=872, 5-15=-854, 5-13=106, 6-13=106, 6-11 =-854, 7-11 =872, 8-11 =-368 NOTES (6) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1082 lb uplift at joint 2 and 930 lb uplift at joint 9. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. ��t./ 6) Truss Engineer: Junaidie Budiman, PEA45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. t L7 7) !�` THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. ��•�`P�l�r��f�' LOAD CASE(S) Standard j :� No. 4 5161 r r /V% MATE OF r O464eR I .e QNaL March 22,2002 AWARNINO - 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 responsibility of building designer - not truss -- designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent br'ocing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DS11•89 Bracing Specification, and HIB-91 Handling Installlnq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI $3719. MiTek® Symbols Numbering system ®General safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property -44 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 /8 securely seat. J2 J3 J4 owner and all other interested parties.. �84 TOP CHORDS 73 2, Cut members to bear tightly against each C? other, Q WEBS J5 3, Place plates on each face of truss at each * For 4 x 2 orientation, locate o 3 L ¢ joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of L) O a ati = at joint locations. truss and vertical web. 10a 4, Unless otherwise noted, locate chord splices o at /4 panel length(+ 6" from adjacent joint.) �, BOTTOM CHORDS *This symbol indicates the 5, Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MiTek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection, PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9, Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13, Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. ® 15, Care should be exercised in handling, � TM F►AP erection and installation of trusses. © 1993 Mite Holdings, Inc. CLIP FORM018,019 GANG -NAIL® HYDRO -AIR ® ,_ b russ Truss Type ty Ply D H RT N 13041479 rDR1732D A13 ROOF TRUSS 1 1 (o tional) U- PAN-T LONGWO=,FU,-MiTek Industries, Inc. -4—.2071—SR1 s Aug 1 MI ek Industries, Inc. Fri Mar 14:1 Page 1 -1-0-p 6-9-14 1 13-0-0 1 17-8-0 22-4-0 27-0-0 33-2-2 40-0-0 41-0-0 1-0-0 6-9-14 6-2-2 4-8-0 4-8-0 4-8-0 6-2-2 6-9-14 1-0-0 Scale = 1:71.3 5x6 = 3x4 = 3x4 = 5x6 = 4 5 6 7 5.00 12 3x4 3x4 3 8 7 2 9 1 to- 0 0 3x8 = 17 16 15 14 13 12 11 3x8 2x4 II 3x6 = 3x4 = 3x8 = 2x4 II 3x8 = 3x6 = , 6-9-14 1 13-0-0 20-0-0 1 27-0-0 33-2-2 40-0-0 S 6-9-14 6-2-2 7-0-0 7-0-0 6-2-2 6-9-14 Plate Offsets (X,Y): [ -4- -1- 1,[4: - -0,0- -41, 7: - -0, - -41,[ -4- -1- 1 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.76 Vert(LL) 0.35 14 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.73 Vert(TL) -0.52 14-16 >910 BCLL 0.0 Rep Stress Incr YES WB 0.61 Horz(TL) 0.18 9 n/a BCDL 10.0 Code SBC/ANSI95 1st LC LL Min I/defl = 360 Weight: 206 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-9-3 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-8-9 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 1951 /0-8-0, 9 = 1951 /0-8-0 Max Horz 2=-154(load case 5) Max Uplift2=-1065(load case 4), 9=-896(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3810, 3-4=-3144, 4-5=-2923, 5-6=-3291, 6-7=-2923, 7-8=-3144, 8-9=-3810, 9-10=14 BOT CHORD 2-17=3483, 16-17=3483, 15-16=3262, 14-15=3262, 13-14=3262, 12-13=3262, 11-12=3483, 9-11 =3483 WEBS 3-17=128, 3-16=-640, 4-16=807, 5-16=-532, 5-14=75, 6-14=75, 6-12=-532, 7-12=807, 8-12=-640, 8-11 =128 NOTES (6) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1065 lb uplift at joint 2 and 896 lb uplift at joint 9. 1lp1 13p 5) This truss has been designed with ANSI/TPI 1-1995 criteria. .......... 6) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. jj �:.��C. �•� f.` L LOAD CASE(S) Standard * �• No. 45161 01 OF '� �•• ..oEoa � aL March 22,2002 ®WARMNO - VerVy design parameters and READ NOTES ONTMS AND REVERSE SIDE BEFORE USE. ®—® Design valid for use only with M17ek 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 responslbliity of the erector. Additional permanent bNoIng 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-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installinq and Bracing Rocommondation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI63719. M iTe k® Symbols Numbering System ®General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 11/. * 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. Ye J2 J3 J4 owner and all other interested parties.. '� TOP CHORDS 73 2. Cut members to bear tightly against each Cz other, o WEBS J5 Q 3. Place plates on each face of truss at each * For 4 x 2 orientation, locate o ; ; ¢ joint and embed fully. Avoid knots and wane plates/a" from outside edge of o a �° u at joint locations. truss and vertical web. a o 4, Unless otherwise noted, locate chords laces P at �/4 length(+ 6" from CA C, panel adjacent joint.) BOTTOM CHORDS *This symbol indicates the 5, Unless otherwise noted, moisture content of ® required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates, fabrication. _ 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design, Indicates location of required 11. Bottom chords rec!uire lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown, Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials, � 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. , ® 15. Care should be exercised in handling, TM PA erection and installation of trusses, © 1993 Mitek Holdings, Inc. CLIPNEL FORM018,019 ® ##y0R0,A/R ® ,. ., , Job russ truss type ty Ply R H RT N 13041480 DR173�D A15 ROOF TRUSS 1 1 (optional) A PAN- H, L N W L,.Mi a Industries, Inc. 4.201 SR1 s Aug 20 2001 Mi Fek Industries, Inc. Fri Mar 22 14:1 age 1 -1-0-p 7-9-14 15-0-0 20-0-0 1 25-0-0 32-2-2 40-0-0 41-0-,0 1-0-0 7-9-14 7-2-2 5-0-0 5-0-0 7-2-2 7-9-14 1-0-0 Scale = 1:71. 5x6 = 5.00 FTT 3x4 = 5x6 = 4 5 6 5x6 5x6 3 7 2 8 _ t 8 al hF 0 0 3x8 = 13 12 11 10 3x8 — 2x4 II 5x8 = 5x8 = 2x4 II 7-9-14 15-0-0 25-0-0 32-2-2 40-0-0 7-9-14 7-2-2 10-0-0 7-2-2 7-9-14 Plate Offsets KY): [ :0-4- -1- 1, ( -41, 14: - -0, - -41, [ -41, [7: - - -41,-4-2,0-1- 1, [11: - - -01, LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.89 Vert(LL) 0.29 12 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.85 Vert(TL) -0.65 11-12 >725 BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(TL) 0.17 8 n/a BCDL 10.0 Code SBC/ANSI95 1st LC LL Min I/defl = 360 Weight: 199 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.1 D "Except' TOP CHORD Sheathed. 4-6 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-5-0 oc bracing. BOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 =1951 /0-8-0, 8 =1951 /0-8-0 Max Horz 2=-174(load case 5) Max Uplift2 = -1 045(load case 4), 8=-925(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3712, 3-4=-2926, 4-5=-2706, 5-6=-2706, 6-7=-2926, 7-8=-3712, 8-9=14 BOT CHORD 2-13=3399, 12-13=3395, 11-12=2849, 10-11 =3395, 8-10=3399 WEBS 3-13=147, 3-12=-767, 4-12=677, 5-12=-231, 5-11 =-231, 6-11 =677, 7-11 =-767, 7-10=147 NOTES (6) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1045 lb uplift at joint 2 and 925 lb uplift at joint 8. 5) This truss has been designed with ANSVTPI 1-1995 criteria. !�`� 6) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. �• �• LOAD CASE(S) Standard :• ' * No, 4 5161STATE F QNaL March 22,2002 ®WARNING - VerVy design paranwten 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 Incorporatlon.of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bNcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult GST•88 Quality Standard, DSB-89 Bracing SpecHloatlon, and HIB•91 Handling Installlnq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. M iTek® 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, 8" *For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web, *This symbol indicates the required direction of slots in connector plates. * For tabular plating format refer to the MiTek/Gang-Nail Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS C2 C3 WEBS J5 Cr o_ o 01 U O a s = O U � a ce c? ce O0 BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 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 GANG -NAIL ® #fy0R0.A'R D Failure to Follow Could Cause Property Damage or Personal Injury 1, Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at �/4 panel length(' 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft, spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. , 15. Care should be exercised in handling, erection and installation of trusses. © 1993 Mitek Holdings, Inc. Job russ truss Type ty Ply D R H RT N 13041481 • DR1732D A17 ROOF TRUSS 1 1 (optional) A U- PAN-TH, LONGWOOD, FL, MiTek Industries, Inc. 4.201 R1 s Aug 20 2001 Mr rek Industries, Inc. Fri Mar 22 14:1 Page 1 -1-0-p 6-1-3 11-6-10 17-0-0 23-0-0 28-5-6 33-10-13 1 40-0-0 41-0-,0 1-0-0 6-1-3 5-5-6 5-5-6 6-0-0 5-5-6 5-5-6 6-1-3 1-0-0 Scale = 1:71.4 5x6 = 5x8 = 5.00 r 12 5 6 3x4 3x4 4 7 5x6 � 5x6 7 3 8 n 2 9 1 10a 0 0 3x8 = 16 15 14 13 12 11 3x8 = 3x4 = 3x6 = 3x8 = 3x4 0 3x6 = 3x4 = 8-9-14 17-0-0 1 23-0-0 1 31-2-2 1 40-0-0 8-9-14 8-2-2 6-0-0 8-2-2 8-9-14 Plate Offsets (X,Y): [2:0-4- -1-81, [ - - -3- 1, [ -41, [ :0-5-1 - -81, [ ,0-3-01, [ -4- -1- 1 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.79 Vert(LL) 0.29 14 > 999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.83 Vert(TL) -0.51 11-13 >921 BCLL 0.0 Rep Stress Incr YES WB 0.71 Horz(TL) 0.17 9 n/a BCDL 10.0 Code SBC/ANSI95 1 st LC LL Min I/defl = 360 Weight: 208 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-11-15 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-5-4 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 6-14 REACTIONS (Ib/size) 2 = 1951/0-8-0, 9 = 1951 /0-8-0 Max Horz 2=194(load case 4) Max Uplift2=-1023(load case 4), 9=-951(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3806, 3-4=-3512, 4-5=-2689, 5-6=-2494, 6-7=-2689, 7-8=-3512, 8-9=-3806, 9-10=14 BOT CHORD 2-16=3475, 15-16=3028, 14-15=3028, 13-14=2494, 12-13=3028, 11-12=3028, 9-11 =3475 WEBS 3-16=-316, 4-16=438, 4-14=-722, 5-14=613, 6-14=-0, 6-13=613, 7-13=-722, 7-11 =438, 8-11=-316 NOTES (6) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1023 lb uplift at joint 2 and 9hi uplift at joint 9. truss 5) This truss has been designed with ANSI/TPI 1-1995 criteria. [1 6) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard * No, 4 5161 STATE OF ° ANAL March 22,2002 ®WARNING - VeWy design parameters and READ NOTES ON TB73 AND REVERSE SmE 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 Iiiiiiiiiiiiam 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 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 OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installing and Bracing Rocommondatlon available from Truss Plate Institute, 583 D'Onofrb Drive, Madison, WI 53719. iTek® 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. *For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. *This symbol indicates the required direction of slots in connector plates. * For tabular plating format refer to the MITek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required 40" continuous lateral bracing. Indicates location of joints at which bearings (supports) occur, FORM018,019 Numbering System J2 J3 J4 TOP CHORDS c2 c3 WEBS 4 J5 O _ o O O � a ce c 7 cb BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FA RTH EST TO TH E LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N MITeko TM PANEL CLIP —G ® HYO/JO,A/R ®General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at �/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator, General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10, Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stocks of construction materials. 14, Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses, © 1993 Mitek Holdings, Inc. Job Truss Truss ype ty Ply D R HORTON 13041482 DR1732D A19 ROOF TRUSS 1 1001 1 (optional) A U- PAN- T LONGWOOD,, MiTek Industries, Inc. 4.201 1 s Aug 20 Mr ek Industries, Inc. Fri Mar 22 14:1 Page 1 -j-0-p 6-9-3 1 12-10-10 1 19-0-0 121-0-0, 27-1-6 33-2-13 40-0-0 41-0 0 r 1 1-0-0 6-9-3 6-1-6 6-1-6 2-0-0 6-1-6 6-1-6 6-9-3 Scale = 1:71.3 5x6 = 5x6 = 5 6 5.00 12 3x4 3x4 4 7 5x6 i 5x6 of 3 8 m 2 9 1 10� 6 6 3x8 = 15 14 13 12 11 3x8 = 5x6 = 5x6 = 3x4 = 3x4 = 3x6 = 0 1 9-9-14 1 19-0-0 121-0-0, 30-2-2 1 40-0-0 r- 9-9-14 9-2-2 2-0-0 9-2-2 9-9-14 Plate Offsets (X,Y): [2:0-4- -1- 1, [ :0- - 1, -41, [ - - -41, [ ,0- - 1, [ -4- ,0-1-81, [14: - - -01, [1 -1-1 - -41 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.57 Vert(LL) 0.37 14-15 >999 M1120 249/190 . TCDL 7.0 Lumber Increase 1.33 BC 0.83 Vert(TL) -0.57 14-15 >827 BCLL 0.0 Rep Stress Incr YES WB 0.46 Horz(TL) 0.17 9 n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1 st LC LL Min I/defl = 360 Weight: 203 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-11-1 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-7-13 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-14, 7-13 REACTIONS (Ib/size) 2 = 1951 /0-8-0, 9 = 1951/0-8-0 Max Horz 2=214(load case 4) Max Uplift2=-9990oad case 4), 9=-975(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=29, 2-3=-3939, 3-4=-3579, 4-5=-2575, 5-6=-2304, 6-7=-2575, 7-8=-3579, 8-9=-3939, 9-10 = 29 BOT CHORD 2-15 = 3523, 14-15 = 2946, 13-14 = 2304, 12-13 = 2946, 1 1-12 = 2946, 9-11 = 3523 WEBS 3-15=-408, 4-15=560, 4-14=-863, 5-14=667, 6-13=667, 7-13=-863, 7-11 =560, 8-11 =-408 NOTES (6) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 999 lb uplift at joint 2 and 975 lb uplift at joint 9. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. !�`� b�� 6) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. r [7 7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. X ' ��•Ci f �• LOAD CASE(S) Standard No. 4.5161 c U . T. QNa1. March 22,2002 ®WARMNO • VerW design parameters and READ NOTES ON T13MS 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 Mill 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 Oualffy Standard, DSB•89 Bracing Specification, and HIB•91 Handling Insfalllnq and Bracing Rocommondatlon available from Truss Plate Institute, 593 D'onofrlo Drive, Madison, WI53719. M iTek® Symbols PLATE LOCATION AND ORIENTATION 13/1 * Center plate on joint unless dimensions indicate otherwise, Dimensions are in inches. Apply plates to both sides of truss and securely seat. *For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web, *This symbol indicates the ® required direction of slots in connector plates. * For tabular plating format refer to the MITek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required 4011" continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. Numbering System J2 J3 J4 TOP CHORDS ca c� O WEBS IJ5occ O OU c8 c7 ce BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA HUD/FHA ICBO SBCCI WISC/DILHR 86-93, 85-75, 91-28 TCB 17.08 1591, 1329, 4922 87206, 86217, 9190 870040-N, 930013-N, 910080-N MiTek� PANEL TM CLIP ®General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties., 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at 1/4 panel length(' 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10, Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft, spacing, or less, 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 HYORO,AOR Job russ Truss ype ty Ply N 13041483 DR1732D A2 ROOF TRUSS 2 1 1001 (optional) A U- PAN- H, LONGWOOD, FL, MiTek Industries, Inc. 4.201 SR1 s Aug 20 MI Fek Industries, Inc. Fri Mar 22 14:1 Page 1 j-0-p 7-2-8 1 13-9-0 1 20-0-0 31-6-9 27-5-6 33-4-13 40-0-0 41-010 1-0-0 7-2-8 6-6-8 6-3-0 1-6-0 5-11-6 5-11-6 6-7-3 1-0-0 Scale = 1:71. 5x6 = 5 3x4 11 5.00 FT2- 6 3x4 3x4 4 7 5x6 L14 65x6 3 17 16 6x8 = 15 8 8x — 6x6 = 9 10; aI1 2 19 0 5x12 = O 3x6: 18 14 13 12 11 3.6 = 2.50 Fff 2x4 II 2x4 II 5x8 = 2x4 II 13-4-0 8-2-0 6-11-0 13-9-0 19-0-0 21-6-0 , 27-5-6 33-4-13 40-0-0 , 6-11-0 6-10-0 5-3-0 2-6-0 5-11-6 5-11-6 6-7-3 Plate Offsets (X,Y): [3:0-1-1 - - , [1 :0-4- ,0- - 15:0- -1 - - ►, 1 :0- - -4-4), [17: -7- -4- 1 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.62 Vert(LL) 0.16 2-19 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.40 Vert(TL) -0.20 2-19 >999 BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(TL) 0.04 16 n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1st LC LL Min I/defl = 360 Weight: 237 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-9-14 oc purlins. BOT CHORD 2 X 4 SYP No.2D *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 15-17 2 X 6 SYP No.2ND WEBS 1 Row at midpt 4-16 WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 687/0-8-0, 16 = 2437/0-4-0, 9 = 821 /0-8-0 Max Horz 2=223(load case 4) Max Uplift2=-415(load case 4), 16=-1061(load case 4), 9=-645(load case 5) Max Grav 2=693(load case 6), 16=2437(load case 1), 9=986(load case 7) - FORCES (lb) - First Load Case Only TOP CHORD 1-2=24, 2-3=-1483, 3-4=29, 4-5=1883, 5-6=964, 6-7=882, 7-8=-487, 8-9=-1226, 9-10=29 BOT CHORD 2-19=1308, 18-19=-22, 16-17=-122, 15-16=-1059, 13-15=102, 6-15=-104, 13-14=0, 12-13=3, 1 1-12 = 1035, 9-11 = 1040 WEBS 3-19=-364, 5-16=-2080, 12-15=474, 7-15=-1114, 7-12=131, 8-12=-738, 8-11 =151, 5-15=574, 17-18=53, 4-17=428, 3-17=-1298, 17-19=1517, 4-16=-1548 NOTES (6) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) 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. ,Qi 13 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 415 lb uplift at joint 2, 1061 ��........•' lb uplift at joint 16 and 645 lb uplift at joint 9. P�lFa+ 5) This truss has been designed with ANSI/TPI 1-1995 criteria._ 6) Truss Engineer: Junaidie Budiman, PEff45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. Ir N0.451E1 LOAD CASE(S) Standard STATE OF � t aa� YR�IOv` March 22,2002 AWARMNO - Ver(}y design parameters and READ NOTES ONTWS AND REVERSE SIDE BEFORE USE. ®® Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for on Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for literal support of Individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent brbrcing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult CST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 M iTek® Handling Installlnq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 13/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches, Apply plates to both sides of truss and securely seat. ,All *For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. *This symbol indicates the required direction of slots in connector plates, * For tabular plating format refer to the MITek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required 401, continuous lateral bracing. - 14 FORM018,019 Indicates location of joints at which bearings (supports) occur. Numbering System J2 J3 J4 TOP CHORDS C7 fa- 3 EBS J5 Cr o_ O va c 0 cs Wr BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FA RTH EST TO TH E LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N MITek® PANEL TM CLIP GANG -NAIL ® HYDRO -AIR ®General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at I/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator, General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 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 lype ty Ply D R H RT N - DIRT 732�D A7 ROOF TRUSS 1 2 13041484 (optional) A U- PAN- H, LONGWOOD, FL, MiTek Industries, Inc. 1 SR1 s Aug 20 2001 MI ek Industries, Inc. Fri Mar 22 4:1 1 2002 Page 1 -]-O-p 3-9-14 7-0-0 12-3-7 17-5-2 1 22-6-14 27-8-9 33-0-0 , 36-2-2 , 40-0-0 41-0-,0 1-0-0 3-9-14 3-2-2 5-3-7 5-1-11 5-1-11 5-1-11 5-3-7 3-2-2 3-9-14 1-0-0 Scale = 1:71.3 9x17.5 M1116 = 9x17.5 M1116 = 4x6 = 7x8 = 4x8 = 2x4 II 5.00FTT 4 19 20 5 21 22 23 24 - 25 726 27 288 29 30 9 2x4 2x4 3 10 _ c� 11 � 2 12a 11�e0 6 3x8 = 18 31 32 17 33 34 396 36 37 158 39 40 14 41 42 13 3x8 = 3x4 = 5x6 = 3.8 = 2x4 II 6x10 = 3x4 = ' 7-0-0 1 12-3-7 17-5-2 1 22-6-14 1 27-8-9 33-0-0 , 40-0-0 7-0-0 5-3-7 5-1-11 5-1-11 5-1-11 5-3-7 7-0-0 Plate Offsets (X,Y): [ :0-4- -1- , [4: - -1 - - 1, (:0-4-0,0-4- 1, -1 - - 11: -4- ,0-1- 1, [14: - - del, [1 - -12, - - 1 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.94 Vert(LL) 1.22 15-16 >386 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.99 Vert(TL) -1.01 15-16 >467 M1116 174/126 BCLL 0.0 Rep Stress Incr NO WB 0.67 Horz(TL) -0.30 11 n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1 st LC ILL Min I/dell = 360 Weight: 440 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D *Except* TOP CHORD Sheathed or 4-6-4 oc purlins. 4-6 2 X 6 SYP SS, 6-9 2 X 6 SYP SS BOT CHORD Rigid ceiling directly applied or 3-7-4 oc bracing. BOT CHORD 2 X 4 SYP No.1 D WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=3970/0-8-0, 11=3970/0-8-0 Max Horz 2=-920oad case 5) Max Uplift 2 = -3822(load case 4), 11=-3710(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=29, 2-3=-8611, 3-4=-8850, 4-19=-12015, 19-20=-12016, 5-20=-12018, 5-21=-13878, 21-22=-13878, 22-23=-13878, 6-23=-13878, 6-24=713878, 24-25=-13878, 7-25=-13878, 7-26=-12060, 26-27=-12060, 27-28=-12060, 8-28=-12060, 8-29=-12063, 29-30=-12061, 9-30=-12059, 9-10=-8844, 10-11=-8612, 11-12=29 BOT CHORD 2-18 = 7724, 18-31 = 8229, 31-32 = 8229, 17-32 = 8229, 17-33=12016, 33-34=12016, 34-35=12016, 16-35=12016, 16-36=13795, 36-37 = 13795, 15-37=13795, 15-38=13795, 38-39=13795, 39-40=13795, 14-40=13795, 14-41 =8221, 41-42=8221, 13-42=8221, 11-13=7726 WEBS 3-18=520, 4-18=589, 4-17=4324, 5-17=-1875, 5-16=2134, 6-16=-852, 7-16=95, 7-15=201, 7-14=-1988, 8-14=-911, 9-14=4384, 9-13=586, 10-13=508 NOTES (9) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not bb�+ exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) All plates are M1120 plates unless otherwise indicated. ' �•'�yL �.- 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3822 lb uplift at joint 2 and 3710 lb uplift at joint 1 1 . •� * '. 6) This truss has been designed with ANSI/TPI 1-1995 criteria. ; No. q.516 7) 2-ply truss to be connected together with 10d Common(. 1 48"x3") Nails as follows: Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc, 2 X 6 - 2 rows at 0-9-0 oc. Bottom chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. '• STATEO� ; Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. ; �pr.w�►� aNaL March 22,2002 ®WARNING - VerVy design parameters and READ NOTES ONTHIS 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-68 Quality Standard, DSB-89 Bracing Specification, and HIB-91 M iTe k® Handling Instolling and Bracing Rocommondatlon available from Truss Plate Institute, $83 D'Onofrlo Drive, Madison, WI63719. Symbols PLATE LOCATION AND ORIENTATION 4 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches, Apply plates to both sides of'truss and securely seat. *For 4 x 2 orientation, locate plates I/8" from outside edge of truss and vertical web, *This symbol indicates the required direction of slots in connector plates, * For tabular plating format refer to the MITek/Gang-Nail Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS ca c� o WEBS , J5 Q O o U O a �ti „ _ O U a o co C7 � BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 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. N i @ MiTek® TM PANEL CLIP FORM018,019 GANG -NAIL OO MYORMA/R® j&General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1, Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties,. 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at I/4 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator, General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10, Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 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 I ype ty Ply H RT N _ DR1732b A7 ROOF TRUSS 1 2 13041484 (optional) A U- PAN- H, LONGWOOD, FL, Mi ek Industries, Inc. 4.201 SR1 s Aug 20 2001 Mi Fek Industries, Inc. Fri Mar 22 14:1 1 2002 Page NOTES (9) 8) Special hanger(s) or connection(s) required to support concentrated load(s) 159.51b down and 305.1lb up at 7-0-0, 159.51b down and 305.1lb up at 9-0-12, 159.51b down and 305.11b up at 11-0-12, 159.51b down and 305.11b up at 13-0-12, 159.51b down and 305.11b up at 15-0-12, 159.51b down and 305.1lb up at 17-0-12, 159.51b down and 305.11b up at 19-0-12, 159.51b down and 305.1Ib up at 20-11-4, 159.51b down and 305.1lb up at 22-11-4, 159.51b down and 305.1lb up at 24-11-4, 159.51b down and 305.1lb up at 26-11-4, 159.51b down and 305.11b up at 28-11-4, and 159.5lb down and 305.1lb up at 30-11-4, and 159.51b down and 305.11b up at 33-0-0 on top chord, and 625.1lb down and 577.61b up at 7-0-0, 46.Olb down at 9-0-12, 46.Olb down at 11-0-12, 46.Olb down at 13-0-12, 46.Olb down at 15-0-12, 46.Olb down at 17-0-12, 46.Olb down at 19-0-12, 46.Olb down at 20-11-4, 46.0Ib down at 22-11-4, 46.Olb down at 24-11-4, 46.Olb down at 26-11-4, 46.01b down at 28-11-4, and 46.Olb down at 30-11-4, and 625.1lb down and 577.61b up at 32-11-4 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. 9) Truss Engineer: Junaidie Budiman, PEf/45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 10) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard 1) Regular: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1-4=-74.0, 4-9=-74.0, 9-12=-74.0, 2-11 =-20.0 Concentrated Loads (lb) Vert: 4=-159.5 9=-159.5 18=-625.1 13=-625.1 19=-159.5 20=-159.5 21=-159.5 22=-159.5 23=-159.5 24=-159.5 25=-159.5 26=-159.5 27=-159.5 28=-159.5 29=-159.5 30=-159.5 31 =-46.0 32=-46.0 33=-46.0 34=-46.0 35=-46.0 36=-46.0 37=-46.0 38=-46.0 39=-46.0 40=-46.0 41 =-46.0 42=-46.0 XQ sj r 't No. 4 5161 •� STATE OF o R L March 22,2002 ®WARNING - Ver(jy design parasnetsrs and READ NOTES ON THIS AND REVERSE SWE 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, erection and bracing, consult OST-68 Qualify Standard, DSB-89 Bracing Specification, and HIB-91 M iTek® Handling Installing and Bracing Recommendation available from Truss Plate institute, 583 D'Onofrlo Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 1 �/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat, *For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. *This symbol indicates the ® required direction of slots in connector plates. * For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots, LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. FORM018,019 Numbering System J2 J3 J4 TOP CHORDS ca c3 o WEBS IaoOac8 c7 cFO BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N ri! @ MiTek® ® MYORO,A/R PANEL TM CLIP ®General Safety (Votes Failure to Follow Could Cause Property Damage or Personal Injury 1, Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties„ 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at 1/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection, 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10, Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, 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 Ply D R H RTON 13041485 _ DR1732b A9 ROOF TRUSS 1 1 (optional) A U-SPAN- H, LONGWOOD, FL, Mi ek Industries, Inc. -4-.TO- SR1 s Aug 20 001 Mi rek Industries, Inc. Fri Mar 22 14:15:32 2002 Page 1 -1-0-p 4-9-14 9-0-0 14-6-0 20-0-0 25-6-0 1 31-0-0 35-2-2 40-0-0 41-0-,0 1-0-0 4-9-14 4-2-2 5-6-0 5-6-0 5-6-0 5-6-0 4-2-2 4-9-14 1-0-0 -Scale = 1:71. 5x6 - 5x6 = 3x4 - 5x6 = 3x4 = 5.00 F11 £ 4 5 6 7 8. 2x4 2x4 3 9 a 2 10 1 1 1Iv � 6 d 3x8 = 17 16 15 14 13 12 3x8 = - 3x8 = 4x6 = 3x4 - 3x4 = 4x6 = 3x8 = 9-0-0 16-4-0 23-8-0 31-0-0 40-0-0 9-0-0 7-4-0 7-4-0 7-4-0 9-0-0 Plate Offsets KY): [2:0-4- ,0-1- 1,[4:0--0,0-2-41,[6:0- -0, - -01, [8:0- - ,0-2-41,[10: -4-2, -1- 1, [16:0-3-0,Edgel LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.79 Vert(LL) 0.52 15 >907 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.98 Vert(TL) -0.77 14-15 >615 BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(TL) 0.21 10 n/a BCDL 10.0 Code SBC/ANSI95 1 st LC LL Min I/defl = 360 Weight: 195 lb LUMBER BRACING TOP CHORD 2 X 4_SYP No.2D TOP CHORD Sheathed or 2-4-15 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD . Rigid ceiling directly applied or 3-10-11 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5-17, 7-12 REACTIONS (lb/size) 2 = 1951/0-8-0, 10 = 1951/0-8-0 Max Horz 2=1140oad case 4) Max Uplift2=-1096(load case 4), 10=-963(load case 3) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3855, 3-4=-3566, 4-5=-3329, 5-6=-4558, 6-7=-4558, 7-8=-3329, 8-9=-3566, 9-10=-3855, 10-11=14 BOT CHORD 2-17=3507, 16-17=4389, 15-16=4389, 14-15=4755, 13-14=4389, 12-13=4389, 10-12=3507 WEBS 3-17=-237, 4-17=1007, 5-17=-1300, 5-15=387, 6-15=-283, 6-14=-283, 7-14=387, 7-12=-1300, 8-12 =1007, 9-12 =-237 NOTES (6) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, .using 5,0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1096 lb uplift at joint 2 and 963 lb uplift at joint 10. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. pp 6) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 7) THIS DESIGN CONFORMS, WITH FBC 2001, BASED ON PARAMETERS INDICATED. l� �••�`�� j�+qr LOAD CASE(S) Standard �� l" * No, 4 5161 a` Lt '; � 4TFATE OF .t JOR ®WARNING - Ver{jy design pamrneters 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 bibcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult CST•88 Quality Standard, DSB•89 Bracing Specfficatlon, and HIB-91 Handling Installinq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofilo 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. Ya T *For 4 x 2 orientation, locate plates/e" from outside edge of truss and vertical web. *This symbol indicates the required direction of slots in connector plates. * For tabular plating format refer to the MiTek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots, Second dirrrension is the length parallel to slots. LATERAL BRACING Indicates location of required 40" continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. FORM016,019 Numbering System J2 J3 J4 TOP CHORDS Cz C3 cc WEBS J5 p _ o Cr O �til Uace c7 cc0 BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N MiTek� PANEL TM CLIP ® HYDRO -AIR r Failure to Follow Could Cause Property Damage or Personal Injury 1, Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at I/4 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of. fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15, Care should be exercised in handling, erection and installation of trusses.. © 1993 Mitek Holdings, Inc. Job Truss Truss Type Qty Ply D R HORTON 13041486 DR1732b AG1 ROOF TRUSS 1 1 (optional) A U- PAN- H, L N W D, L, MiTek Industries, Inc. 4.201 SR1 s Aug 20 2001 MiTek Industries, Inc. Fri Mar 22 14:15: 4 2002 Page 1 j-0-p 6-11-0 20-0-0 31-6-9 27-5-6 33-4-13 1 40-0-0 41-0;0 1-0-0 6-11-0 13-1-0 1-6-0 5-11-6 5-11-6 6-7-3 1-0-0 - Scale = 1:71. 5x6 = 5 3x4 II 5.00 FIT 6 4x6 4 3x4 7 5x6 3 II 5x6 cc 3 t 7 16 1 5 8 x12 = 8x10 = Sx8 = 3 II 9 alt 2 19 3T101v 0 5x8 = p 3x6 18-- 14 13 12 - `-11 3x6 = 2.50 FTT 5x8 = 1380 6-11-0 1 13-8-0 18-10-0 , 21-6-0 ,. 27-5-6 1 33-4-13 1 40-0-0 6-11-0 6-9-0 5-2-0 2-8-0 5-11-6 5-11-6 6-7-3 Plate Offsets MY):[3:0-3-0,0-3-01,[5:0-2-0,0-0-81,(:0- - - -01, O : -4- - - 1,[15: - -1 -4- 1 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.48 Vert(LL) . 0.14 2-19 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.43 Vert(TL) -0.17 2-19 >934 BCLL 0.0 Rep Stress Incr NO WB 0.95 Horz(TL) 0.07 18 n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1 st LC LL Min I/defl = 360 Weight: 307 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-10-5 oc purlins. BOT CHORD 2 X 4 SYP No.2D *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 15-17 2 X 6 SYP No.2ND WEBS 1 Row at midpt 3-17 WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 685/0-8-0, 18 = 500/0-8-0, 16=1809/0-8-0, 9 = 951 /0-8-0 Max Horz 2=223(load case 4) Max Uplift 2 = -413(load case 4), 18=-427(load case 4), 16=-739(load case 5), 9=-630(load case 5) Max Grav 2=694(load case 6), 18 = 768(load case 6), 16 = 1809(load case 1), 9=957(load case 7) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=24, 2-3=-1472, 3-4=353, 4-5=987, 5-6=96, 6-7=-141, 7-8=-813, 8-9=-1544, 9-10=29 BOT CHORD 2-19=1299, 18-19=-11, 17-18=-439, 4-17=-171, 16-17=-325, 15-16=-380, 13-15=104, 6-15=-127, 13-14=0, 12-13=9, 11-12=1325, 9-11=1330 WEBS 3-19=-240, 17-19=1427,13-17=-1559, 4-16=-512, 5-16=-1571, 5-15=826, 12-15=862, 7-15=-622, 7-12=-127, 8-12=-726, 8-11 =150 NOTES (9) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 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 1p1 131 t�� "Standard Gable End Detail" ....,3 4) All 2x4 M1120 indicated. ' plates are unless otherwise ,.•'.�lFlo 5) Gable studs spaced at 2-0-0 oc. �j. ' 6) Bearing at joint(s) 2, 18 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer �. should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 413 lb uplift at joint 2, 427 lb No. 41" uplift at joint 18, 739 lb uplift at joint 16 and 630 lb uplift at joint 9. 8) This truss has been designed with ANSI/TPI 1-1995 criteria. i1 ' 9) Truss Engineer: Junaidie Budiman, PEf145161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. �+ 1 TAT F 10) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. p i -'•c[�f LOAD CASE(S) Standard �V/ Ry`'���• ®lYi'i!w March 22,2002 ®WARNING - VeWy design parameters and READ ]VOTES ON TMS AND REVERSE S1DE 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 bricing of the overall structure is the responsibility of the bulkJing 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 WWI Installlnq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofilo Drive, Madison, WI $3719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/1. *center plate or; 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, Ye J2 J3 J4 owner and all other interested parties.. fie TOP CHORDS 73 2. Cut members to bear tightly against each T ca other, WEBS J5 a:3, Place plates on each face of truss of each * For 4 x 2 orientation, locate o ; Q joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of V O a _ at joint locations. truss and vertical web. LN_ a o 4. Unless otherwise noted, locate chord splices I at /4 panel length(+ 6" from adjacent joint,) C, BOTTOM CHORDS *This symbol indicates the 5, Unless otherwise noted, moisture content of ® required direction of slots in J, 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 anon -structural consideration and MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements, The first dimension is the width 4 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design, Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur, stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional M iTek° engineer. , ® 15, Care should be exercised in handling, TM PANEL erection and installation of trusses, © 1993 Mitek Holdings, Inc. CLIP FORM018,019 HYORMAIR® " Job Truss Truss ype ty Ply D R H R N 13041487 : DR1732b AG2 ROOF TRUSS 1 1 (optional) A U- PAN-TH, LONGWOOD, FL, MiTek Industries, Inc. 4.201 SR1 s Aug 20 2001 MiTek Industries, Inc. Fri Mar 22 14:15: 5 2002 Page 1 1-0-01 6-11-0 15-10-3 20-6-0 F1-6-9 1-0-0 6-11-0 8-11-3 4-7-13 1-0-0 Scale = 1:40.0 4x8 II 6 3x4 II 5 7 8 ]4 0 IC 6x8 = 2x4 II 3x4 - _ 4x6 5x6 - 2x4 4 x II 3 _ 5.00 12 2x4 II x II x II n m cb v v v 2 2x4 II12 5x8 = dI7 2x4 11 2x4 11 2x4 II 3x4 = 2.50 12 2x4 II 6-11-0 13-8-0 18-10-0 , 20-6-0 6-1-1-0 6-9-0 5-2-0 1-8-0 Plate Offsets KY): [3:0-3-0, -3- 1,[10: - -1 -4-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.44 Vert(LL) 0.13 2-12 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.42 Vert(TL) -0.16 2-12 >986 BCLL 0.0 Rep Stress Incr NO WB 0.74 Horz(TL) 0.07 11 n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1st LC LL Min I/defl = 360 Weight: 128 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-10-1 oc purlins. BOT CHORD 2 X 4 SYP No.2D *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 7-10 2 X 6 SYP No.2ND WEBS 1 Row at midpt 10-12, 4-10 WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 707/0-8-0, 11 = 912/0-8-0, 9 = 458/0-8-0 Max Horz 2=408(load case 4) Max Uplift 2=-353(load case 4), 11=-575(load case 4), 9=-331(load case 5) Max Grav 2=707(load case 1), 11=912(load case 1), 9=470(load case 7) FORCES (lb) - First Load Case Only TOP CHORD 1-2=24, 2-3=-1568, 3-4=-1392, 4-5=40, 5-6=252, 6-7=277, 7-8=33 BOT CHORD 2-12=1388, 11-12=-10, 10-11 =-850, 5-10=-241, 9-10=81, 7-9=-205 WEBS 4-12=-265, 10-12=1510, 4-10=-1337, 6-10=-372, 6-9=-327 NOTES (8) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 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. It 13��� 5) Bearing at joint(s) 2, 11 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer ......... should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 353 lb uplift at joint 2, 575 lb ' %��.P 4i�i• uplift at joint 11 and 331 lb uplift at joint 9. 7) This truss has been designed with ANSI/TPI 1-1995 criteria. �' 8) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. ; N0 451E1 9) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. STATE OF LOAD CASE(S) Standard 0Rt0�'�''� March 22,2002 ®WARMNO - VerW design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. e�®® 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 bulkJing 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 fabrloation, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 �Tek® Handling Installinq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. r-- - --- - -- — -- ---___ -- ___ --- -- --- - --- Syb®Is PLATE LOCATION AND ORIENTATION 4 * Center plate on joint unless dimensions indicate otherwise, Dimensions are in inches. Apply plates to both sides of,truss and securely seat, 8" *For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. *This symbol indicates the ® required direction of slots in connector plates. * For tabular plating format refer to the Mitek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dinTension is the length parallel to slots. LATERAL BRACING Indicates location of required 401�1 continuous lateral bracing. BEARING n,A Indicates location of joints at which bearings (supports) occur. FORM018,019 J2 J3 J4 TOP CHORDS c2 c� o WEBS J5 o _ o cr O �y U F- a c8 c7 cs 00 BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N l MiTek® TM ����® PANEL CLIP MYDROA/R ►� - -• .-cam Failure to Follow Could Cause Property Damage or Personal Injury 1, Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties., 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully, Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at I/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of. fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11, Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13, Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. , 15. Care should be exercised in handling, erection and installation of trusses, © 1993 Mitek Holdings, Inc. Job russ I russ I ype ty Ply D R HORTON 13041488 - DR1732D BG ROOF TRUSS 1 1 (optional) A U PAN- H, L N W , L, MiTek Industries, Inc. 4.201 SR1 s Aug 20 2001 MI ek Industries, Inc. Fri Mar 22 14:1 age 1 ,-1-0-0, 5-8-6 10-9-0 15-9-10 21-6-0 22-6-0, 1-0-0 5-8-6 5-0-10 5-0-10 5-8-6 1-0-0 Scale = 1:39.4 4x6 4 2x4 If 2x4 II 5.00 (T T 2x4 11 2x4 3x4 i 3x4 2x4 113 5 2x4 II 2x4 11 o o 2x4 11 x II x II 2 F1 6 411 Li 7 [v 0 0 3x6 —_ 31 32 33 10 34 35 369 37 38 8 39 40 41 3x6 — 2x4 II 2x4 II 2,4 11 2x4 II 2x4 It 3x8 — 2x4 II 2x4 11 7x8 = 2x4 II 2.4 II 5-8-6 1 10-9-0 1 15-9-10 1 21-6-0 5-8-6 5-0-10 5-0-10 5-8-6 Plate Offsets (X,Y): [ :0-7- - -1 1, (-7-5,0- -1 ], [8:0-4- -4-8] LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.43 Vert(LL) 0.11 9-10 > 999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.60 Vert(TL) -0.17 8-9 > 999 BCLL 0.0 Rep Stress Incr NO WB 0.48 Horz TL) 0.05 6 n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1 st LC LL Min I/defl = 360 Weight: 139 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-8-8 oc purlins. BOT CHORD 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 6-4-13 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 1469/0-8-0, 6=1418/0-2-0 (input: 0-1-8) Max Horz 2=1330oad case 4) Max Uplift2=-821(load case 4), 6=-666(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=34, 2-3=-2700, 3-4=-1875, 4-5=-1875, 5-6=-2769, 6-7=33 BOT CHORD 2-31 = 2407, 31-32 = 2407, 32-33 = 2407, 10-33 = 2407, 10-34 = 2407, 34-35 = 2407, 35-36 = 2407, 9-36 = 2407, 9-37 = 2488, 37-38 = 2488, B-38 = 2488, 8-39 = 2488, 39-40 = 2488, 40-41 = 2488, 6-41 = 2488 WEBS 3-10=302, 3-9=-817, 4-9=1010, 5-9=-906, 5-8=312 NOTES (9) 11 This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 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" it b� f 4) Gable studs spaced at 2-0-0 oc. !� [7Ll 5) WARNING: Required bearing size at joint(s) 6 greater than input bearing size. _� ,. ••"•••• �A 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 821 lb uplift at joint 2 and 666 lb at joint 6. ac(`••. uplift �•'CJ• 7) This truss has been designed with ANSI/TPI 1-1995 criteria.' 8) Special hanger(s) or connection(s) required to support concentrated load(s) 59.01b down and 28.81b up at 2-0-0, 66.61b * down and 46.51b up at 2-4-15, 66.61b down and 46.51b up at 4-4-15, 66.61b down and 46.51b up at 6-4-15, 66.61b No. 45161 down and 46.51b up at 8-4-15, 66.61b down and 46.51b up at 10-4-15, 66.61b down and 46.51b up at 12-4-15, 66.61b „� r down and 46.51b up at 14-4-15, 66.61b down and 46.51b up at 16-4-15, and 66.61b down and 46.51b up at 18-4-15, r . ':eon and 59.01b down and 28.81b up at 19-6-0 on bottom chord. Design for unspecified connection(s) is delegated to the ; S�"ATE �F building designer. ;6 9) Truss Engineer: Junaidie Budiman, PE#45161 . Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. •. (O 10) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. s(j •�••r.wo••�~ , WAL LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 March 22,2002 ®WARNING - Ver{%g design parameters and READ NOTES ON TMS 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 brhrcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST•88 Quality Standard, DSB-89 Bracing Speclficatlon, and HIB-91 WWII Installing and Bracing Recommendation avallable from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. Symbols Numbering System ®General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t 34 * Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. 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, property securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each cz other. o J5 Cl 3. Place plates on each face of truss at each *For 4 x 2 orientation, locate 0 " 3 cc Z joint and embed fully. Avoid knots and wane plates from outside edge of o_ d �y V at joint locations. truss and vertical web. d a o 4. Unless otherwise noted, locate chords lices 1 pc8 at /4 length(+ 6" from panel adjacent joint,) BOTTOM CHORDS *This symbol indicates the 5. Unless otherwise noted, moisture content of - required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements, The first dimension is the width 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, 401, 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 salter truss member or plate without prior approval of a professional M iTek® engineer. ® 15. Care should be exercised in handling, TM erection and installation of trusses. PA © 1993 Mitek Holdings, Inc. CLIPNEL FORM018,019 MANG-NAJL ® HYDRO -AIR ® - ` Job russ Truss Type ty Ply DHORTON - DR1732b BG ROOF TRUSS 1 1 13041488 (optional) A U PAN- H, LONGWOOD, FL, MI ek Industries, Inc. 4.201 SR1 s Aug 20 2001 Mw Fek Industries, Inc. Fri Mar 22 14:1 Page LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-4=-74.0, 4-7=-74.0, 2-6=-20.0 Concentrated Loads (Ib) Vert: 31 =-59.0 32=-66.6 33=-66.6 34=-66.6 35=-66.6 36=-66.6 37=-66.6 38=-66.6 39=-66.6 40=-66.6 41 =-59.0 .�•P�iFI'��/ r * ' No. 4.5161 STATE OFOR QNaL March 22,2002 A 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 boded vertically. Applicability of design parameters and proper Incorporation of component B 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 fabrbatlon, quality control, storage, delivery, erection and bracing, consult CST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installlnq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onolrlo Drive, Madison, WI 53719. - M iTek® Symbols Numbering System ®General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13i. *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. J2 J3 J4 owner and all other interested parties„ TOP CHORDS 2, Cut members to bear tightly against each cz other, o WEBS J5 a:3, Place plates on each face of truss at each *For For 4 x 2 orientation, locate ; ; joint and embed fully. Avoid knots and wane plates/e" from outside edge of O a �ti V at joint locations, truss and vertical web, a o 4. Unless otherwise noted, locate chordsplices at I/4 length(+ 6" from c,3 �, c6 panel adjacent joint,) BOTTOM CHORDS *This symbol indicates the 5. Unless otherwise noted, moisture content of - required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements, The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed_, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility 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, 111 PANEL TM erection and installation of trusses. © 1993 Mitek Holdings, Inc. EIR. CLIP FORM018,019 GANG -NAIL HYDRO -AIR® Job Truss Truss Type Oty Ply HORTON 13041489 DR1732b CG ROOF TRUSS 1 1 (optional) A U A - H, LONGWOOD, FL, MiTek Industries, Inc. 4.201 R1 s Aug 20 2001 Mi ek Industries, Inc. Fri Mar 22 14:15:37 2002 Page 1 -1-0-0 6-1 1-0 13-10-0 14-10-0 r � 1-0-0 6-11-0 6-11-0 1-0-0 Scale = 1:27.1 4x6 = 3 2x4 II 2x4 II 5.00 12 6 2 2x4 II 5x6 = 2x4 II 4 5 2.50 FIT 3x4 = 3x4 6-1 1-0 13-10-0 6-11-0 6-11-0 Plate Offsets (X,Y):-0-01,[1 - - 1 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.70 Vert(LL) -0.07 6 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.38 Vert(TL) -0.13 2-6 > 999 BCLL 0.0 Rep Stress Incr NO WB 0.20 Horz(TL) 0.07 4 n/a BCDL 10.0 Code SBC/ANS195 1st LC LL Min I/defl = 360 Weight: 52 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-2-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 9-7-12 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=722/0-8-0, 4=722/0-8-0 Max Horz 2=-90(load case 5) Max Uplift 2 = -391 (load case 4), 4=-391(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=12, 2-3=-1389, 3-4=-1389, 4-5=12 BOT CHORD 2-6 = 1293, 4-6 = 1293 WEBS 3-6=659 NOTES (8) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" 4) Gable studs spaced at 2-0-0 oc. 5) Bearing at joint(s) 2, 4 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. lQi 19r f� 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 391 lb uplift at joint 2 and 13 391 lb uplift at joint 4. _� ,..•-••••..••� 7) This truss has been designed with ANSI/TPI 1-1995 criteria. ' • `��i(`r�,�f 8) Truss Engineer: Junaidie Budiman, PEN45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. ��' 9) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. : �•�r{F * NO, 4.5161 ,t LOAD CASE(S) Standard � S%4ORl4?.�',� ANAL ® WARMNO - Verify design parameters and READ NOTES ONTJM AND REVERSE SWE BEFORE USE. ra 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 responslblilty of the erector. Additional permanent br�acing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Spectflcatlon, and HIS-91 Handling Installlnq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI53719. MiTek® 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. *For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. *This symbol indicates the required direction of slots in connector plates. * For tabular plating format refer to the MITek/Gang-Nail Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS cz 73- J5 a:WEBS 0 0 cc I U ce c? cc00 BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots, Second dimension is the length parallel to slots, BOCA 86-93, 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. MiTeko O ���® TM PANEL CLIP FORM018,019 GANG -NAIL HyORO,Alp@ ®General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3• Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at r/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 of 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 Ply R HORTON DR1732b J ROOF TRUSS 14 1 13041490 (optional) A U- PAN- L N W D, L, Mi ek Industries, Inc. 4.201 SR1 s Aug 20 2001 Mi ek Industries, Inc. Fri Mar 22 14:15:38 2002 Page 1 -1-0-0 7-0-0 1-0-0 7-0-0 3 Scale = 1:16.7 5.00 FIT 2 4 2x4 — 7-0-0 7-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.63 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0:16 Vert(TL) 0.24 1-2 >69 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/ANS195 (Matrix) 1st LC LL Min I/defl = 360 Weight: 23 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=234/Mechanical, 2=424/0-8-0, 4 = 66/Mechanical Max Horz 2 = 221(load case 5) Max Uplift3=-250(load case 5), 2=-1680oad case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=29, 2-3=75 BOT CHORD 2-4=0 NOTES (5) 1) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 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 250 lb uplift at joint 3 and 168 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 6) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard �;'• 'G ci * No.451E1 i � 0T'Al'E OF S440r."o�1`' oNaL March 22,2002 AwARm11NO - Veri& design pammeters and READ NOTES ON THIS AND RE VERSE SIDE BEFORE USE. o 0 Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for on Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss 199 designer. Bracing shown Is for lateral support of Individual web members only. Addtional-temporary bracing to Insure stability during construction Is the ATM responslblllty 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-a9 Bracing Speclllcation, and HIB-91 A Handling Installing and Bracing Rocommondation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. M e IT��® 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, *For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web, *This symbol indicates the required direction of slots in connector plates, * For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots, LATERAL BRACING Indicates location of required 40", continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. FORM018,019 Numbering System J2 J3 J4 TOP CHORDS C2 o WEBS cc IJ5 OCr U �y' O O aca0O BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N MiTeko PANEL TM CLIP ® HYDRO AW Failure to Follow Could Cause Property Damage or Personal Injury l . Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at �/4 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10, Top chords must be sheathed or purlins provided at spacing shown on design, 11, Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member iember or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses. © 1993 Mitek Holdings, Inc. job Truss I russ I ype ty Ply R HORTON 13041491 DR1732D J2 MONO TRUSS 9 1 (optional) A U- PAN-T , L N W D, FL, Mi ek Industries, Inc. 4. 1 1 s Aug 1 Mi ek Industries, Inc. ri Mar 14:15: 0 Page 1 -1-0-0 2-0-0 1-0-0 2-0-0 2x4 11 Scale = 1:7. 3 5.00 FTT 2 2x4 - 1 4 2.4 II �. 2-0-0 2-0-0 Plate Offsets (X,Y): [ -1- -1- 1 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.07 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.01 Vert(TL) 0.00 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a BCDL 10.0 Code SBC/ANSI95 1 st LC LL Min I/defl = 360 Weight: 9 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-0-0 oc purlins, except end verticals. 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=166/0-1-8, 4=87/0-1-8 Max Horz 2=90(load case 4) Max Uplift2=-108(1oad case 4), 4=-61(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-0, 3-4=-68 BOT CHORD 2-4=0 NOTES (6) 1) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 4. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 108 lb uplift at joint 2 and 61 lb uplift at joint 4. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. lQi �� f� 7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. i7 y r LOAD CASE(S) Standard ��1/��, `•. ' l� No. 4 5161 U ... STATE OF /.1 o R Boa oar. March 22,2002 ®WARMNO - VerM design parameters and READ NOTES ON TWS AND REVERSE SIDE BEFORE USE. e 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 brarcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB•89 Bracing Specification, and HIB-91 M iTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI 53719. Symbols PLATE LOCATION AND ORIENTATION -44 to-1'/4 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches, Apply plates to both sides of truss and securely seat, /8 *For 4 x 2 orientation, locate plates 1 /8" from outside edge of truss and vertical web, *This symbol indicates the required direction of slots in connector plates, * For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots, Second dimension is the length parallel to slots, LATERAL BRACING Indicates location of required 4011, continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. FORM018,019 Numbering System J2 J3 J4 TOP CHORDS c2 c3 WEBS J5 0cr 0 O a 1y u V O a ce c7 ce 00 BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N MiTeke TM ���® PANEL CLIP ® HYDRO -AIR ,,General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1, Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties„ 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully, Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at I14 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection, 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13, Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. © 1993 Mitek Holdings, Inc. , Job Truss ruse Type ty Ply R H R N 13041492 DR1732b K ROOF TRUSS 4 1 (optional) A U- AN- H, LONGWOOD, FL, Mi ek Industries, Inc. 4.201 SR1 s Aug 20 2001 Mi Fek Industries, Inc. Fri Mar 22 14:15:40 2002 Page 1 -1-0-0 5-0-0 1-0-0 5-0-0 3 Scale = 1:13. 5.00 fTT 2 4 2x4 - 5-0-0 5-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL , 30.0 Plates Increase 1.33 TC 0.30 Vert(LL) n/a - n/a MII20 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.08 Vert(TL) 0.08 1-2 >210 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1 st LC LL Min I/dell = 360 Weight: 17 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) 3 = 155/Mechanical, 2=335/0-8-0, 4=46/Mechanical Max Horz 2 = 161(load case 5) Max Uplift3=-174(load case 5), 2=-152(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2 = 29, 2-3 = 50 BOT CHORD 2-4=0 NOTES (5) 1) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category ll, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 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 174 lb uplift at joint 3 and 152 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 6) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard XV N0,45161 `4c ANAL March 22,2002 ®WARMNO - DerW 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 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 M iTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI 53719. Symbols PLATE LOCATION AND ORIENTATION 13/, * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat, . ,All �f *For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. *This symbol indicates the required direction of slots in connector plates. * For tabular plating format refer to the MITek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots, Second dirrrension is the length parallel to slots. LATERAL BRACING Indicates location of required 40" continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. Numbering System J2 J3 J4 TOP CHORDS cz 73 Q WEBS J5 0 0 u �3 � ; cc U O o � a o C, C6 0 BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N Im! 0 MiTeko WM TM PANEL CLIP ®General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at �/4 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator, General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13, Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. © 1993 Mitek Holdings, Inc. FORM018,019 ® HYDRO -AIR > Job russ I russ ype ty Ply R HORTON 13041493 DR17326 L ROOF TRUSS 4 1 (optional) A U- AN- H, L N W D, L, MiTek Industries, Inc. 4.201 SR1 s Aug 20 2001 Mi Fek Industries, Inc. Fri Mar 22 14:15:41 2002 Page 1 -1-0-0 3-0-0 1-0-0 3-0-0 3 Scale = 1:8. 5.00 FIT 2 >< 1 4 ' ,f 2x4 = 3-0-0 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 0.11 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) 0.01 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/ANS195 (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=69/Mechanical, 2=253/0-8-0, 4=26/Mechanical Max Horz 2 = 101(load case 5) Max Uplift3=-97(load case 5), 2=-144(load case 4) FORCES Ub) - First Load Case Only TOP CHORD 1-2=29, 2-3=-54 BOT CHORD 2-4=0 NOTES (5) 1) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 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 97 lb uplift at joint 3 and 144 lb uplift at joint 2. 4) This truss has been designed with ANSUTPI 1-1995 criteria. 5) Truss Engineer: Junaidie Budiman, PE1145161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 6) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard . ,k * No. 4 5161 STATE 4F , �J etoRll anra�. March 22,2002 ®WARNING - VerW design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. ra—® 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, consuff OST-68 Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onohlo Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 1 �/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches: Apply plates to both sides of truss and securely seat. *For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. *This symbol indicates the required direction of slots in connector plates. * For tabular plating format refer to the MiTek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. FORM018,019 Numbering System J2 J3 J4 TOP CHORDS cz 73- a:WEBS J5 o_ 0 O a 1�y u V O r- a ce c? . � BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHESTTOTHE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N 79! 0 MiTeke PANEL TM CLIP GANG -NAIL ® HYORO.!/R O ®General Safety (Votes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties., 2• Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4• Unless otherwise noted, locate chord splices at 1/4 panel length(+ 6" from adjacent joint.) 5• Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10• Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, 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. cut 14• Do not . ��� or alter truss member or piste without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses, © 1993 Mitek Holdings, Inc. j Job Truss russ ype ty Pty R H RT N DR17326 M ROOF TRUSS 8 1 13041494 (optional) A U- PAN- H, LONGWOOD, FL, Mi ek Industries, Inc. 4.201 SRI s Aug 0 MITe Industries, Inc. Fri Mar 22 1 :1 :4 Page 1 -1-0-0 1-0-0 1-0-0 1-0-0 3 Scale = 1:5.3 5.00 12 2 4 1 2x4 = 1-0-0 J 1-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.08 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(TL) 0.01 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/ANS195 (Matrix) 1st LC LL Min I/defl = 360 Weight: 5 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3 = - 1 7/Mechanical, 2=177/0-8-0, 4=9/Mechanical Max Horz 2=53(load case 4) Max Uplift 3 = -25(load case 5), 2=-138(load case 4) Max Grav 3=31(load case 4), 2=177(load case 1), 4=9(load case 1) FORCES (lb) - First Load Case Only TOP CHORD 1-2=28, 2-3=-37 BOT CHORD 2-4=0 NOTES (5) 1) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 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 25 lb uplift at joint 3 and 138 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 6) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard t * No.45161 STATE OF March 22,2002 ®WARNING - Vsr(jy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valki for use only with MITek connectors. This design is based only upon parameters shown, and is for an Individual building component to =Ml be _ Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss - —Ma Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure-stablllty during construction is the responsibility of the erector. Additional permanent brliclnq 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 Handling Installlnq and Bracing Rocommondatlon available from Truss Plate Institute, $83 D'Onofrlo Drive, Madison, WI53719. M iTek® Symbols PLATE LOCATION AND ORIENTATION 13/1 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. *For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. *This symbol indicates the required direction of slots in connector plates. * For tabular plating format refer to the MiTek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing, ItEi4-!El FORM018,019 Indicates location of joints at which bearings (supports) occur. Numbering System J2 J3 J4 TOP CHORDS cz c3 WEBS J5 O _ O O a t U O a ce c7 u Or BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N MiTeko PANEL TM CLIP GANG -NAIL ® HYDRO -AIR ® ' Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at I/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12, Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses, © 1993 Mitek Holdings, Inc. v Job Truss truss I ype Qty Ply R HORT N • DR17326 S ROOF TRUSS 2 1 13041495 (optional) A U- AN- H, LONGWOOD, FL, MiTek Industries, Inc. 4.201 SR1 s Aug 20 s, Inc. Fri Mar 22 14:17: Page 1 -1-5-0 5-3-5 9-10-13 1-5-0 5-3-5 4-7-8 Scale = 1:18.9 4 9 3.54 Fff 3x4 3 8 2 10 11 7 12 6 5 2x4 II 3x4 = 2x4 - 5-3-5 9-10-13 5-3-5 4-7-8 • LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.74 Vert(LL) 0.07 6-7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.42 Vert(TL) -0.08 6-7 >999 BCLL 0.0 Rep Stress Incr NO WB 0.41 Horz(TL) -0.02 5 n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1 st LC ILL Min Udefl = 360 Weight: 41 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 5-11-15 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 4 = 189/Mechanical, 2=635/0-11-5, 5 = 398/Mechanical Max Horz 2=218(load case 2) Max Uplift4 = -243(load case 3), 2=-536(load case 2), 5=-354(load case 3) FORCES Ilb) - First Load Case Only TOP CHORD 1-2=29, 2-8=-1100, 3-8=-1003, 3-9=-88, 4-9=44 BOT CHORD 2-10=1002, 10-11 =1002, 7-11 =1002, 7-12=1002, 6-12=1002, 5-6=0 WEBS 3-7=187, 3-6=-1070 NOTES (6) 1) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 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 243 lb uplift at joint 4, 536 lb uplift at joint 2 and 354 lb uplift at joint 5. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) Special hanger(s) or connection(s) required to support concentrated load(s) 150.Olb up at 4-3-11, and 161.71b down and 395.3Ib up at 7-1-10 on top chord, and 21.61b up at 1-5-12, and 12.1lb down at 4-3-11, and 52.1lb down at 7-1-10 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. 6) Truss Engineer: Junaidie Budiman, PEN45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard �Q1�lF�C�f 'Cyr ` 1) Regular: Lumber Increase = 1.33, Plate Increase=1.33 rr Uniform Loads (plf) I" Vert: 1-4=-74.0, 2-5=-20.0 * Concentrated Loads (lb) • NO, 45161 Vert: 8=10.1 9=-161.7 10=21.6 11 =-12.1 12=-52.1 STATE OF ,• �� ;'•� n R 40 0�'•���' ®WARNING - VerVy design parameters and READ NOTES ONTffiS 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 HIB•91 Handling Installinq and Bracing Recommendation ovallabie from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719, M iTek® Symbols PLATE LOCATION AND ORIENTATION 13/. * Center plate on joint unless dimensions indicate otherwise, Dimensions are in inches. Apply plates to both sides of truss and securely seat, T *For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. *This symbol indicates the required direction of slots in connector plates. * For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS c2 c� WEBS J5 0 0 cr O Q. ati is M O a ce a . BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 401, continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTeke PANEL TM CLIP FOR M018,019 —G— L ® HY0R0v4/R ►s�c� Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties., 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at �/4 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator, General practice is to camber for dead load deflection, 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15, Care should be exercised in handling, erection and installation of trusses, © 1993 Mitek Holdings, Inc. .t .! t Job russ russ ype ty Ply D H R N DR1732b S1 MONO TRUSS 2 1 13041496 (optional) A AN- H, LONGWOOD, FL, MiTek Industries, Inc. 4.201 1 s Aug 20 2001 Mi Fek Industries, Inc. Fri Mar 22 14:1 :44 2002 Page 1 -1-5-0 2-9-15 1-5-0 2-9-15 2x4 11 Scale = 1:7.3 3 3.54 12 2 0 3x6 = 1 5 4 zxa li 2-9-15 2-9-15 • Plate Offsets IX,Y): [ -1--1 ,0-1- 1 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.15 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.01 Vert(TL) 0.02 1 > 999 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 4 n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1st LC LL Min I/defl = 360 Weight: 12 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-9-15 oc purlins, except end verticals. 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=258/0-1-8, 4=79/0-1-8 Max Horz 2 = 91(load case 2) Max Uplift2=-195(load case 2), 4=-45(load case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=29, 2-3=-38, 3-4=-64 BOT CHORD 2-5=-0, 4-5=-0 NOTES (7) 1) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Bearing at joint(s) 4 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 4. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 195 Ib uplift at joint 2 and 45 lb uplift at joint 4. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) Special hanger(s) or connection(s) required to support concentrated load(s) 21.61b up at 1-5-12 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. i13 7) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cit. N., Pembroke Pines, FL 33331. , ►••.......,� 8) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. �•:`�,"SlFl�+Q •. LOAD CASE(S) Standard * 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 ;� No.45161 Uniform Loads (plf) "C3 Vert: 2-4 = -20.0, 1-3 = -74.0 Concentrated Loads (lb) E �. ID • Oi F NOTATE Vert: 5 = 21.6 Q WAL March 22,2002 AIVARNINO - Verwy 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 lot 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 brlacing 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-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 M iTe k® Handling Instollinq and Bracing Recommendation available from Truss Plate Institute, 583 D'onofrlo Drive, Madison, W 153719. Symbols PLATE LOCATION AND ORIENTATION 4 10,1'/4 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. Y8 *For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. *This symbol indicates the required direction of slots in connector plates. * For tabular plating format refer to the MiTek/Gang-Nail Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS c2 c3 WEBS ; Ir oU_ o ; O O cl cUa 0O BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 401�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 PAPJ NEL CLIP FORM018,019 GANG -NAIL ® fy®RO.A�fR® t ®General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties., 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at �/4 panel length(' 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut ar 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. ,. 4'fI MI �' ' I I I ( S L s fi L K , , K �9-4-0 BRG, A9 ----- A11 — i E -- — A13 I — — — — f jE i 1 I I �— A 15 A19 i I A �I � A , A I i l I 1T L �i — -- , — A — A I A I I 14-0-0 FLAT{ i VOL, CLG, i A2 AG1 I 14-0-0 BRG. IN ENTRY —10— WJA I~ NJ N G: ALL BEARING WALLS TO BE PLACED 1 # .. 1 PLY HGR. �iC TI ('E! ! REVIEW ALL SPAN DIMENSIONS--BRG. WALLS PRIOR TO SETTING TRUSSES.. d_ 2 PLY HGR: :ENIGNEERED DRAWINGS--LOADING--PITCH AND OVER/HANGS1 WALLS SHOWN ARE TO BE BEARING.. li 3 PLY HGR. SIGNED APPROVAL: X --------------- L----------- ---- JOB NUMBER: DR1732Foo. •D DATE: 7-5-01 PITCH: LOAD: SHINGLES C U SPAN CUSTOMER: D.R. HORTON 6. A407-321-14kQ� BY: T.H JOB NAME: 1732 " F" ELEV. oSt. fl 'I L/H: 12"uety, BRG: BLOCK � <1TE : '� fl,.P►tiJ F S (art � P