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279 Clydesdale Cir 03-2639 New SFH
PERMIT ADDRES CONTRACTOR ADDRESS PHONE NUMBER PROPERTY OWNER ADDRESS PHONE NUMBER D R Horton 6250 Hazeltine Nat'l Dr #102 Orlando, FL 32822 407)857-9101 CQC 055300 ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR LQ PLUMBING CONTRACTOR,,: MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR FEE PERMIT NUMBER FEE SUBDIVISION -04 06- PERMIT # O3 S)fA DATE PERMIT DESCRIPTION PERMIT VALUATION gg Arr SQUARE FOOTAGE / d H M CERTIFIC.BTE dr' OCCUPANCY / COMPLETION This is to certify that the building located at 279 CLYDESDALE CIR for which permit 03-00002639 has heretofore been issued on 8/19/03 has been completed according to plans and specifications filed in the office of the Buil ing Official ri to' the issuance of said building permit, to wit as l t complies with all the building, plumbing, el ctrical, oning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes DATE APPROV DATE BUILDING: ,,, FIRE: Finaled Inspected ZONING: Inspected UTILITIES: Water Lines In Meter Set Reclaimed Water ENGINEERING: Drainage Q-a0-63 Maintenance Bond PUBLIC WORKS: Sewer Lines In Sewer Tap C Street JPaved Street Name StreetJ Signs Lights Storm Sewer Driveway Street Work FEES PAID DESCRIPTION DATE AMOUNT WATER -SEWER IMPACT FEES O1-APPLCTN FEE -ELECTRIC O1-APPLCTN FEE -ELECTRIC O1-APPLCTN FEE -BUILDING O1-APPLCTN FEE -MECHANIC O1-APPLCTN FEE -PLUMBING 02-ENGNG DEVLPMT FEES O1-FIRE IMPACT - RESIDENT O1-LIBRARY IMPACT FEE 9 17 03 20.00 9/19/03 20.00 8/19/03 10.00 10/10/03 10.00 8/26/03 10.00 8/19/03 10.00 8/19/03 59.27 8/19/03 54.00 No APPROVAL PAGE: 2 CERTIFICATE OF -OCCUPANCY / COMPLETION This is to certify that the building located at 279 CLYDESDALE CIR for which permit 03-00002639 has heretofore been issued on 8/19/03 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: 01-OPEN SPACE 01-PLAN ALTERATIONS 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 OWNER 8/19/03 279.61 9/30/03 35.00 8/19/03 91.93 8/19/03 12.27 8/19/03 847.00 8/19/03 12.28 8/19/03 1384.00 8/19/03 650.00 8/19/03 1700.00 Yes No o BUILDIN CIAL TDATE Cl CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** DATE: 1 - \'Z -y PERMIT #: (Z) 3 - a ' (=" ADDRESS: CONTRACTOR:) PHONE #: The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. ngineering A w( Public Works Utilities ElFire (1 I ON. Zoning (-\ \ f Licensing - CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCATE OF OCCUPANCY 5ea-lanl Wlo 34PI 98 Roue-d REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE****r`ef DATE: 1 - \'Z' t -(--) 1S PERMIT #: Q- 3 - a 3c1 ADDRESS: CONTRACTOR: \ l t k.) (- o 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. jeering Z Wo Utilities Fire DZoning (\ \ A Licensing ( CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCATE OF OCCUPANCY aE. REQUEST FOR FINAL INS , 'losums _ t./C.C. CNz° So 11td t`I Inspe°t C IN IA SINGLE FA1VecslD E 10E**** ---_ poi s U itity Insp once - Wotet DATE: 1 - \mil -C 3 Ep Cleot _ S Wet - pEp Ueot° nce e ements City services (10% 110 PERMIT #. C 3 a 3 j M610enonte Bond -- y-yy 1 1 ' `L`T CONTRACTOR: \ l 9-" w o 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. DEngineering OPublic Works ilities CONDITIO Fire F1 1 N Zoning n \ A Licensing ,n I ONLY IF APPROVAL IS CONDITIONAL) FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires December 31, 200: ELEVATION CERTIFICATE Important: Read the instructions on pages 1- 7. SECTION A - PROPERTY OWNER INFORMATION For lnsumnoeCompany Use, BUILDING OWNER'S NAME Policy Number D.R. HOWON BUILDING STREET ADDRESS Qncluding Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 179 CLYDESDALE CIRCLE CITY STATE ZIP CODE SANFORD FL 32773 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 38, 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: 0 GPS (type): N' or ##.####n NAD 1927 NAD 1983 USGS Quad Map Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER BZ COUNTY NAME I FLORIA It SEMINOLE COUNTY 120289 SEMINOLE B4. MAP AND PANEL 87. FIRM PANEL 89. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTWE REVISED DATE 88. FLOOD ZONE(S) lane AO, use depth of floocli g) 1202890045 E 4117195 4/17/95 X 24.6 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. AS Profile FIRM Community Determined ® Other (Describe): NEAL HILER ENGINEERING, INC. 1311. Indicate the elevation datum used for the BFE in 69: ® NGVD 1929 NAVD 19W Other (Describe): _ 1312. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ® No Designation Date_ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Construction Drawings' Building Under Construction' ® Finished Construction A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(Select the building diagram most similar to the building 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 AW, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, ARIA, ARIAE, AR/A1-A , AR/AH, ARIAO Complete Items C3.-a4 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) 40. !fL(m) 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) 0.6 o d) Attached garage (top of slab) 39. 6 fL(m) w o e) Lowest elevation of machinery and/or equipment m servicing the building (Describe in a Comments area) 40.1 ft.(m) E o f) Lowest adjacent (finished) grade (LAG) 38.7 fL(m) z' 0 o g) Highest adjacent (finished) grade (HAG) 39. 0 fL(m) o h) No. of permanent openings (flood vents) within 1 IL above adjacent grade 0 o I) I otal area of ail permanent openings (uooc vents) to w.n u sq. In. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIERS NAME: WIWAM R. MUSCATELLO, JR LICENSE NUMBER: 4928 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS a a CITY STATE ZIP CODE 320 E. SOUT ST E , A TE.1 ORLANDO FL 32803 SIGNATURE rNJVDATE TELEPHONE u _ ;/ 12I22M (407) 426.7979 FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. For lnsuranoeCompany Use: BUILDING STREET ADDRESS (Indud'ug Apt, Unk Suite, ardor Bldg. No.) OR P.O. ROUTE AND BOX NO. PoBcy Number 379 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 agenUoompany, 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. El. 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 (inducing basement or enclosure) of the building is _ fL(m) _in.(crm) above or below (check one) the highest adlaoent grade. (Use natural grade, if available). E3. For Building Diagrams 68 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is _ IL(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 _ fL(m) _in.(crm) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? Yes No Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA4ssued or community - issued BFE) or Zone AO must sign here, lire statements in Sections A a Q and E are correct to the best of my Imwiedge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE AP CODE SIGNATURE DATE TELEPHONE COMMENTS Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is aut` torized 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 FEMA4ssued or oommunitymissued BFE) or Zone AO. G3. The following information (Items G4-G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER G5. DATE CERTIFICATE OF G7. This permit has been issued for. New Construction Substantial Improvement G8. Elevation of as -built lowest floor (inducing basement) of the building is: — _fL(m) Datum: G9. BFE or (n Zone AO) depth of flooding at the building site is: — _ fL(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 38, BAKERS CROSSING PHASE 2 AS RECORDED IN PLAT BOOK 62, PAGES 97-99, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA PT CENTERLINE OF N 2'Op• 0p„W RIGHT OF WAY C/ RA C T T ESDACC q 50' RIGHT OF 30' GRAPHIC SCALE 8• WAYD/RCLE R1 J'36'15• 0 15 30 PC Q 250.00' LB=6.81' 4. Ra?58,1t• C JS80'48'0J'ECo SO0 6_5V co C•1z9g 29•T J N; • 250.00!' d f p: $ 6J.83' ry C Be S82.17 1 - 30' 39 GRAPHIC SCALE ITh WALK IS 1.6OFF 0 15 30 TY EASEMENT WALK IS 1.0' OFF CONCRETE' 49 ry NOTE: THE FINISHED FLOOR ELEVATION OF THIS 5' 0 STRUCTUREMEETSOREXCEEDSTHE0, '. 20.015.2' S.0 REQUIREMENTS SET FORTH IN THE CITY OF N B SANFORD CODECHAPTER6, SEC. 6-7(A). 0 4 COVERED 4 ENTRANCE C) CO ONE STORY C3 CONCRETE BLOCK LOT 39 z RESIDENCE w u o FINISH FLOOR ELEVATION-40. 11 ILD c3:: LOT 37 KN LOT 38 D Ns I d Na Q A= 10'33' 48" o o R=275. 00 o oZ o L= 50. 70' QO 40. 0• ii CB= S80' 15'03 E 5.0' ATIOo 15. 0' j C= 50. 63' ry J' 6 5'-ENVIRONMENTAIL - CERTIFIED TO AND FOR THE CONiRO EASEMENT 6, EXCLUSIVEUSE OF: N84.41'19"W 50,16' Dill TITLE COMPANYOFfLORIDA, INC. FIDELITY NATIONAL TITLE INSURANCE CO. OF PENNSYLVANIA I LOT 39 LOT 40 MAIUA T. WYA7T CIIMORTGAGE COMPANY, 1. LTD. BAKERS CROSSING PHASE 1 1. ALL DIRECTIONS AND DISTANCES HAVE PLAT BOOK 60, PAGES 27-29 BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE LEGEND SURVEY, IF ANY. 2. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND ON 12- 18-03, 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 PLAIN. ELEVATIONS SHOWN HEREON PER SEMINOLE COUNTY VERTICAL BEARINGS SHOWN HEREON ARE BASED ON THE SOUTHERLY LINE OF LOT 38 AS BEING N84'41'19" W PER PLAT. FIELD DATE:) SCALE: 1 = 30 FEET APPROVED BY: SJ JOB NO. ASM41823 IMn/ rm.; mmv RF, V.CERTS: 12/ 29/03 1NAL 12/19/03 CHF EVISE PATIO 08/21/ 03 SOO JP NOUSE 7-28- 03 JML EVISE OESCRIPTION 7-24- 03 A EVISE PATIO 06/03/ 03 SOO LOT PLAN 5-15- 03 SOO BUILDING SETBACK LINE L, FND NAIL AND DISC CENTERLINE LB #6393 (12/ 19/03) RIGHT OF WAY LINE 0 FND 1/2' IRON ROD AND CAP 131.4 EXISTING ELEVATIONLB #5393 (12/19/03) CNA CORNER NOT ACCESSIBLE CONCRETE DENOTES DELTA ANGLE LB LAND SURVEYING BUSINESS L DENOTES ARC LENGTH LS LAND SURVEYOR C. B. DENOTES CHORD BEARING PRM PERMANENT REFERENCE MONUMENT PC DENOTES POINT OF CURVATURE PCP PERMANENT CONTROL POINT PI DENOTES POINT OF INTERSECTION P) PER PLAT PRC DENOTES POINT OF REVERSE CURVATURE M) MEASURED PT DENOTES POINT OF TANGENCY FND FOUND TYP TYPICAL C/W CONCRETE WALK A/C AIR CONDITIONER S/W SIDEWALK CBW CONCRETE BLOCK WALL CP CONCRETE PAD RP RADIUS POINT CS CONCRETE SLAB OHU OVER14EAD UTILITY LINE C CHORD LENGTH ID IDENTIFICATION PK PARKER KALON POL POINT ON LINE R RADIUS PCC POINT OF COMPOUND CURVE POC POINT OF CURVE AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LBy6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO. FLORIDA 32801- (407) 426-7979 I HEREBY CERTIFY, THAT THIS BOUNDARY SURVEY, SUBJECT TO THE SURVEYOR'S NOTI CONTAINED HEREON MEETS THE APPLICABLE MINIMUM TECHNICAL STANDARDS" SET FOR1 BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 611317-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472. 027, FLORIDA A n FOR THE FIRM LLIAM R. M SCATELLO JR. PSM/ 928 DATE CITY OF SANFORD PERMrr APPLICATION Xa F;i7,;it•T,ti'j1r'S,°t,.'.x,`-',^,?ttTr y r.;.;y(/ C".J,,`:...:.., Permit # . Job Addri Description of Work:1AL,4W_e_-64- %Y [, Historic District: Zoning: Value of Work: Date: Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm PoQI. Electrical: New Service — # of gMPS Addition/Alteration Change of Service Temporary Pole Mechanicak! Residential Non -Residential Replacement New (Duct Layout & Energy Calr FRequired) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of W r Closets Plumbing Repair— Residential or Commercial `•'_ _-- Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Tyne: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for otlmr than x) Parcel #: Owners Name & Address: , Contractor Name & Address: f1 Phone & Fax: Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Address: Attach Proof of Ownership & Legal Description) Phone: to License Number-RO W Q. DR=RU8W A4A) T, 0rn6A,Qj' PhAf JQ0 3 'J 5,9s3009 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: 1 certify that all of the foregoing information is accurate and that all work will be done in compliance with'all applicable laws rcytilating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN Y01'JR 1'/%YING 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 govemmental entities such as water management district ncies, of fndcial agencies. Acceptance of permit is verification that I %vill notify the owner of the property of the requirements o nd5 a w, _OCT t- 1 0 1003 Signature of Owner/Agent Date Si re of Connctor/Agent Date OWRT G. DELLO RUSSO Print Owner/Agent's Name Print Contractor ..Agent's Name IM 1,L4)(¢- OCT 1 p 1003 Signature of Notary -State of Florida Date --y-State of Florida " Date Owner/ Agent is _ ;r. Personal]% no n to Me or Contractor/Ag/-)eronahy Known to Me or Produced ID Produce,'. Al' I'LICA11ON APPROVED BY: Bldg: Initial & Date) Specia! Conditions: Zoning: Initial & Date) Initial &- Date) (In;tial Dat: MY COMMISSION # DD 212893 EXPIRES: June 14, 2007 eotWed Thru Notary Puwic Underwiters d-e-4- 4; P rl I r r%W1 I I CITY'OF SANFORD ELECTRICAL PERMIT APPLICATION Permit Number: Date: The 4nqer§ gnI , ed hereby applies fqr a pqrmlt to i9stall the following electrical: Owners Name:'7)"..4e Address of Job:&§ —It ro i- Electrical ContractorA-W .06 Reside'ntlal: W0000 Non -Residential: Number Amount Addition;,Altetation, Repair JResidential > Non -Residential) New Residentlel: AMP Service New CQmmMal:,-; AMPService Change of -Service: From AMP Servioe to AMP Service Manufactured Building Other. P0 Applicad on Fee: 10.00 TOTAL QUE., By Signing this application I am stating that I am In compliance with City of SA_nford Electrical Code. Appucanus oignamw State License Number CITY OF SANFORD PERMIT APPLICATION Permit #: Date: Job Address: Z— 3 fly C: SI. Description of Work: fit — r\ Historic District: "Zoning: Value of Work: S y T J 0•102 Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Altcration Change of Service Temporary Polc Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required) a J/ Plumbing/ New Commercial: # of Fixtures of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: of DwclHng Units: . Flood Zone: (FEMA form required for other than X) r Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Address: !\ L ADVANTAGE PWMBIM, INC. ' Phone: Contractor. Name & Address: P.G. 810)(620927 OVIEDO. FLORIDA 32762-0027 -State License Number: Phone & Fax: (407) 366-3994Lontact Person: Phone: 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. l certify that no work or installation has commenced prior to the issuance of 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. OWN ER'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 ound in th public records of this county, and there may be additional permits required from outer governmental entities such as water manager rsvicls, state agencies, r federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of icn Law, FS 713. Signature of Owncr/Agent Date Si aturc of Contractor/Agent atc Print Owncr/Agent's Name Print Contractor/Agent's Name i 4v--j-k Signature of Notary -State of Florida Date Signature of Notary -State of Florida Date M t t, t t t MAR THA Y. HALL Owncr/Agent is _ Personally Known to Me or Contractor/Agent is L t'c I nbNvii) YNSSION # CC 875840 Produced ID Produced ID a,,xPIRES: February 1, 2004 utery Public underwriters APPLICATION APPROVED BY: Bldg: Zoning: Utilities: FD: Initial & Date) (Initial & Date) (Initial & Date) (Initial & Dale) Special Conditions: r tr:!0`•r' :.f-q!r,•i;v.+.rr!.pc.Mn!n.,n:'ti;U,.,,r... ^;.¢ • ..,; CrrV OF SANFORD PERMIT APPLICATION Permit 9 : 03 J ,;), (p3 Date: a —9' Job Address: -- Description of Work: E C- C Historic District: Zoning: Value of Work: S Permit Type: Building, Elcctrical : Mechanical Plumbing — Fire Sprinkler/Alarm Pool r Electrical: New Service - p of AMPS ISO DO Addition/Alteration Change of Service Tempoiliry Pole Mechanical: Residential Non -Residential Replacernent New (Duct Layout & Energy C81c. Required) Plumbing/ New Commercial: A of Fixtures # of Water & Sewer Lines # of Gas lines— Plumbing/New Residential: h of Water Closets •_ Plumblag Repair— Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: _ Construction Type: P of Stories: IS of Dwelling Units: flood Zone: (FENIA form requirud for other inan X) Attach Proof of Ownership & Lcgal Docripilon) Parcel ><. e //77Yze, Owncra Name Q Addreaa:/ J 6 r t/t%(M!J U 1 Z Phnne: Contractor Name & Address: f r i tiy/ GIILC State Liccnse Nu mher n`- Ci G Phonc &Fax: n — ! - iC% t% S<' 3Z. Perron: Contact Gf.. t Phonc: 4)1 ? zI S'4141 Dlonding cnmpsny: ... --• Mortgage Lender: _• ..... Addrt" Archittrt/Engineer: Phone: Fax: Address: Application is hereby made to obtain a permit to do the work and insutllalions as indicated. I cWlfy that no work or installanon has coinrncnced prior to in -- issuance of a permit and that all work will be performod to meet standards of all laws regulating conswetion in this jurisdiction, l understand thut . scparawpermitmustbesecuredforELECTRICALWORKPLUMBING, SIGNS. WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, cie. OWNER'S AFFIDAVIT: I eeflify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulatingconstructionandzoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYNNOTWICEFORIMPROVEMENTSTOYOURPROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RI::C;ORDINO YOUR NOTICE OF COMMENCEMENT. N TiC :In addition to the requirements of thin permit. there maybe additional restrictions applicable to this property that nay be found in the public rc:ords of this county, and there may be additional permits requirod frnm other governmental entities such as watt* management district, state agcncies, or icdcral xbcncics. Acceptance of permit is verification that I will notify the owncr of the property of the require is of on a Lien w, FS Signature of Owner/Agent Date Signutur< of C.onractor/Agent U-.(e T 'Amd tLs Print Owner/Agent's Name Print Cunttxtor/Agent's N frig Ci nature of Nutt State nt' 1-'londa- Dutc Sicn3turc of Nvtary•$rafe of Florida Datc S t iwooNn ,cnt is ..--- Pcrsunany knnhvn ai Vic or t,:ui.iractnr/A,1Cnt is Zc::nnaily Known to Mr n P,•oduc,:6 11) ..... ss . o - xo S 3it; CO agc` v Cb o CD tv ry ri C owo ` Vow 01,L IC'ATION APPROVED llY: 111(19: -- -... /uuinl;:, .. Ijiilin¢<: _-- l''•y _ --- Initial Uaic) (Imlial 8. Da1c) (Innial r. Detc) (!,•.,lial J I)a:ci COUNTY UF !JL*M1NUL|' IMPACT FEE STAl'UNENT I=)[D BY CITY'OF SANFURD TAT ENT [MBER 1OJ-75604 DATE: 11Di DING PERMIT XJM8ERZ S o» (CITY) COJATf NU38ER: .......... UNIT ADERESS: .-j_--J z/y_c-^-------------------------------------------- - Tkh,FIC ZONE: JURISDICTION: Of, 9EC: TKP: RKG: PARCEL: _________-_____ SUDDlVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: OWNEN XAM].*: ADDRESS : ...................... APPLICANT WAME: hDDRESS: ................................................................... LAND USE CA7EGORY: 001 - Single Family Detached Hcuee TYP[ US[: Re"ideotia1 WU0V DESCRIPTION: Single Family House: Detached - Conmtruction IE BEN FIT RATE FEE UUIT RATE P R & TYPE TOTAL D&* TYPE DIST SCHEDULE CESC. UNIT OF UNITS ROA)S A9TE[<IALS CO-NIDE O dwl unit $ 705.00 1 $ 705.00 X()/UX; COLLECTORS NORTH O dwl unit S 142.00 1 z 142.00 LIDPARY CC -WIDE O dwl unit $ 54.00 1 T 54.00 SC(0OLS CO -WIDE O dwl unit $1,384.03 1 $ 1,384.0O AMOUNT DUE s 2,2n5.00 SThT[::NUNl R[C[ lV[D BY: _1`i SIGNATURE: P FAS[ PRINT NAviE) NnTE TOTO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND O SU[ TIH[LY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. t'*&V' DISTRIBUTION: 1-COUNTY 3-CITY 2-APPLICAMT 4-COUNTY ANOTE*::C 7LRz7,0XC h,[ ADVISED THAT THIS IS A STATEMENT OF FEES W9ICU ARE CUE AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PERMIT. PLRSO hYE ALSO ADVISED THAT ANY RIGHTS OF THE AnPLICANT, OR OWMER, TO APPEAL THE CALCULATIONS OF TKE ROAD, LIBRaRY SYSTEM AND= EDUCATIONAL (SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILING A WRI77EN REQUEST WITHIN 45 CALENDAR DAYS OF TPE RECEIVING SlGNATUNE: DATE 0DOVE, OUT NOT LATER THAN CIRTIFICATE OF OCCUPANCY O,, CCUPAKCY. THE RECUEST FOR REVIEW MUST MEET THE REOUIREMENTS OF TO-: CU)XTY LA]D DEVELOPMEN[ CODE. COPIES OF THE RULES GOVERNING A»PEALS ZAY BE PICKED UP, OR RECCESTED, FROM TVE PL/;M IMPLEVENTATION OFFICE: 1101 [MOT FIRST STREET, SANFORD, FLORIDA 32771; (407) 665-7474. PhYVENT SEC[LD BE NAVE TO: CDY OF 2ANFORD DUILDlNG P[PAR'[MUNT K}RT\\ PARK AV(]`K}[ SAN\DDD. [l 3?771 OAYMENT EE[ULD BE BY CHECK OR MONEY ORDER, AND S[OULD REFER0XC1.-: Ti\[ STATEMENT NUMBER AND CITY BUILDING PERMIT NUMBER AT THE TO"' T<'OTH}S STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE 07 AT&:' FAMILY BUILDING is Q CITY OF SANFORD PERMIT APPLICATION • Permit # : d \ Date: Job Address: 2" G 4tSt^r2 c Description of Work: SCR c :. Historic District: Zoning: Value of Work: $_ 6 ? 00 Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole _ Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc.. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair— Residential or Commercial •' Occupancy Type: Residential I/ Commercial Industrial Total. Square Footage: 'i' dLts's- Construction Type: # of Stories: I # of Dwelling Units: _ Flood Zone: (FEMA form required for other than X) Parcel #: Owners Na1m\eY& —Ad`dress: E2 i iEilr-13=11 E :# Contractor Name & Address:'?i(,w Attach Proof of Ownership & Legal Description) Phone: 4C9 I. e gkok iD , ','\ r` • - . r State License Number: S,CJ._V Phone & Fax: bQ\ — AM ontact Person: Phone4 9lLQL Bonding Company: f-4 Address: Mortgage Lender: Address: Architect/Engineer: Phone: 4 _ Address'lal tTng 'q kn AF L. 1 Fax: qQEtI=MA xkaa Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of p 't i ve ' rcation hat I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. JW' 4 Signature of Owner/Agent Date Signature of Contiactor/Agent Date tigM' St7FFUBUC M'r Date OULTON NOTARTE OF FLORIDAOwner/ CO04 ; No D134330 Pro ,,,,,, I APPLICATION APPROVED BY: Bldg[>%F `3 ' Zoning: Initial & Date) Print G ctor/Agent's Signa a of Notary -State Contractor/Agent is Produced ID Utilities: _ Initial & Date) PATRICIA COULTONPUBLICSTATEOFFLORIDAecrnNNO. DD134330 FD: Initial & Date) (Initial & Date) Special Conditions: SSb C I hearby name and a Limited Power Of Attorney int: Craig Coulton and aa7 j-1 `+on 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-fu 0 san For a residential permit for work to be performed at: Lot # :j 2 Subdivision : akexs Ctossl Address:29q C- - And to sign my name and do all things that'are necessary to this appointment. Richard B. Ladd CBC055300 Contractor State Registration Number Signature of Contractor This foregoing instrument was acknowledged before me this: Date: .-7 By: Richard B. Ladd ( Contractor ) Who is personally ow to me. State of Fl4Nota OFFICIAL NOTARY SEAL PATRICIA COULTON Count f NOTARY PUBLIC SPATE OFFLORI)A y COMMISSION NO. DD1343M rnMYCOMMISSIONEXP. ULY 26,2W6 blic Signa Notary Seal CITY OF-SANFORD P.O. Box 2847 SANFORD, FL 32772 PHONE 11 (407) 330-5630 APPLICATION FOR UTILITY SERVICE ACCOUNT (f:ULL NAME) N A.Mr: -- - I . I I "o T - _a SERVICE- ADDRESS 2 G I-AX 11 (407) 328-7367 M.AIL.1N(; A.17DREss(pSp }Qz,1, f}'l, Dr,v o ,,LIP az 9Z _ TURN ON DATE SINGLE FAMILY RESIDENCE MULTI -FAMILY RESIDENCE DLo f - COMMERCIAL bE44 A . La an sal Co1rt LZC. to u Coul n WORKi/40-+ SGS::--9'1O( SOCIAL SECURITY# QA HOME# N'PL OWNER OF PROPERTY_ p•9-. } gr-J-Qn Z-nC I AM APPLYING FOR CITY OF SANFORD UTILITY SERVICE AT THE ABOVE ADDRESS. I AGREE TO FOLLOW ALL CITY RULES FOR UTILITY SERVICE AND TO PAYCHARGESINEFFECTATTHETIMEOFDELIVERY. IN ORDER TO TRANSFER MY DEPOSIT TO ANOTHER. THE NEW APP PROVIDE PROPER IDENTIFICATION AND ANY OUTSTANDING CHARG PAID AT THE TIME. WHEN TRANSFERRING ALL OUTSTANDING CH M ALSO RESPONSIBL THE HOME RFFnRF i F•1 NDERSTA(ND SIGNED; DEPOSIT TO ANOTHER SERVICE ADDRESS KING SURE N-PAYMENT OF DO NOT WRITE BELOW THIS LINE DEPOSIT AMOUNT $' APPLICATION FEE $ OTHER FEES $ TOTAL CETS CANT MUST 3 MUST BE MUST PAY TURNED OFF IT LIABLE WILL STOP SERV DATE CUSTOMER# LOCATION# LAST BILL READ THIS READ CSR DATE I 1\s119 11e 11 got 11 m as OI 11 epi is lei O •11 A 111 N an to .011fowl T141S INSTRUMENT PREPARED BY: Patricia L. Coulton D.R. Horton, Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 RECORD AND RETURN TO: R. Horton Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 NOTICE OF COMMENCEMENT Prepare in duplicate) MARYANNE NORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 04854 PG 131E CLERK;•S # 2003096369 RECORDER 06/06/2003 11165137 AN RECORDING FEES 6.00 RECORDED BY L McKinley 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 ppropPerty: Lot(s) 4, 9, 38, 42, 43, and 44 Bakers Crossing Phase 2 Plat Book , Page(s) , Public Records of Seminole County, Florida General description of improvements: Single Family Dwelling Owncr(s): D.R. Horton, Inc., a Delaware Corporation Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Owner's interest in site of the improvements: Fee Simple Fee Simple Title Holder (if other than Owner): Name: Phone #: Address: Fax #: Contractor: D.R. Horton, Inc. Phone #: Fax #: Address: 6250 Hazeltine National 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(I )(a)7, Florida Statutes: Name: Address: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13(I )(b), Florida Statutes: Name: Address: Expiration date of Notice of Commencement: (the expiration date is one (I ) year from the date of recording unless adifferentdateisspecified): D.R.liorton 0 by: o ert A. Lawson, s taut ecretary Corporate Scal) STATE OF FLORIDA COUNTY OF ORANGE The foregoing instrument was acknowledged before me this JJJ day of v. — ,2003 byy Robert A. Lawson Assistant Secretary of D.R. Horton, Inc., aTaT ewareCorporation, on e a of tT a corporation. He/She is personally known to me. Notary Public, State and County Aforesaid re OFFICIAL 1 C5 Cam` PATRICIACOULTON NOTARY PUBLIC SfATF. OF FLORIDA COMMISSION NO. DD134330 MY COMMI. S51Or l FXP. IULY 26,2006 Notary Seal CERTIFIED COPY MARYANNE MORO K OF CIRCUIT COURT S INOL F1O?JWI tl CLERK IZ aW- O6' 60 CITY OF SANFORD BUILDING DIVISIONSUBMITTALREQUIREMENTSFORRESIDENTIALBUILDING PERMIT 1, Two (2) recent boundary and building location surveys showing setbacksfromallstructurestopropertylinesforpermitforstructures (not fences) 2. Two (2) complete sets of construction design drawings drawn to scale, Complete sets to include: a. Foundation plan indicating footcr sues 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, window, and/or opening sizes, smoke detector, location(s), Inndings, decks and stairs. Bathroom fixtures and distances from walls are to be shown. Note the State of Florida requirements for bath door for compliance of Handicapped Code (F.S. 553, Part 5) C. Elevations of all exterior walls, east, west, north and south. 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. e, 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 spxcing openings to carry and support trusses. g, Stair details with trend and riser dimensions, stringer size, methods of attachment, placement of handrails and guardrails. h. Square footage table showing footages: 411 S.F. Garnges/Carports i S.F. Porch(s)/Entry(s) A-L"; S.F. Patio(s) Conditioned structure 1 S.F. Total (Gross Area) 4^ S.F. 3. Three (3) sets of completed Florida Energy Code Forms (Form 600-A-97) 4. Soil analysis and/or soil compaction report. If soils appear to be unstable or if structure to be built on fill, a report may be requested by the Building Official or his representative. 5. Other submittal Documents: a. Utility letter or approval when public venter supply and/or sewer system connection to be made. b. Septic tank permit to be obtained from Seminole County Health Department 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 detalls 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. nd subcontractors will be subject to penalty under the City Ordinances. REQUIRED INSPECTIONS DURING AND UPON COMPLETION OF CONSTRUCTION 1. Footer 2. Underground, electrical, mechanical and plumbing 3. Foundation elevation survey 4. Slab 5. Lintel- tic heaths - columns- cells 6. Rough electrical 7. Rough mechanical 8. Rough plumbing 9. Tub Set 10. Framing 11, Tenant Separation / f rewall 12. Insulation, walls and/or ceilings 13. Electrical final, mechanical final and plumbing final 14. Building final 15. Other I i DATE SIGNATURE By Owner or Autho ed Agent) Sentricon* Colony Elimination System Pretreatment Plan Agreement Date of Install : Contract Number PUCHASERS NAME AND ADDRESS Name a).1 Address 623p yar City/State/Zip aLL1, tO 1 Phone & Email Lylb, . erg a e .. ;...ew:. Quarterly Payment Amount First payment due on the Install Anniversary Date) Any payment deemed 30 days past due will result In the cancellation of this Warranty and justify removal of the Sentricon System. CUSTOMERS NAME AND ADDRESS Name Address City/State/Zip Phone & Email INSTALLATION ADDRESS: SPECIAL OR ADDITIONAL COMMENTS NOTIFICATION STICKER LOCATED: DAMAGE REPAIR WARRANTY From the date of installation of the Sentricon* Colony Elimination System, Apex will warrant the structure(s) against subterranean termite damage. If subterranean termite damage occurs to the described property during the warranty period, Apex will, upon notification and inspection, arrange for the necessary repairs and pay the cost of labor and materials not to exceed $1,000,000. Apex may chemically treat the affected area of the property at no additional cost to the Customer. THE UNDERSIGNED CONSENTS TO AND AUTHORIZES THE WORK CONTEMPLATED HEREIN, AND FURTHER AGREES THAT THE TERMS AND CONDITIONS STATED ON EITHER SIDE OF THE AGREEMENT SHALL GOVERN .THE RELATIONSHIP OF THE PARTIES. Apex Representative Signature Date / 1 stomer or Agent Signature Date Apex Pest Control Inc., (Apex) will, In substantial compliance with all federal, state, and local laws, rules, and regulations, and all applicable recommendations contained in literature provided by DowElanco: 1. Install Sentricon* stations (the Stations) in the soil around the outside perimeter of the structure(s). 2. monitor those Stations for twelve months from the date hereof; 3. during those years, add Recruit* termite bait and remove It from the Stations as appropriate; and4. during those years, Inform the Customer of: 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 SentriconPretreatmentPlanmaymaintainedfortheLIFETIMEoftheIdentifiedpropertysubjecttothetermsandconditionsofthisagreementfor +• , er quarter (3mo period) payable on or before the end of the previous monitoring period. Afterthefifthyear, and each year thereafter, Apex reserves the right to revise the quarterly payment amount, not to exceed 10% per year. The Customer warrants full cooperation with Apex during the term of this Agreement, and agrees to maintain the area(s) baited free from any factors contributing to infestation such as wood, trash, lumber, direct wood -soil contact, standing water, under pier type structure, or as noted In "Special or Additional Comments". The Customer also agrees to notify Apex of andeliminatefaultyplumbing; leaks; dampness from drains; condensation or leaks from the roof or otherwise Into, onto, or underthearea(s) baited. At no time will damage caused to any portion(s) of the Structure(s), even by an active wood destroyinginsectinfestation, be the responsibility of Apex in areas where any of the conditions described In this Paragraph exist. FailureofApextoalerttheCustomertoanyoftheaboveconditionsdoesnotaltertheCustomersresponsibilityunderthisparagraph. DISCLAIMER: COMPANY DISCLAIMS ALL OTHER WARRANTIES, WHETHER EXPRESS OR IMPLIED; INCLUDING STATUTORY WARRANTIES, AND SPECIFICALLY DISCLAIMS ANY IMPLIED WMERCHAINTABILITY, FITNESS FOR A PARTICULAR PURPOSE, OR WARRANTY OF WORKMANLIKEARRAINTES OF FURTHER, COMPANY HAS MADE NO AFFIRMATION OF FACT OR PROMISE RELATING TO THE PRODUCT ORSERVICEPROVIDEDHEREUNDERTHATHASCREATEDORAMOUNTEDTOANEXPRESSWARRANTY. Customer expressly waives and releases any claims In any lawsuit, arbitration or other legal proceeding against Apex fornegligence, torts, personal Injury, death, violation of any statute, rule, or regulation, loss of use, diminution of economic, compensatory, incidental, consequential, exemplary, punitive, liquidated, treble, or special damages If any kind, and value, noeventshallApexbeliableforanyamountgreaterthatamountpaidbytheCustomertoApexfortheservicetobeperformed. SENSITIVITY/PHYSICAL FACTORS: Customer understands and agrees that (1)lt is the responsibility of all family members, visitors, guests, and/or other temporary or permanent occupants to consult a physician If necessary regarding any affects the Property treatmentmayhaveand (2)lt is their responsibility to notify Apex in writing not less than two (2) days prior to treatment regarding any -allergy or. sensitivity concerning odors, dust, pollen, respiratory Illness, or other condition that may be activated or exacerbated by the products and or techniques utilized by Apex. GENERAL TERMS AND CONDITIONSByspecificreferencehereto, the Customer understands that the general terms and conditions are hereby made part of this contract and apply without exception. t. DOWELANCO OWNERSHIP OF SENTRICON" SYSTEM COMPONENTS: The Customer understands that: All componentsoftheSentricon "System (Components) are and will remain to property of DowElanco. The Customer has no rights to any of the Components, and the Purchaser may not alter, remove, or modify the components in any way, other than the right to their use as Installed by Apex on the Customer's premises under this agreement. 2. On expiration or termination of this Agreement, Apex and DowElanco or Its representative are authorized by the Customer to retrieve from the Customer's premises the Stations and other Components contained therein for appropriate disposition. 3. If Apex, for whatever reason, ceases to represent or to be authorized to represent, the Sentricon" System a. Apex will: (1)so notify the Customer; (2)offer Customer the alternatives of either using a different form of termite protection or discontinuing the relationsh p(note: Conventional "liquid barrier" method of termite control may not offer an effectivemeansofcontrollingcertaintermiteinfestationsofcertainstructures. In such event Apex may not be able to offer a different form of termite protection, and therefore may have to discontinue the relationship.); (3)lf the Customer and Apex (Parties) agree on use of a different form of termite protection, give the Customer credit for service paid for but not yet received; (4)if the Customer elects to discontinue the relationship, or if Apex cannot offer an effective different.form of termite protection, refund to the Customer an amount equal to the fee paid for services not yet received, and;_ (5)retrleve, or advise 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)etther 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) Identifled herein as of the date of the initial Installation. Prior to; (1)the Structure(s) being structurally modified, altered, or otherwise changed or; (2) to any termiticide being applied on or close to the location of any Station, or; (3) soil Is removed or added around the foundation, or; (4) any tampering of baiting equipment or supplies occurs, the Customer will Immediately notify Apex In writing. Failure to notify Apex in writing of the events listed above may void this Agreement. Additional services because of any alteration, addition, or other such event, may be provided. by Apex at the Customers expense, and may require and adjustment In the annual fee. DAMAGE RELATED TO SERVICE Apex will exercise due care while performing any work hereunder in avoidance of damaging any part of the Customer's property, plants, or animals. Under no circumstances or conditions shall Apex be responsible for damage caused at the. time the work Is performed except those damages resulting from gross negligence on the part of Apex. PAYMENT/DEFAULT. All payments due pursuant to this Agreement shall be made at the Apex Corporate Headquarters located In Merritt Island, Brevard County, Florida. In the event of failure to make payment when due, or any other default by Customer (1) Apex may without notice, terminate this Agreement and pursue all other available remedies, which shall be cumulative, and (2) Interest shall accrue at the highest rate allowed by law during the period of any delinquency, and (3) Customer agrees to pay all costs and attorneys fees Incurred by Apex, whether or not suit Is brought. VENUE/SEVERABILITY. Venue for any and all legal proceedings shall be in Brevard County, Florida. If any part of this Agreement is held to be Invalid or unenforceable for any reason, the remaining terms and conditions of this Agreement shall remain in full force and effect. CHANGE IN LAW. In the event of a change in applicable law as it pertains to the services promised herein, Apex reserved the rightto revise the annual extension charge or terminate this Agreement. DISCLAIMER/ CONDUCIVE CONDITIONS Apex's liability under this Agreement will be terminated If Apex is prevented from fulfilling Its responsibilities under the terms of this Agreement by any reason of delays in transportation, shortages of fuellor materials, sttikes, embargoes, tires, 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)termlte damage resulting from masonry failure or grade alterations; 3) termite damage resulting from direct wood to soil contact; (4)furniture and contents; (5)areas of existing damage unless areas have 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 rot commercial arbitration of the American Arbitration Association or any successor organization, and In accordance with and subject to all tht 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 wll be final and conclusive, and binding on both parties. Customer agrees that any such arbitration shall be conducted on an individual basis and not a class wide basis. Apex shall recover all fees, costs, and attorneys fees associated with the arbitration proceeding. ENTIRE AGREEEMENT. The service Agreement signed at the time of purchase constitutes the entire Agreement between the parties an( no other representations of statements will be binding on the parties. REFUNDS. Apex at any time on or after 36 (thirty-six) months from the Initial date of Installation, terminate this Agreement and b relieved of any liability hereunder if Apex determines, In Its sole discretion, that It Is unable to prevent or stop further damage to Propert from subterranean termite activity. Partial refunds may be made under the discretion of Apex Pest Control Inc. NOTICE OF CLAIMS, ACCESS TO PROPERTY. Any claims under the terms of this Agreement must be made Immediately In writing 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 requestc by the Customer or considered necessary by Apex. LIMITED ASSIGNABILITY. This Agreement Is assignable by Customer for a period of 1 (one) year from Its effective date. After th Initial 12 (twelve) month period, Customer may transfer or assign this Agreement with a 5=, 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 MerrittIsland, FL 32952 Winterpark, FL 32792 Tampa, FL 33510 407459- 2847 407-858-0540 813.221-2847 800- 929-2847 888-764-2847 877-459-2847 G FQRM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 1965mediarm Builder: DR HORTON Address:2---p Permitting Office: City, State13tt Permit Number: Owner. D•RJurisdiction Number: Climate Zone: Central W 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 42.0 kBtu/hr _ 3. Number of units, if multi -family I _ SEER: 12.00 _ 4. Number of Bedrooms 4 _ b. N/A 5. Is this a worst case? Yes 6. Conditioned floor area (ft') 1967 ft' c. N/A 7. Glass area & type a. Clear - single pane 222.0 ft' _ 13. Heating systems b. Clear - double pane 0.0 ft' _ a. Electric Heat Pump Cap: 42.0 kBtu/hr _ c. Tint/other SHGC - single pane 0.0 ft' _ HSPF: 7.60 _ 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, Int Insul, Exterior R=3.0, 1026.0 ft' _ EF: 0.86 _ b. Frame, Wood, Exterior R=11.0, 28.0 ft' _ b. N/A c. Frame, Wood, Adjacent R=1 1.0, 302.0 ft' d. N/A c. Conservation credits e. N/A HR-Heat recovery, Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=30.0, 2005.0 ft' _ 15. HVAC credits PT, b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc, Ret: Unc. AH: Garage Sup. R=6.0, 1.0 ft _ MZ-C-Multizone cooling, b. N/A MZ-H-Multizone heating) Glass/ Floor Area: 0.11 Total as -built points:27923 PASS Totalbasepoints: 29480 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: DATE: -_ - • D- I hereby certify that this building, as designed, is in compliance with the Florida Energy.Code. OWNER/ AGENT: _ - DATE: Review of the plans and TUE sT specifications covered by this calculation indicates compliance o = 9TF e with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 OD FloridaStatutes. way BUILDING OFFICIAL: v __,: DATE: CJ i v nr C A ILI k-ll-1 w EnergyGauge® ( Version: FLRCSB v3.2) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details 419 ADDRESS: , , , PERMIT #: AMSE AS -BUILT GLASS TYPES 18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Omt Len Hgt Area X SPM X SOF Points 18 1967.0 25.78 9127.7 Single, Clear NW 1.0 6.0 32.0 37.74 0.97 1172.9 Single, Clear NE 1.0 6.0 23.0 43.65 0.97 974.8 Single, Clear SW 1.0 6.0 32.0 52.82 0.96 1627.2 Single, Clear SW 1.0 6.0 16.0 52.82 0.96 813.6 Single, Gear SE 1.0 6.0 16.0 56.64 0.96 873.2 Single, Clear SE 1.0 6.0 16.0 56.64 0.96 873.2 Single, Clear SE 1.0 8.0 54.0 56.64 0.99 3034.9 Single, Clear NE 1.0 6.0 33.0 43.65 0.97 1398.6 As -Built Total: 222.0 10768.3 WALL TYPES Area X BSPM Points Type R-Value Area X SPM Points Adjacent 302.0 0.70 211.4 Concrete, Int Insul, Exterior 3.0 1026.0 1.40 1436.4 Exterior 1054.0 1.90 2002.6 Frame, Wood, Exterior 11.0 28.0 1.90 53.2 Frame, Wood, Adjacent 11.0 302.0 0.70 211.4 Base Total: 1356.0 2214.0 As -Built Total: 1356.0 1701.0 DOOR TYPES Area X BSPM Points Type Area X SPM Points Adjacent 18.0 1.60 28.8 Adjacent Wood 18.0 2.40 43.2 Exterior 20.0 4.80 96.0 Exterior Wood 20.0 7.20 144.0 Base Total: 38.0 124.8 As -Built Total: 38.0 187.2 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Attic 1967.0 2.13 4189.7 Under Attic 30.0 2005.0 2.13 X 1.00 4270.7 Base Total: 1967.0 4189.7 As -Built Total: 2005.0 4270.7 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 1 Area X SPM Points 1967.0 14.31 28147.8 1967.0 14.31 28147.8 EnergyGauge® DCA Form 60OA-2001 EnergyGauge@/FlaRES2001 FLRCSB v3.2 FORM 600A-2001 r SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: ASE AS -BUILT Summer Base Points: 37380.3 Summer As -Built Points: 38631.1 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) 38631.1 1.000 1.087 x 1.150 x 1.00) 0.284 0.950 13036.5 37380.3 0.4266 15946.5 38631.1 1.00 1.250 0.284 0.950 13036.5 EnergyGauge'rm DCA Form 60OA-2001 EnergyGaugeWlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: ASE AS -BUILT GLASS TYPES I18XConditionedXBWPM = Points Overhang Floor Area Type/SC Omt Len Hgt Area X WPM X WOF = Points 18 1967.0 5.86 2074.8 Single, Clear MN 1.0 6.0 32.0 12.23 1.00 390.6 Single, Clear1 PE 1.0 6.0 23.0 12.00 1.00 276.1 Single, Clear SW 1.0 6.0 32.0 9.22 1.01 298.2 Single, Clear SW 1.0 6.0 16.0 9.22 1.01 149.1 Single, Clear SE 1.0 6.0 16.0 8.34 1.02 136.4 Single, Clear SE 1.0 6.0 16.0 8.34 1.02 136.4 Single, Clear SE 1.0 8.0 54.0 8.34 ` 1.01 455.9 Single, Clear PE 1.0 6.0 33.0 12.00 1.00 396.1 As -Built Total: 222.0 2238.8 WALL TYPES Area X BWPM Points Type R-Value Area X WPM Points Adjacent 302.0 1.80 543.6 Concrete, Int Insul, Exterior 3.0 1026.0 3.80 3898.8 Exterior 1054.0 2.00 2108.0 Frame, Wood, Exterior 11.0 28.0 2.00 56.0 Frame, Wood, Adjacent 11.0 302.0 1.80 543.6 Base Total: 1356.0 2651.6 As -Built Total: 1356.0 4498.4 DOOR TYPES Area X BWPM Points Type Area X WPM Points Adjacent 18.0 4.00 72.0 Adjacent Wood 18.0 5.90 106.2 Exterior 20.0 5.10 102.0 Exterior Wood 20.0 7.60 152.0 Base Total: 38.0 174.0 As -Built Total: 38.0 258.2 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points Under Attic 1967.0 0.64 1258.9 Under Attic 30.0 2005.0 0.64 X 1.00 1283.2 Base Total: 1967.0 1258.9 As -Built Total: 2005.0 1283.2 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: 202.0 505.0 INFILTRATION Area X BWPM Points Area X WPM Points 1967.0 0.28 550.8 1967.0 -0.28 550.8 EnergyGauge® DCA Form 60OA-2001 EnergyGaugeWFIaRES'2001 FLRCSB v32 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details C ADDRESS: , , . PERMIT #: SASE AS -BUILT Winter Bay Points: 5224.7 Winter As -Built Points: 8232.8 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) 8232.8 1.000 1.078 x 1.160 x 1.00) 0.449 0.950 4392.1 5224.7 0.6274 3278.0 8232.8 1.00 1.250 0.449 0.950 4392.1 EnergyGaugeTM DCA Form 60OA-2001 EnergyGauge@/RaRE52001 FLRCSB v32 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 15946 3278 10256 29480 13037 4392 10495 27923 PASS M STArA nai .tirfr c a o oo WE EnergyGaugeTM DCA Form 60OA-2001 EnergyGauge&RaRES'2001 FLRCSB v3.2 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS + SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft. window area: .5 cfm/s .ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wa foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by mass or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, oenetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chas soffits, chimneys, cabinets sealed to continuous air barrier, gaps in gyp board & top plat 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 NFP have combustion air. RA-22 CITHFR PRF.S`CRIPTIVF MFACIIRFS /mile# hn m_* nvnn-A-1 h.. mil —1.4 ...--- 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 as must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 1607.1 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 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.5 The higher the score, the more efficient the home. I. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 42.0 kBtu/hr _ 3. Number of units, if multi -family 1 _ SEER: 12.00 _ 4. Number of Bedrooms 4 _ b. N/A 5. Is this a worst case? Yes 6. Conditioned Floor area (ft') 1967 ft' c. N/A 7. Glass area & type a. Clear - single pane 222.0 ft' _ 13. Heating systems b. Clear - double pane 0.0 ft' _ a. Electric Heat Pump Cap: 42.0 kBtu/hr _ c. Tint/other SHGC - single pane 0.0 ft' _ HSPF: 7.60 _ 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, Int Insul, Exterior R=3.0, 1026.0 ft' _ EF: 0.86 _ b. Frame, Wood, Exterior R=11.0, 28.0 ft' _ b. N/A c. Frame, Wood, Adjacent R=11.0, 302.0 ft' d. N/A c. Conservation credits e. N/A HR-1•leat recovery, Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=30.0, 2005.0 ft' _ 15. FIVAC 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, 1.0 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) O4THE SJ4inthishomebeforefinalinspection. Otherwise a new EPL Display Card will be completed o based on installed Code compliant features. Builder Signature: Date: Date: y Address of New Home: City/FL ZipCiJt CCQ,'t-k -5;,993QDMi NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This ism a Building Energy Rating. Ifyour score is 80 or greater (or 86 for a US EPA/DOE EnergyStar `designation), r your home may qualify for energy efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating. u 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 certifted 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 Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11/16/98 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Project• • For: D.R.HORTON Notes: Design Information Weather: Orlando —AP, FL, US Winter Design Conditions Outside db 38 OF Inside db 70 OF Design TD 32 OF Heating Summary Building heat loss 33959 Btuh i Ventilation air 0 cfm Ventilation air loss 0 Btuh Design heat load 33959 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heatingg Coolingg Area (ft') 2025 2025 Volume (ft') 16200 16200 Air changes/hour 0.80 0.40 Equiv. AVF (cfm) 216 108 Heating Equipment Summary Make TRANE Trade Efficiency Heating input Heating output Heating temp rise Actual heating fan Heating air flow factor Space thermostat 80.0 AFUE 0 Btuh 0 Btuh 0 1175 cfm 0.035 cfm/Btuh Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 43 gr/Ib Sensible Cooling Equipment Load Sizing Structure 24562 Btuh Ventilation 990 Btuh Design temperature swing 3.0 OF Use mfg. data n Rate/swing multiplier 0.98 Total sens. equip. load 25041 Btuh Latent Cooling Equipment Load Sizing Internal gains 1150 Btuh Ventilation 1474 Btuh Infiltration 3185 Btuh Total latent equip. load 5809 Btuh Total equipment load 30851 Btuh Req. total capacity at 0.70% SHR 3.0 ton Cooling Equipment Summary Make TRANE Trade Efficiency 0.0 EER Sensible cooling 0 Btuh Latent cooling 0 Btuh Total cooling 0 Btuh Actual cooling fan 1200 cfm Cooling air flow factor 0.049 cfm/Btuh Load sensible heat ratio 81 % Boldlilal/c values have been manually ovenldden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. i wr1g1111tsoft Right -Suite Residential- 5.5.06 RSR26014 2003-Apr-15 11:53:51 C,Q\ E:TileslDrHorton200211965mediarrn11965.rsr Page 1 RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11/16/98 109 COMMERCE STREET. LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.80 ach x 16200 W x 0.0167 = 216 cfm 2. Winter infiltration load 1.1 x 216 cfm x 32 3. Winter infiltration HTM 7603 Btuh / 260 ft2 F Winter TD = 7603 Btuh Total window = 29.2 Btuh/ft2 and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 16200 ft3 x 0.0167 = 2. Summer infiltration load 1.1 x 108 cfm 3. Summer infiltration HTM 2138 Btuh / 260 x 18 °F Summer TD = ftz Total window = and door area 108 cfm 2138 Btuh 8.2 Btuh/ft' Procedure C - Latent Infiltration Gain 0.68 x 43 gr/Ib moist.diff. x 108 cfm = 3185 Btuh rroceoure u - tqurpment Sizing Loads 1. Sensible sizing load Sensible ventilation load 1.1 x 50 cfm vent. x 18 °F Summer TD = 990 Btuh Sensible load for structure (Line 19) + 24562 Btuh Sum of ventilation and structure loads = 25552 Btuh Rating and temperature swing multiplier x 0.98 Equipment sizing load - sensible = 25041 Btuh 2. Latent sizing load Latent ventilation load 0.68 x 50 cfm vent. x 43 gr/Ib moist.diff. = 1474 Btuh Internal loads = 230 Btuh x 5 people + 1150 Btuh Infiltration load from Procedure C + 3185 Btuh Equipment sizing load - latent = 5809 Btuh Construction Quality is: a No. of Fireplaces is: 0 Bold/italic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. t wrightsoft RlghtSuite Residential- 5.5.06 RSR26014 ZrA E:1Filed)rtiorton200211965med iarrn%1965.rsr 2003-Apr-15 11:53:51 Page 1 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11i16i98 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 W S D W G L S S O N A S O O W C W S N K I. A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R LIVING a n NE a C n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 32.0 0.0 LAUNDRY M/BTH M/BR a n NW a C n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 32.0 0.0 BR 2 a n NW a C n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 16.0 0.0 BR 3 a n SW a C n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 16.0 2.0 BR 4 a n SW a C n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 16.0 2.0 FAMILY b n SW a C n 0 d 1 1 90 1.0 1.0 1.0 7.0 47.4 54.0 4.9 KITCH/NOOK a n SE a C n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 33.0 4.2 DINING a n SE a C n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 23.0 2.9 BTH ti wrightsoft Flight -Suite Residential- 5.5.06 RSR26014 2003-Apr-15 11:53:51 f E:tFileslDrHorton200211965mediann11965.rsr Page 1 IRIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11/16/98 109 COMMERCE STREET, LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 J: !th td. 1 Name of room Entire House LIVING LAUNDRY METHj4MANUAL2Lengthofexposedwall202.0 ft 44.0 R 10.0 ft 6.0 R 3 Room dimensions 21.0 x 13.0 ft 10.0 x 6.0 ft 9.0 x 18.0 ft Ceiings Condit. Option 8.0 111 heat/cool d 8.0 ft heat/cool 8.0 ftheat/cool 8.0 ft heaUcool TYPE OF ICS HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg Clg ft Htg CIg ft') Htg Clg W) Htg Clg ftl Htg Clg 5 Gross a 14B 4.6 2.1 1264 256 0 0 Exposed . b 12C 2.9 1.9 48 48 0 0 walls and c 13C 3.2 1.2 320 64 80 48 partitions d 0.0 0.0 0 0 0 0 6 Windows and a 1C 37.0 168 6209 32 1183 0 0 0 0 glass doors b 8C 37.0 54 1996 0 0 0 0 0 0 Heating c 9A 29.9 0 0 0 0 0 0 0 0 d 0.0 0 0 0 0 0 0- 0 0 7 Windows and North 20.4 16 325 0 0 0 0 0 0 glass doors NE/NW 39.4 80 3152 32 1261 0 0 0 0 Cooling E/W 0.0 0 0 0 0 0 0 0- 0 SE/ SW 47.4 126 5975 0 0 0 0 0 0 South 0.0 0 0 0 0 0 0 0 0 Horz 0.0 0 0 0 0 0- 0 0 0 8 Other doors a 101) 14.7 9.9 38 559 378 20 294 190 18 265 179 0 0 0 b 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 148 4.6 2.1 1042 4802 2146 224 1032 461 0 0 0 0 0 0 exposed b 12C 2.9 1.9 28 81 54 28 81 54 0 0 0 0 0 0 walls and c 13C 3.2 1.2 302 951 353 64 202 75 62 195 73 48 151 56 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 2025 3434 4508 273 463 608 60 102 134 162 275 361 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 202 5236 0 44 1140 0 10 259 0 6 156 0 Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 29.2 8.2 260 7603 2138 52 1521 428 18 526 148 0 0 0 13 Subtotal loss=6+8. +11+12 30871 5916 1348 581 Less external heating 0 0 0 0 Less transfer 0 0 0 0 Heating redistribution 0 0 0 0 14 Duct loss 10 3087 109' 592 10 135 10 58 15 Total loss = 13+14 33959 6507 1482 640 16 Int gains: People Q 300 5 1500 0 0 0 0 0 0 Appl- Q 1200 2 1800 0 0 1 600 0 0 17 Subtot RSH gain=7+8..+12+16 22329 3085 1133 417 Less external cooling 0 0 0 0 Less transfer 0 0 0 0 Cooling redistribution 10 0 0 0 0 18 Duct gain 2233 10 309 10 113 109 42 19 Total RSH gain=(17+18)•PLF 1.00 24562 1.00 3394 1.00 1246 1.00 458 20 Air required (cfm) 1175 1200 225 166 S1 61 22 22 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr gl-r,tsoft RightSulte Residential"' 5.5.06 RSR26014 2003-Apr-15 11:53:51 E:\ Files\DMorton2002\1965mediann\1965.rsr Page 1 RIG)iT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11116/98 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 MANUALJ: /th td. 1 Name of room MBR BR 2 BR 3 BR 4 2 Length of exposed wall 33.0 ft 11.0 ft 26.0 ft 11.0 ft 3 Room dimensions 14.0 x 17.0 ft 11.0 x 14.0 ft 14.0 x 12.0 ft 11.0 x 11.0 It41CeiingsCondit. Option 8.0 It heat/cool 8.0 ft heat/cool 8.0 It heat/cool 8.0 It heat/cool TYPE OF C HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg Clg W) Htg I Clg ft) Htg I Clg ft2) Htg Clg M Htg I Clg 5 Gross a 148 4.6 2.1 136 88 208 88 Exposed • b 12C 2.9 1.9 0 0 0 0 walls and c 13C 3.2 1.2 128 0 0 0 partitions d 0.0 0.0 0 0 0 0 e 0.0 0.0 0 0 0 0 f0.0 0.0 0 0 0 0 6 Windows and a 1C 37.0 32 1183 16 591 16 591 16 591 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 d0.0 0 0 0 0 0 0- 0 0 e 0.0 0 0 0 0 0 0 0 0 I 1 0.0 0 0- 0 0- 0 0 0 0 7 Windows and North 20A 0 0 0 0 2 41 2 41 glass doors NE/NW 39.4 32 1261 16 630 0 0 0 0 Cooling E/W 0.0 0 0 0 0 0 0 0 0 SE/SW 47.4 0 0 0 0 14 663 14 663 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 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 b tOD 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 104 479 214 72 332 148 192 885 395 72 332 148 exposed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0 walls and c 13C 3.2 1.2 128 403 150 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 238 404 530 154 261 343 168 2115 374 121 205 269 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 33 855 0 11 285 0 26 674 0 11 285 0 Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 Floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 29.2 8.2 32 936 263 16 468 132 16 468 132 16 468 132 13 Subtotal loss=6+8. +11+12 4260 1937 2903 1881 Less external heating 0 0 0 0 Less transfer 0 0 0 0 Heating redistribution 0 0 0 0 14 Duct loss 109' 426 109' 194 10 OA 290 109' 188 15 Total loss = 13+14 4686 2131 3193 2069 16 Int gains: People Q 300 1 300 0 0 0 0 0 0 Appl. Q 1200 0 0 0 0 0 0 0- 0 17 Subtot RSH gain=7+8..+12+16 2718 1253 1605 1253 Less external cooling 0 0 0 0 Less transfer 0 0 0 0 Cooling redistribution 0 0 0 0 18 Duct gain 10 OA 272 10 OA 125 10 °Y 160 10 125 19 Total RSH gain=(17+18)•PLF 1.00 2989 1.00 1378 1.00 1765 1.00 1125 0120Airrequired (cfm) 162 1as 74 67 111 86 72 67 Printout certified by ACCA to meet all requirements of Manual J 7th Ed wrr ghtsolFt RightSuite Residential' 5.5.06 RSR26014 2003-Apr-15 11:53:51 E:\Files\DrHorton2002\1965mediann%1965.rsr page 2 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11/16/98 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 J: !th ha. 1 Name of room FAMILY KITCH/NOOK DINING STHj4MANUAL2Lengthofexposedwall33.0 ft 18.0 it 10.0 ft 0.0 ft 3 Room dimensions 15.0 x 19.0 ft 18.0 x 17.0 ft 10.0 x 15.0 ft 12.0 x 9.0 ft Ceiings Condit. Option 8.0 111 heat/cool 8.0 111 heat/cool 8.0 ft heat/000l 8.0 ft heat/cool TYPE OF CS HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg Clg ft7) Htg Clg 111) Htg I Clg ft) Htg I Clg ftn Htg I Clg 5 Gross a 14B 4.6 2.1 264 144 80 0 Exposed . b 12C 2.9 1.9 0 0 0 0 walls and c 13C 3.2 1.2 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 e 0.0 0.0 0 0 0 0 f0.0 0.0 0 0 0 0 6 Windows and a 1C 37.0 0 0 33 1220 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 0 0 0 0 0 7 Windows and North 20.4 5 99 4 85 3 59 0 0 glass doors NE/NW 39.4 0 0 0 0 0 0 0 0 Cooling E/W 0.0 0 0 0 0 0 0 0 0 SE/SW 47.4 49 2329 29 1367 20 953 0 0 South 0.0 0 0 0 0 0 0 0 0 Horz 0.0 0 0 0 0 0 0 0 0 8 Other doors a 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 b 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 210 968 432 111 511 229 57 263 117 0 0 0 exposed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0 walls and c 13C 3.2 1.2 0 0 0 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 285 4113 634 306 519 681 150 254 334 108 183 240 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 33 855 0 18 467 0 10 259 0 0 0 0 Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 1 29.2 8.2 54 1579 444 33 965 271 23 673 189 0 0 0 13 Subtotal loss=6+8. +11+12 S881 3682 2299 183 Less external heating 0 0 0 0 Less transfer 0 0 0 0 Heating redistribution 0 70 0 0 14 Duct loss 10 588 10 % 368 10 230 10 18 15 Total loss = 13+14 6470 4050 2529 201 16 Int. gains: People Q 300 4 1200 0 0 0 0 0 0 Appl. Q 1200 0 0 1 1200 0 0 0 0 17 Subtot RSH gain=7+8..+12+16 5139 3833 1652 240 Less external cooling 0 0 0 0 Less transfer 0 0 0 0 Cooling redistribution 0 0 0 0 18 Duct gain 10 514 100A•••` 383 109' 165 104' 24 19 Total RSH gain=(17+18)•PLF 1.00 5653 1.00 4216 1.00 1818 1.00 264 20 Air required (cfm) 1 2241 276 1 1401 206 1 881 89 7 13 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr ght501Ft Right -Suite Residential- 5.5.06 RSR26014 2003-Apr-15 11:53:51 E:\Files\DrHorton2002\1965mediann\1965.rsr Page 3 Rating ist have a Nnhum clearance of 4 Inches around the olr handler per the State Energy code. ( )duct has an r=6 Insulation value. a MiTeke MiTek Industries Inc. 16472 Segovia Circle North Pembroke Pines, Fl. 33331-4627 USA January,27, 2003 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 : I4421382 thru I4421415. Total : 34 drawings. Job DR1965E Builder D.R. HORTON Location BAKERS CROSSING, LOT County SEMI:NOLE 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: 1) 34 Truss drawing. 2) Truss Index. January 27, 2003 Junaidie Budiman, PE The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of building designer, per ANSI/TPI 1-1995 Sec.2. IX TRUSS INDEX OF JOB DR1965E Trusses included=34 0,"\DR1965E\a.tre" 14421382 1,"\DR1965E\a11.tre" 14421383 2,"\DR 1 965E\a 11 g. tre" 14421384 3,"\DR1965E\al3.tre" 14421385 4,"\DR1965E\al5.tre" 14421386 5,"\DR1965E\al7.tre" 14421387 6,"\DR1965E\a19.tre" ` 1 4421388 7,"\DR1965E\a7,tre" 14421389 8,"\DR1965E\a9.tre" 14421390 9,"\DR1965E\b7.tre" 14421391 10,"\DR1965E\b9.tre" 14421392 11,"\DR1965E\c1.tre" 14421393 12,"\DR1965E\cg.tre" 14421394 13,"\DR1965E\d.tre" 14421395 14,"\DR1965E\d3.tre" 14421396 15,"\DR1965E\e.tre" 14421397 16,"\DR1965E\e3.tre" 14421398 17,"\DR1965E\eg.tre" 14421399 18,"\DR1965E\fg.tre" 14421400 19,"\DR1965E\j.tre" 14421401 20,'1DR1965E\j3.tre" 14421402 21,"\DR1965E\jg.tre" 14421403 22,"\DR1965E\jgl.tre" 14421404 23,"\DR1965E\jg2.tre" 14421405 24,"\DR1965E\kAre" 14421406 25,"\DR1965E\I.tre" 14421407 26,"\DR1965E\11.tre" 14421408 27,"\DR1965E\124,tre" 14421409 28,"\DR1965E\127.tre" 14421410 29,"\DR1965E\rnAre" 14421411 30,"\DR1965E\s.tre" 14421412 31,"\DR1965E\s1.tre" 14421413 32,"\DR1965E\s2.tre" 14421414 33,"\DR1965E\s4.tre" 14421415 No. 4.5161 STATE OF MOM- toa, January 27, 2003 AWARNINO - Verj& 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 b for an Individual building component to be Installed and boded vertically. ApplIcabBBy 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 b the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consull OST-88 Quality Standard, 011111-89 Bracing Specification, and HIB-91 Handling Installlna and Bracing Recommendalionavoliabie from Truss Plate Institute, 593 D'Onofrb Drive, Madison, WI63719. N! 0 MiTeke Symbols PLATE LOCATION AND ORIENTATION 1'i. *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. cr O For 4 x 2 orientation, locate plates/B" from outside edge of 0. truss and vertical web. 0 This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT MiTek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required Ite 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. Nii Q WWI AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane o at joint locations. a 4. Unless otherwise noted, locate chord splices o at /4 panel length(' 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is fo camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM016,019 FfMRO,A/R® 4 Job Truss Truss Type Oty Ply HORTON 14421382 R1965E A ROOF TRUSS 10 1 JCCUSPAN-TH, optional) LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:07:03 2003 Page 1 i1-0-q 7-1-3 13-6-10 2D-0-0 26-5-6 32-10-13 40-0-0 41-0-p 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 • 1:67.7 54 _ 5.oct F2 5 54 5.0 4 6 bW 2,a 4' 7 2 5 9 a1d 1a 3.5 = 14 13 12 11 10 lam = 3.4 = 316 = US 34 3.4 = 10-3-14 20-0-0 29-8-2 40-0.0 1D-3-14 9-8-2 9-8-2 10-3-14 Plate Offsets Y : 2:0-4-2 0-1-8 4:03-003-06:0-3-00-3-08:0-4-2 0-1-8 LOADING (psf) SPACING 2- M CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.75 Vert(LL) 0.29 12 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.91 Vert(TL) -0.63 10-12 >753 BCLL 0.0 Rep Stress Incr YES WB 0.76 Horz(TL) 0.16 8 n/a BCDL 10.0 Code FBC2001 1st LC LL Min Udefl = 360 Weight: 195 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-8-6 oc puriins. 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-" Max Horz 2=-224( load case 5) Max Uplift2=-1017(load case 4), 8=-1017(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2= 14, 2-3=3714, 3-4=3345, 4-5=-2354, 5-6=-2354, 6-7=-3345, 7-8=3714, 8-9=14 BOT CHORD 2-14= 3396, 13-14=2826, 12-13=2826, 11-12=2826, 10-11=2826, 8-10=3396 WEBS 3-14=-410, 4-14=536, 4-12=-866, 5-12=1329, 6-12=-866, 6-10=536, 7-10=410 NOTES (4) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7- 98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially,MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide mechanical connection ( by others) of truss to bearing plate capable of withstanding 1017 lb uplift at joint 2 and 1017 lb uplift at joint 8. pp it 4) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N.. Pembroke Pines, FL 33331. LOADCASE(S) Standard t No. 4.5161 ' , t i STATE OF on ALAWARMNG - V r( y design pQ w"ttrst and READ 11TOTES ON TWS AND REVERSE SWE BEFORE USE. Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. ApplIcabWty of design parameters and proper Incorporation of component Is iesponslbi0ty of building designer - not truss designer. Bracing shown Is tot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responslblllty of the elector. Additional permanent bracing of the overall stluctule Is the iesponslbBlty of the building designer. For general guidance regarding fabrication, quality control. storage, delivery, erection and btacing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 MiTek® Handling Installing and BracingRecommendationavailablefromTrussPlateinstitute, 593 D'Onottlo Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 1 3i. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss•ond securely seat. ir 0 For 4 x 2 orientation, locate plates 1 /8" from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nall Jolnt/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 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. M MiTeke AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at I/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 %at time of fabrication. TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and In all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling Is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cufor alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses, 1993 Mitek Holdings, Inc. FORM01 B4O19 HYDRO -AIR C Job Truss Truss Type Oty Ply HORTON 14421383 DR1965E A11 ROOF TRUSS 1 1 optional) CCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:07:03 2003 Page 1 5-9-14 11 0-0 17-0-0 23-0-0 29-0-0 34-2-2 40-0-0 41 0 p11-0-0 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 • 1:68,6 5x6 = 54 _ L SSA = 3M = 4 5 8 7 5.00 F2 20 4- 2.4 3 e 2 6 10 1 1$ US = t5 14 13 12 11 US = US = 34 = 30 = 34 = 318 = 11-0-0 20-0-0 29-0-0 40-0-0 r , 11-0-0 9-0-0 9-0-0 11-0-0 Plate Offsets X Y : 2:0-4-2 0-1-0 4:030 0-2-4 5:0-3-00-3-07:0-3-00-2-4 9:0-4-2 0-1.8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.84 Vert(LL) 0.40 13 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.97 Vert(TL) -0.66 11-13 >715 BCLL 0.0 Rep Stress tncr YES W B 0.98 Horz(TL) 0.19 9 n/a BCDL 10.0 Code FBC2001 1st LC LL Min Udefl = 360 Weight: 192 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 25-8 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 REACTIONS (lb/size) 2=1951/0-8-0, 9=1951/0-M Max Horz 2= 134(load case 4) Max Uplift2=-963( load case 2), 9=-963(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1- 2=14, 23=-3770, 3-4=-3361, 45=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 (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category It: exposure B; partially,MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 963 lb uplift at joint 2 and 963 lb uplift at joint 13U 9. `9 iF- 5) Truss Engineer. Junaidie Budiman, PEtt45161. Address: 16472 Segovia Cir. N.. Pembroke Pines, FL 33331. + , . ........l l Q LOAD CASE(S) Standard •• G' Y No. 45161 Y 0 '; STATE OF , t k,01 0 R t 6402- 9.96 '*'' AWARIITING - VerVy deellyn pasametersr and READ NOTES ON THIS AND REVERSE SWZ BEFORE USE. Design valid for use only with MI1ek connectors. This design b based only upon parameters shown, and Is for on lndWuol bulding 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 onty. Additional temporaty bracing to Insure stability duting construction Is the responsibility of the erectot. Additional permanent brbcing of the overall structure Isthe responsibility of the building designer. For general guidance tegatding fabrication, quality control, storage, delivery, erection and bracing, consull OST-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 M iTek0 Handling Installina and BracingRecommendationavailablefromPunPlateInstitute, 583 D'Onofrlo Drive, Madison, Wl53719. 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. cc 0 For 4 x 2 orientation, locate X plates I/8" from outside edge of CL truss and vertical web. 0 This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE 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 40,10 continuous lateral bracing. Indicates location of joints at which bearings (supports) occur. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N MiTek® O AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at 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, TM erection and installation of trusses, PANEL 1993 Mitek Holdings, Inc. FORM018,019 Job Truss Truss Type Oty Ply HORTON 14421384 DR1965E A11G ROOF TRUSS 1 1 o tional CCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:07:04 2003 Page 1 i1:4 5-9-14 11-" 15-6-0 20-0-0 24-6-0 29-0-0 34-2-2 40-0-0 41 0 p r-1 1-0-0 5-9-14 5-2-2 4-6-0 4-6-0 4-6-0 4-6-0 5-2-2 5-9-14 1-0-0 Scale • 1:6116 5x8 = 5x8 = f sxe = 2x4 it 3.4 = 4 s e 7 6 5.00 1z 3.4 4 3x4 43 9 2 10 a1 11 IY e 5x12 i 18 17 to 1s 14 13 12 4xe = 2.4 II 44 = Nil = 44 = 74 = 44 = 2.411 5-9-14 11-0-0 14-3-0 20-0-0 25-9-0 29-0-0 34-2-2 40-0-0 1 5-9-14 5-2-2 3-3-0 5-9-0 5-9-0 3-3-0 5-2-2 5-9-14 Plate Offsets Y : 2:0-5-5 0-2-8 4:0-5-12 0-2-85:0-3-0 0-3-08:0-5-12 0-2-8 14:0-4-00-4-0 16:0-4-00-4-8 LOADING (psf) SPACING 2-" CSI DEFL in (loc) Vdeff PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.97 Vert(LL) 0.62 15 >757 MII20 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.56 Vert(fL) -0.88 15 >539 BCLL 0.0 Rep Stress Incr NO WB 0.90 Horz(TL) 0.21 10 Na BCDL 10.0 Code FBC2001 1 st LC LL Min I/deft = 360 Weight: 246 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.1 D 'Except' TOP CHORD Sheathed. 5-8 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-2-8 oc bracing. BOT CHORD 2 X 6 SYP SS WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2= 3417/0.6-0, 10=2754/0-8-0 Max Horz 2=136( load case 4) Max Uplift2=-1714(load case 2), 10=-1374(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2= 17, 2-3=-7690, 3-4=-7153, 45=-8112. 5-6=-7469, 6-7=-7469, 7-8=-6082, 8-9=-5464, 9-10=-6021, 10-11=17 BOT CHORD 2-18= 7057, 17-18=7057, 16-17=6609, 15-16=8042, 14-15=6453, 13-14=5051, 12-13=5525, 10-12=5525 WEBS 3-18=108. 3-17=-500, 4-17=289, 4-16=2583, 5-16=266, 5-15=-814, 6-15=-333, 7-15=1444, 7-14=-1401, 8-14=1771, 8-13=301, 9- 13=-530, 9-12=108 NOTES (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7- 98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially,MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. it [7 pp 3) Provide adequatedrainagetopreventwaterponding. 4 4) Porov id0e mechanicalconnection (by others) of truss to bearing plate capable of withstanding 1714 lb uplift at joint 2 and 1374 lb uplift at i F •/A_ P rC 5) Specialhanger(s) or connection(s) required to support concentrated load(s) 2268.21b down and 1181.61b up at 14-3-8 on bottom chord. y Design for unspecified connection( s) is delegated to the building designer. 6) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. •, No. 4.5161 LOAD CASE(S) Standard 1) Regular. Lumber Increase= 1.33, Plate Increase=1.33 Uniform Loads (plo 0 STATE OF = Vert: 1-4=-74. 0, 4-8=-74.0, 8-11=-74.0, 2-10=-20.0 '• a Concentrated Loads (Ib) •.0 R I Vert: 16=-2268.2 402-9.66 0` Y L AWARNWO - Vtr(N design pawmeterir and READ NOTES ON THIS AND JtBVZRSE SLDE 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 b tesponslbl0ty of building designer - not truss designer. Bracing shown If lot lateral support of Individual web members only. Additional temporary bracing to Insure dabUlty during construction Is the responsibility of the erector. Additional permanent btadng of the overall structure b the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, dellvery, election and bracing, consult OST-88 Quality Standard, DSB-89 Bracing specification, and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, Wl53719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 11/1 *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. L„y J2 J3 J4 owner and all other interested parties.. 0 - •' TOP CHORDS 2. Cut members to bear tightly against each u c3 other. o WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate O , Q joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of o 0- at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chord splices at /4 length(* 6" fromJpanel adjacent joint.) BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of direction of slots in J8 J7 J6Arequiredlumbershallnotexceed19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibilityPtY of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 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, TM PANEL erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018,019 MMRO,AZR 0 Job Truss Truss Type Oty Ply HORTON 14421385 R1965E A13 ROOF TRUSS 2 1 optional) CCUSPAWTH, LONGWOOD. FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:07:04 2003 Page 1 it 0 p 6-9-14 13-0-0 17-8-D 22-4-0 27-" 33-2-2 40.0.0 4t 0 p 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 style • V68,6 54 = 3.4= N4= 5'_ 4 5 6 7 S.oO Fi2 3.4 1,; 3x4 3 e 2 6 US = 17 16 15 14 13 12 11 3K8 = 2.4 It US = 3) = 3u1 = 34 = 3.8 = 20 11 6-9-14 13-0-0 20-0-0 27-0-0 1 33-2-2 4D-0-0 6-9-14 6-2-2 7-0-0 7-0-0 6-2-2 6-9-14 Plate Offsets Y : 2:0-4-2 0-1-8 4:0-3-00-2-4 7:0-3-00-2-4 9:0-4-2 0-1-8 LOADING (psf) SPACING 2-" CSI DEFL in (loc) Vdefl PLATES GRIP TCLL 30. 0 Plates Increase 1.33 TC 0.72 Vert(LL) 0.33 14 >999 M1120 249/190 TCDL 7. 0 Lumber Increase 1.33 BC 0.73 Vert(fL) -0.52 14-16 >910 BCLL 0. 0 Rep Stress Ina YES WB 0.61 Horz(TL) 0.18 9 n/a BCDL 10. 0 Code FBC2001 1st LC LL Min Vdefl = 360 Weight: 206 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-93 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-1-1 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/ size) 2=1951/0-8-0, 9=1951/0-" Max Harz 2=-154(load case 5) Max Uplift2=- 930(load case 4), 9=-930(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 23=-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 (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially'. MW FRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others)of truss to bearing plate capable of withstanding 930 lb uplift at joint 2 and 930 lb uplift at joint 9. 1113 u4/ 5) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. C'P i F C,q LOAD CASE(S) Standard No. 4. 5161 MATE OF s aNa% AWARfaNG - Ve jjy design parnnsrtem and R&W NOTES ONTHIS AND REVERSE SIDE BZ"RE USE. Use! Design valid for use only with MITek connectors. This design b based only upon parameters shown, and Is tot an individual building component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component b responsibility of building designer - not truss designer. Btocing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the tesponsiblllty of the erector. Additional permanent btbcing of the overall structure Is the tesponslblilty of the building designer. For general guidance regaiding fabrication, quality control, storage, delivery, election and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 MiTek® Handling InstallingandBracingRecommendationavailablefromTtuuPlateInstitute, 593 D'Onofrb Drive. Madison, WI53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t'i. * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply plates to both sides of truss and 1. Provide copies of this truss design to the securely seat. building designer, erection supervisor, property J2 J3 J4 TOP CHORDS owner and all other interested parties.. cz Q 2, Cut members to bear tightly against each other. WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o 3 , 3 a:joint and embed fully. Avoid knots and wane plates 1 /B" from outside edge of U a y o 4. at joint locations. truss and vertical web. a Unless otherwise noted, locate chords lacesPI/ 4ceC, o at panel length(+ 6" from adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in Jt 18 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 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. WWI 4C• TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cufor alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised In handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM016,01 V O HMR0,4/R Job Truss Truss Type Qty Ply HORTON 14421386 DR1965E A15 ROOFTRUSS 2 1 o tional ICCUSPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:07:04 2003 Page 1 i1-0-0 7-9-14 1 15-0-0 1 20-0-0 25-0-0 32-2-2 40.0-0 41-0-p 1-0-0 7-9-14 7-2-2 5-0-0 5-0-0 7-2-2 7-9.14 1-0-0 Swb•1:eae sxs = 3x4 = sell = s.00 1z 4 s s 5xe i 5xB 3 l 2 B 91dd_d yTd1 US = 13 12 11 10 3x8 = 2x4 11 Sell = US = 2x4 I1 7-9-14 15-0-0 25-0.0 32-2-2 40-0-0 7.9-14 7-2-2 10-M 7-2-2 7-9-14 Plate Offsets X Y : 2:0-4-2 0-1-8 3:0-3-0 0-3-44:0-3-00-2-4 6:0-3-00-2-4 7:0-3-00-348:04-2 0-1-8 11:0-4-00-3-012:04-00-3-0 LOADING (psf) SPACING 2-" CSI DEFL in (loc) Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.89 Vert(LL) 0.27 12 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.85 Vert(TL) -0.66 11-12 >720 BCLL 0.0 Rep Stress Incr YES W B 0.87 Horz(TL) 0.17 8 n/a BCDL 10.0 Code FBC2001 1st LC LL Min Vdefl = 360 Weight: 199 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D ' Except' TOP CHORD Sheathed. 1-3 2 X 4 SYP No.1D, 7-9 2 X 4 SYP No.1D BOT CHORD Rigid ceiling directly applied or 4-10-0 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-" Max Horz 2=-174(load case 5) Max Uplift2=-959(load case 4), 8=-959( 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 (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially,MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 959 lb uplift at joint 2 and 959 lb uplift at joint `D i 13 Q/ 8. "` ....... 5) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard No. 4.5161 STATE OF . ty 46'ORI A'' ss oNA1. AwARNINO - ver(N design parameter andREADNOTES ON 7W1S AND REVERSE SIDE HEPORE USE. Design valid for use only with MiTek connectors. This design h 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 responslblifty of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stabWty duting construction is the responslblllly of the erector. Additional permanent bNcing of the overall shuctute is the responslbillty of the building designer. For general guidance regarding fabrication, quality control. storage, delivery• etectlon and bracing, consuB OST-88 Quality Standard, DSB-BO Bracing Specification, and NIB-91 MiTek® Handling Installlnq and Bracing Rocommondallaftb n available fromTrussPlateInstitute. 583 D'OnoDrive, Madison, Wl53719. 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. Ir o 0 For 4 x 2 orientation, locate X plates I/8" from outside edge of CLtrussandverticalweb. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 JB J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 4011" continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. Mi! WWI 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 i at joint locations. a 4. Unless otherwise noted, locate chord splices o at I/4 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. IIIIiiiii PANEL TM CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10' ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018,019 HYOtiO,A/R job Truss Truss Type City Ply HORTON 14421387 R1965E A17 ROOFTRUSS 2 1 optional) CCUSPAN-TH, LONGWOOD. FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:07:05 2003 Page 1 11-0-Q 6-1-3 11-6-10 17.0-0 23-0-0 28-5-6 33-10-13 40-" 411 p 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-" stab • 1:68.6 se= se = s e 5,rxl 12 3.4 i 30 4 7 54 G 54 3 8 2 8 10 a 1d la US = 18 1s 14 13 12 11 3a = 3.4= 34= 34= 3.4= 34= U4= 8-9-14 17-0-0 23-0-0 31-2-2 40-M 8-9-14 8-2-2 6-0-0 8-2-2 8-9-14 Plate Offsets X Y : 2:0-4-2 0-1 3:03-00-3-0 5:03-00-2-46:0-5-12 0-2-8 8:0-3-00-3-09:0-4-2 0-1-8 LOADING (psf) SPACING 2-" CSI DEFL in (loc) Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.79 Vert(LL) -0.27 13 >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 W B 0.71 Horz(TL) 0.17 9 n/a BCDL 10.0 Code FBC2001 1st LC LL Min Vdefl = 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 4-7-4 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 6-14 REACTIONS (lb/size) 2=1951/ 0-M, 9=1951/0-8-0 Max Harz 2= 1 94( load case 4) Max Uplift2=-984(load case 4), 9=-984(load case 5) FORCES (lb) - 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 (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially,MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 984 lb uplift at joint 2 and 984 lb uplift at joint p 5) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. ` 7j IC'y CASE(S) ' •' IV'Q LOADStandardrY into. 4.5161 to , t r 0 : STATE OF .• ' ZORID AWA&WNG - Ver(y design par antieters and READ NOTES ON THIS AND RE VERSE SSE BEFORE UM. Design valid for use only with MITek connectors. This design b based only upon parameters shown, and Is tot an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is tot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the elector. Additional permanent biiicing of the overall structure Is the responsWity of the building designer. for general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult CST-88 Quality Standard, OSB-89 Bracing Specification, and HIS-91 MiTek® Handling Installing and Bracing RecommendatlonavallabiefromTrussPlateInstitute, W3 D'Onofrlo Drive, Madison, WI53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION • , Failure to FOIIOW Could Cause Property 1'/. *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply plates to both sides of truss and 1. Provide copies of this truss design to the securely seat. building designer, erection supervisor, property J2 J3 J4 TOP CHORDS owner and all other interested parties.. cz c3 2. Cut members to bear tightly against each other. Q WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o G , Q O joint and embed fully. Avoid knots and wane at joint locations. plates 1/8" from outside edge of a truss and vertical web. a o 4. Unless otherwise noted, locate chords lacesP at 114 length(+ 6" fromceC, C6 panel adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. For tabular plating format refer to the MiTek/Gang-Nall Joint/Plate Placement Chart. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required te continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. M MiTeke TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construc4ion materials. 14. Do not cutor alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM016.019 Lob Truss Truss Type Oty Ply HORTON 14421388 DR1965E A19 ROOFTRUSS 2 1 optional) S-kCCU-SPAN-T LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:07:05 2003 Page 1 11-0-p 6-9-3 12-10-10 19-0-0 21-0-0 , 27-1-6 33-2-13 40.0-0 41 0 p 1.0-0 6-9-3 6-1-6 6-1-6 2-0-0 6.1-6 6-1-6 6-9-3 1-0-0 Scale • 1:68.6 5xe = 5xs = 5 e 5.00 12 U4 3x4 C 4 7 54 i Sxe 3 8 2 B US = 18 15 14 13 12 11 US 30 = 3,6 = 30 = 3x4 = 34 = 3x4 = 9-9-14 19 0 0 , 21-0-0 , 30-2-2 40-0-0 9-9-14 9-2-2 2-0-0 9-2-2 9-9-14 Plate Offsets X Y : 2:0.4-2 0-1-8 3:0-3-003-05:0-3-00-2-4 6:0-3-0 0-2-48:0-3-00-3-09:0-4-2 0-1-8 LOADING (psf) SPACING 2-" CSI DEFL in (loc) Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1. 33 TC 0.57 Vert(LL) 0.36 14-16 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1. 33 BC 0.83 Vert(fL) -0.57 14-16 >827 BCLL 0.0 Rep Stress Incr YES WB 0.46 Horz(TL) 0.17 9 n/a BCDL 10.0 Code FBC2001 Matrix) 1st 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 4-7-10 oc bracing. WEBS 2 X 4 SYP No. 3 WEBS 1 Row at midpt 4-14. 7-13 REACTIONS (lb/size) 2=1951/0.", 9=1951/0-" Max Harz 2=214(load case 4) Max Uplift2=-1008(load case 4), 9=-1008(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=29, 2- 3=-3939, 3-4=3579, 45=-2575, 5-6=-2304, 6-7=-2575, 7-8=-3579, 8-9=3939, 9-10=29 BOT CHORD 2-16=3523, 15- 16=2946, 14-15=2946, 13-14=2304, 12-13=2946, 11-12=2946, 9-11=3523 WEBS 3-16=-408, 4-16= 560, 4-14=-863, 5-14=667, 6-13=667, 7-13=-863, 7-11=560, 8-11=408 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially,MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1008 lb uplift at joint 2 and 1008 lb uplift at 13 joint 9. ` if- 5) Truss Engineer. Junaidie Budiman, PE# 45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard ry r • t No. 4-5161 ,ri STATE OF : r S% 61 OR101 e.N,I ANAL A WARMNa - Ver(N deefynpampirwters and READ NOTES ON TIUS AND REVERSE SIDE BEFORE USE. ® Design volld for use only with MITek connectors. this design b based only upon parameters shown, and Is for an Individual building component to be Installed and loaded verticolly. 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 responsiblllty of the erector. Additional permanent brisctnq of the overall structure b 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 Recommendation available from Truss Plate Institute, 583 D'Onofrb Drive, Madison, WI53719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t)/. * Center plate on joint unless. Damage or Personal 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 a securely seat.' All J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2, Cut members to bear tightly against each other. WEBS JS cc 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i , ; ; 0 joint and embed fully. Avoid knots and wane pCrlates1fromoutsideedgeof O d y V at joint locations. truss andd vertical web. a o 4. Unless otherwise noted, locate chordsplices 1/ 4 atpanel length(* 6" from adjacent joint.) 06BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7. Camber is a non-structural consideration and MRek/ Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/ DILHR 870040-N• 930013-N, 910080-N connections to trusses are the responsibility 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 cuf or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised In handling, PANEL i~ erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM016, 019 L ® #fMRO, aia0 ti. 4 Job Truss Truss Type Qty Ply HORTON 14421389 R1965E A7 ROOF TRUSS 1 2 optional) TkCCU-SP LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:07:06 2003 Page 1 3-9-14 7-0-0 13-6-14 20-0-0 26-5-2 33-0 0 36.2-2 40-0-0 41 0 p11-0-Qr- 1-0-0 3-9-14 3-2-2 6-6-14 6-5-2 6-5-2 6-6-14 3-2-2 3-9-14 1-0.0 swe•1:ea,e 5x10 = 5x10 = 4A = 7x5 = 4,6 = 5.00 12 4 5 6 7 8 20 a 2x4 3 9 2 10 11 1 34 = 16 15 14 13 12 US = 3.4= 5,6= US = 515= 3.4= 7-0 0 13-6-14 20-" 26-5-2 33-0-0 40-" 7-0-0 6-6-14 6-5-2 6-5-2 6-6-14 7-0-0 Plate Offsets X Y : 2:0-4-2 0-1-8 4:0--0 0-3.4 6:0-4-00-4-8 8:0-4-00-3-4 10:0-4-2 0-1-8 13:0-3-00-3-4 15:03-0 0-3-4 LOADING(psf) SPACING 2-" CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.93 Vert(LL) 0.94 14 >500 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.96 Vert(TL) -1.09 14 >432 BCLL 0.0 Rep Stress Incr NO WB 0.74 Horz(TL) 0.24 10 n/a BCDL 10.0 Code FBC2001 1st LC LL Min Udefl = 360 Weight: 430 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D 'Except' TOP CHORD Sheathed or 3-6-8 oc puriins. 4-6 2 X 6 SYP No.2ND, 6-8 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 4-7-12 oc bracing. BOT CHORD 2 X 4 SYP No.2D 'Except' 13-15 2 X 4 SYP No.1 D WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=3875/0-", 10=3875/0-8-0 Max Horz 2=- 92(load case 5) Max Uplift2=-2516( load case 2), 10=-2516(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1- 2=14, 2-3=-8441, 3-4=-0545, 4-5=-12386, 5-0=-13791, 6-7=-13791, 7-8=-12386, 8-9=-8545, 9-10=-8441, 10-11=14 BOT CHORD 2- 16=7643, 15-16=7951, 14-15=12386, 13-14=12386, 12-13=7951, 10-12=7643 WEBS 3-16= 299, 4-16=685, 4-15=4852, 5-15=-1698, 5-14=1540, 6-14=-991, 7-14=1540, 7-13=-1698, 8-13=4852. 8-12=685, 9-12=299 NOTES (8) 1) 2-ply truss to be connected together with 10d Common(.148"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. `9I B D/ Webs connected asfollows: 2 X 4 - 1 row at 0-9-0 oc. " •.•.......• 2) Unbalanced roof live loads have been considered for this design. .• P l F / r`y` •.• 3) Wind: ASCE7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf: occupancy category 11; exposure B; partially,MWFRS gabl end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 4) Provide adequate drainage to prevent water ponding. t 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2516 lb uplift at joint 2 and 2516 lb uplift at NO. 45161 joint 10. 6) Girder carries hip end with 7-0-0 end setback STATE OF r 0 7) Specialhanger(s) or connection(s) required to support concentrated load(s) 603.21b down and 470.91b up at 334)-0, and 603.21b down % and 470.91b up at 7-" on bottom chord. Design for unspecified connection(s) is delegated to the building designer. '•• ` 8) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331.•• er( p R 1 4:`' Ier.Mta LOAD CASE(S) Standard L 1) Regular. Lumber Increase=1.33, Plate Increase=1.33 AWARNINO - VerlW design parameter: and READ NOTES ON TffiS AND REVERSE SIDE BEFORE USE, Design valid lot use only with MRek connectors. This design Is based only upon parameters shown, and Is lot an individual building component to be Installed and loaded vertically. Appilcobillty 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 regording fabrication. quality control, storage, delivery, erection and bracing, consue CST-8a Quality Standard, DSS-89 Bracing Specification, and HIB-91 M iTek® Handling Installlna andBracingRecommendationavailablefromTrussftleInstitute, 583 D'Onofrlo Drive, Madison, WI53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1'i4 * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply plates to both sides of truss and 1. Provide copies of this truss design to the securely seat. building designer, erection supervisor, property 1 J2 J3 J4 TOP CHORDS owner and all other interested parties.. 2, Cut members to bear tightly against each other. WEBS JS 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o U Q O joint and embed fully. Avoid knots and wane at joint locations. plates 1/e" from outside edge of d truss and vertical web. a o 4. Unless otherwise noted, locate chords licesP at 114 length(+ 6" fromFLceC, u panel adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 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. Mi! MiTeke Will PANEL TM CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Comber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to comber 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 cutor alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses, 1993 Mitek Holdings, Inc. FORM018,019 NMRO,A/R 14421389 1965E IA7 TH, ROOFTRUSS LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1.4=-74.0, 4-6=-154.2, 6-11=-74.0, 2-16=-20.0, 12-16=-41.7, 10-12=-20.0 Concentrated Loads (Ib) Vert: 16=-603.2 12=-603.2 2 Of 5.000 s Sep 4 2002 9,E f3 14 u yh % n• 1 STATE OF : AQ- A VARMNO - VsrW assign panamstem 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. Appllcablltty of design parameters and proper Incorporation of component is responsibility of building designer - not truce designer. firocing 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 brbctng of the overall structure is the responslblilfy 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 tnstalllna and Broeing Recommendation avallable from Truss Plate Institute. 583 D'Onofrb Drive, Madison, WI53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches: Apply plates to both sides of truss -and 1. Provide copies of this truss design to the securely seat. building designer, erection supervisor, property A J2 J3 J4 TOP CHORDS owner and all other interested parties.. c2 c3 2. Cut members to bear tightly against each other. WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o a:joint and embed fully. Avoid knots and wane plates/e" from outside edge of a O V at joint locations. truss and vertical web. a 4. Unless otherwise noted, locate chords lacesP cb o at I/4 panel length(* 6" from adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in Ji J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40 11 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. Mi! MiTek® O PANEL TM CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and In all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construc4ion materials, 14. Do not cufor 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 HMR0,4/R Job Truss Truss Type Oty Ply HORTON 14421390 DR1965E A9 ROOF TRUSS 1 1 optional) CCUSPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:07:06 2003 Page 1 11-0-0 4-9-14 9-0-0 14-6-0 20-0-0 25-6-0 31-0-0 35-2.2 40-0-0 41 0 p 1-0.0 4-9-14 4-2-2 5-6-0 5-" 5-8-0 5-6-0 4-2-2 4-9-14 1.0-0 Scale • 1:68 6 sm = 5,e = 3x4= 58= 3.4= 5.00 F12 4 5 6 7 6 2s4 2x4 i 3 B7: 2 10 11 d1 1q6 Sae = 17 16 15 14 13 12 34 = 34 = 44 = 3.4 = 3z4 = 44 = US = 9-0-0 16-4-0 23-8-0 31-0-0 40-0.0 9-0-0 7-4-0 74-0 7-4-0 9-04) Plate Offsets X Y : 2:04-2 0-1-84:0-3-00-2-4 6:0-3-00-3-08:0-3-0 0-2-410:0-4-2 0-1-8 16:0-3-0Edge] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1. 33 TC 0.79 Vert(LL) 0.51 15 >933 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 FBC2001 1st LC LL Min Well = 360 Weight: 195 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-4-15 oc puriins. BOT CHORD 2 X 4 SYP No.213 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-" Max Horz 2=-114(load case 5) Max Uplift2=-997(load case 2). 10=-997(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 23=- 3855, 3-4=-3566, 4-5=-3329, 5-6=-4558, 6-7=-0558, 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=4300, 5-15=387, 6-15=-283, 6-14=-283, 7-14=387, 7-12=4300, 8-12=1007. 9-12=-237 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially,MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 997 lb uplift at joint 2 and 997 lb uplift at joint 10. C [3 b i,» 5) Truss Engineer. JunaidieBudiman, PE# 45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. . GLQ LOAD CASE(S) Standard )) t ' P10. 4.5161 ,k i Pi STATE OF oNaL AWARMNG - VerMdesignparametersand READ NOTES ON TIM AND RE VERSE SWE BEFORE USE. sign Design valid tot use only with MITek connectots. This design is based only upon potometets shown, and is for an individual building component to be Installed and boded vertically. Applicability of design porametets and proper Incorpototion of component is iesponsiblUty of building designer - not truss deslgnet. Btocing shown is for Wetal support of Individual web members only. Additional temporary bracing to Insure stability cluting construction is the responsibility of the erectot. Additional permanent bracing of the overa0 structure is the responsibility of the building designer. For general guidance regarding tobrbation, quality control. stotope, delivery, erection and btacing, consull OST-8E Quality Standard, 058.89 Bracing Specification, and HIB-91 Handling Installlnq and Bracing Rocornmorsdalion available atom Ttuss Plate Institute, 583 D'Onotrb Drive, Madison, Wl53719. M iTek® Symbols PLATE LOCATION AND ORIENTATION 1'i. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches.•Apply plates to both sides of truss and securely seat. f- 0 For 4 x 2 orientation, locate 0 0 plates 1/8" from outside edge of CL truss and vertical web. 0 This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating formal refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 4010" 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 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 of at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at /4 panel length(* 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cuf 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 Welk Holdings, Inc. FORM018.019 HYDRO-AIRO Job Truss Truss Type Oty Ply HORTON 14421391 R1965E B7 ROOF TRUSS 1 1 o tional CUSPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:07:07 2003 Page 1 1-0-0 3-9-14 7-041 11-2-15 15-4-1 19-7-0 1-041 3-9-14 3-2-2 4-2-15 4-1-3 4-2-15 Scab • 1:34 4 0.8 = 3411 5.8 = 56x8 - 54 7 5.00 12 2.4 a 3 2 11 10 9 3.8- 3.4= U4 74= 3.411 7-0-0 11-2-15 15-4-1 19-7-0 7-0-0 4-2-15 4-1-3 4-2-15 Plate Offsets X Y : 2:0-" 0-0-03:0-0-00-" 4:0-2-00-3-12 5:0-0-00-0-06:0-0-00-0-07:0-0-00-0-09:0-2-8 0-4-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in ( loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0. 58 Vert(LL) 0.16 10-11 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0. 58 Vert(fL) -0.19 10-11 >999 BCLL 0.0 Rep Stress Incr NO WB 0. 81 Horz(TL) 0.05 8 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/deft = 360 Weight: 127 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No. 2D 'Except' TOP CHORD Sheathed or 3-3-5 oc purtins, except end verticals. 4-7 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 4-9-2 oc bracing. BOT CHORD 2 X 6 SYP No.2ND WEBS 2 X 4 SYP No.3 *Except* 7- 8 2 X 4 SYP No.2D REACTIONS ( lb/size) 8=1962/0-3-0, 2= 1803/0-8-0 Max Horz 2=238(load case 4) Max Uplift8=- 1327(load case 2), 2=-1124(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1- 2=34, 2-3=-3707, 3- 4=-3555, 45=-3464, 5-6=-2334, 6-7=-2334, 7-8=-1838 BOT CHORD 2-11=3331, 10-11=3313, 9- 10=3461, 8-9=103 WEBS 3-11=-03, 4-11=777, 4-10= 178, 5-10=84, 5-9=-1365, 6-9=529, 7-9=2701 NOTES (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h= 18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category It: exposure B; partially,MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL= 1.33 plate grip DOL=1.33. Provide adequate drainage to prevent water ponding. p it3) Provide mechanical connection (by others) of truss tobearing plate capable of withstanding 1327 lb uplift at joint 8 and 1124 lb uplift at joint 2.• P l F /C,4 Girder hip 7-" carries end with end setback Special hanger(s) orconnection(s) required to support concentrated load(s) 603.21b down and 470.91b up at 74)-0 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. f , Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. No. 4.51fit LOAD CASE(S) Standard Ax 1) Regular. Lumber Increase= 1.33, Plate Increase=1. 33 O STATE Q OF u t• Uniform Loads (plo Vert: 1-4=-74.0, 4- 7=-154.2, 2-11=-20.0, 8-11=41.7 i( '• ' / i.••• Q i Concentrated Loads (lb) uusi 'r" •• i• Vert: 11=- 603.2 OAL A WARMNG - Ver( fjydesignpasasnetersandREADNOTES ON THIS AND REVERSE SWE BEFORE USE. Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an Individual buDdIng component to be Installed and loaded vertically. Appacoblllty 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 responslblllty of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regording fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Spectfloation, and HIB-91 MiTek® Handling Installing and Bracing Recommendation Plate menation available fromTrussInstitute. 583 D'Onofrb Drive, Madison, Wl53719. 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. All 0 0 For 4 x 2 orientation, locate plates 1/8" from outside edge of a0trussandverticalweb. I'_ This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MiTek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 401" o continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTek® General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at I14 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cufor alter truss member or plate without prior approval of a professional engineer. 16. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018,019 HYDRO -AIR k%_ . ob Truss Truss Type ally Ply HORTON 14421392 R1965E B9 ROOFTRUSS 1 1 optional) ACCUSPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:07:08 2003 Page 1 1-0.0 4-9-14 9-0-0 14-3-8 19-7-0 1-0.0 4-9-14 4-2-2 5-3-8 5.3-8 Scale • 1:34,4 4i0= Uri = 2.411 4 5 6 5.00 F12 20 3 2 g 9 3x4 5.8 = 2x4 II 30 = r 9.0-0 14-3-8 1 19-7-0 9.0-0 5.3-8 5-3-8 Plate Offsets X Y : 9:0-2-12 0-3-0 LOADING (psi) SPACING 2-0-0 CSI DEFL in (loc) Udefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.37 Vert(LL) 0.05 9 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.45 Vert(TL) -0.16 2-9 >999 BCLL 0.0 Rep Stress Incr YES WB 0.77 Horz(fL) 0.03 7 n/a BCDL 10.0 Code FBC2001 1st LC LL Min Udefl = 360 Weight: 102 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-9 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-7-4 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 7=898/0-3-0, 2=1001/041-0 Max Harz 2=306(load case 4) Max Uplift7=-506(load case 2). 2=-516(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=14, 2-3=-1570, 3-4=-1216, 4-5=-1122, 5-6=0, 6-7=-190 BOT CHORD 2-9=1428, 8-9=890, 7-8=890 WEBS 3-9=-336, 4-9=111. 5-9=286, 5-8=104, 5-7=-1105 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially,MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Provide adequate drainage to prevent water ponding. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 506 lb uplift at joint 7 and 516 lb uplift at joint 2. 4) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard l F++C,4 t No. 4.5161 Y O+ ; STATE OF . tV 0 RID". ONA1. A Tr AMMG - Veryk design parrarrsecersr and REM NOraS ON TMS AND R6 VERM SWE a13PORE USE. Design valid for use only with MITek connectors. This design is based only upon parameters shown• and is tot on Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance egarding fabrication, quality control, storage, delivery, election and bracing, consult QST-88 Quality Standard. DSB-89 Bracing Specification, and HIS-91 M iTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute. 583 D'Onofrlo Drive, Madison, WI 53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/14 *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply plates to both sides of truss and l . Provide copies of this truss design to the securely seat. building designer, erection supervisor, property Ye J2 J3 J4 TOP CHORDS owner and all other interested parties.. c2 c 2. Cut members to bear tightly against each other. Q WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o 3 Q joint and embed fully. Avoid knots and wane plates/a" from outside edge of a y O V at joint locations. truss and vertical web. a 4. Unless otherwise noted, locate chord splices I/4cecrce o of panel length(+ 6" from adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating formal refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT Mfrek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TOTHE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur, Mi! MiTek® TN PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cuf or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM019,019 MYOR0,4/R ob Truss Truss Type aty Ply HORTON 14421393 R1965E C1 MONO HIP 1 1 o tional ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:07:10 2003 Page 1 1-0-0 4-9-14 9-0-0 14-4-0 1-0-0 4-9-14 4-2-2 5-4-0 Scab • 1:25.6 44 = 20 II 4 5 5,00 F172 2.4 3 2 7 e 30 = 3m = 9 1-12 14-4-0 9-1-12 5-2-4 Plate Offsets X Y : 2:0-1-8 0-1-84:05-4 0-2-0 LOADING ( psf) SPACING 2-M CSI DEFL in (loc) Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.34 Vert(LL) 0.03 7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.40 Vert(TL) -0.15 2-7 >999 BCLL 0.0 Rep Stress Incr YES WB 0.49 Horz(TL) 0.02 6 Na BCDL 10.0 Code FBC2001 1st LC LL Min Well = 360 Weight: 72lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.213 TOP CHORD Sheathed or 6-" oc puffins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7-4-12 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS ( lb/size) 2=747/0-1-8, 6=664/0-1-8 Max Horz2=306(load case 4) Max Uplift2=-399(load case 4), 6=-366(load case 2) FORCES ( lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-1023, 3-4=-613, 4-5=-0, 5.6=-192 BOT CHORD 2-7=940, 6-7=577 WEBS 4-7=305, 3-7=-409, 4-6=-715 NOTES ( 6) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Provide adequate drainage to prevent water ponding. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 6. Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 399 lb uplift at joint 2 and 366 lb uplift at joint p j 6. ` iF- 13 Q Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 6...! 6) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. ' .`P LOAD CASE(S) Standard t ' No. 4.5161 4TATE OF r s.. J o R ONA1. AWARNINO - Ver(N deefgn paranseters and READ NOTES ON THIS AND REVERSE SIDS HEPORE USE. Design valid tot use only with Milek connectors, this design h based only upon parameters shown, and Is for on individual building component to be Installed and loaded vertically. AppBcobMy of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown b tot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of ofthe overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quollty control, storage, delivery, etectlan and bracing, consult QST-88 Quality Standard, D88-89 Bracing Specification, and NIB-91 M iTek® HandsAbHandlingInstalllnaandBracingRecommendnavailablefromTrussPlateInstitute, 593 D'Onoftla Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION t 3i. *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat.. 0 Q For 4 x 2 orientation, locate 0 plates I/8" from outside edge of a0trussandverticalweb. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. 401:1, ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/ DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTek® General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at I/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. WM TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised In handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018. 019 HMRO,A/R 0 Job Truss Truss Type Oty Ply HORTON 14421394 R1965E CG FINK 1 1 optional) ACCUSPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:07:11 2003 Page 1 1-0.0 4-3-5 7-6-0 10-8-11 14-4-0 1 1 1-0-0 4-3-5 3-2-11 3-2-11 3-7-5 Scale • 1:25.1 4A = s.00 Fi2 2.4 2.4 3 5 6 2 a 34 9 6 7 10 3.4 = 30 _ 34 _ 5-4-3 9-7-13 14-4-0 5-4-3 4-3-10 4-8-3 Plate Offsets KY : 2:0-1-50- 8 6:0-0-1 0-0-5 LOADING ( psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.48 Vert(LL) 0.13 2-8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.92 Vert(TL) -0.16 2-8 >999 BCLL 0.0 Rep Stress Incr NO WB 0.31 Horz(fL) 0.03 6 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Udef1 = 360 Weight: 74 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-9-10 oc puriins. BOT CHORD 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 5-0-7 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS ( lb/size) 2=1481/0-2-1 (input: 0-1-8), 6=1454/0-2-0 (input: 0-1-8) Max Harz 2=112(load case 4) Max Uplift2=-923(load case 4), 6=-841(load case 3) FORCES ( lb) - First Load Case Only TOP CHORD 1-2=33, 2-3=-2519, 3-4=-2348, 4-5=-2192, 5-6=-2318 BOT CHORD 2-9=2301, 8-9=2301, 7-8=1534, 7-10=2062, 6-10=2062 WEBS 3-8=-316, 4-8=1024, 4-7=776, 5-7=-147 NOTES ( 6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially,MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. WARNING: Required bearing size at joint(s) 2, 6 greater than input bearing size. Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 923 lb uplift at joint 2 and 841 lb uplift at joint 13 6. p1, Special hanger(s) or connection(s) required to support concentrated load(s) 750.71b down and 512.91b up at 3-1-0, and 766.01b down and ••.., 569. 61b for /' upat11-8-12 on bottom chord. Design ` unspecified connection(s) is delegated to the building designer. • .•P TrussEngineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. y • OAD CASE(S) Standard .•• t 1) Regular. Lumber lncrease=1.33, Plate Increase=1.33 P10. 4.5161 Uniform Loads (plo Vert: 2-6=-20.0, 1-4=-74.0, 4-6=-74.0 Concentrated Loads (lb) 0 SPATE OF Vert: 9=-750.7 10=-766.0 % ZORODt ssoNA1. Aivmmm - ver{ fy design parameters and READ NorEs ON Tms AND RE VERSE smE BEFORE USE. Design valid for use only with MITek connectors. This design is based only upon parameters Mown, and is for on Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent brbcing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult CST-8B Quality Standard, DSO.89 Bracing Specification, and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrb Drive, Madison, Wl53719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 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, propertysecurelyseat.. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each cz Q 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 y V at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chords lacesP of /4 length(+ 6" fromcaC, panel adjacent joint.) BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibilityPtY of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice Is to Camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, 40 1 unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised In handling, TM PANEL erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018.019 OfMRO-A/R 0 Job Truss Truss Type aty Ply HORTON 14421395 DR1965E D ROOFTRUSS 3 1 optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:12:06 2003 Page 1 1-0 0 4-6-0 9-0-0 10-0.0 1-0411 4-6-0 4-6-0 1-0.0 Saw& • 1:18 0 4,e = 3 5.00 F12 4 2 5 Ia s 1-6 a 1 a 10 1 A0 4-&0 8.0-0 9-0-0 0-10-10 0-,-6 3-4-8 3-6-0 1-0-0 a,-8 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Well PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.35 Vert(LL) 0.03 2 >408 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.36 Vert(TL) -0.06 1 >210 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(TL) 0.00 6 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Udell = 360 Weight: 34lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-" oc puriins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 8=506/0-3-0, 6=497/0-1-8 Max Horz8=68(load case 4) Max Uplift8=345(load case 4), 6=-338(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=28, 23=-257, 3-4=-256. 4-5=28 BOT CHORD 2-8=164, 7-8=164, 6-7=164, 4-6=164 WEBS 3-7=-129 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially,MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 345 lb uplift at joint 8 and 338 lb uplift at joint 6. 5) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331.ire Bt r LOAD CASE(S) Standard ` •.''^51; J•', Q •. 7/yrQ No. 4.5161 ,t 4C s STATE OF ss'oRIoa AwARtaNG - Veri;/)y design parasneten and READ NOTES ONTMS AND REVERSE SIDE BEMRE 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. APpBcobMy of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent brbcing of the overall structure Is the responslblUty of the building designer. For general guidance regarding fabrication, quality control. storage, delivery, erection and bracing, consult QST-S8 Quality Standard, DSS-SV Bracing Specification, and HIB-91 MiTek® Handling Installing and Bracing Recommendation available from Truss Rate Institute, 593 D'Onohb Drive, Madison, WI53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t3/. *Center plate on joint unless Damage or Personal Injurydimensionsindicate'otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussand securely seat. building designer, erection supervisor, property e J2 J3 J4 TOP CHORDS owner and all other interested parties.. 2, Cut members to bear tightly against eachuc other. WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i Q joint and embed fully. Avoid knots and wane plates I/e"from outside edge of U a o at joint locations. truss and vertical web. a 4. Unless otherwise noted, locate chordsplices I14 cuC, u o at panel length(+ 6" from adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWESTJOINT MITek/ Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE 512E The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 4011, continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/ DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. mi! MiTeke TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construclion 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,A/R Job Truss Truss Type Qty Ply HORTON 14421396 DR1965E D3 ROOFTRUSS 1 1 optional) XICCUSPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:07:13 2003 Page 1 1-0-0 3-0-0 6-0-0 9-0-0 10-0-0 1-0-0 3-0-0 3-00 3-0-0 1-0-0 scale • 1:16.2 figs = 6's = 3 t 5.00 12 5 2 j B I O Sat i zat II z" II 3a4 B 6 1-0-0 3-0-0 6-0-0 &0 0 9.0-0 i 1-0-0 2-0-0 3-0-0 2-0-0 1-0-0 Plate Offsets X Y : 2:0-2-15 0-1-8 3:0-3-00-1-4 4:0-3-00-2-9 5:0-2-15 0-1-8 LOADING (psf) SPACING 2-" CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30. 0 Plates Increase 1.33 TC 0.35 Vert(LL) 0.04 8-9 >999 M1120 249/190 TCDL 7. 0 Lumber Increase 1.33 BC 0.57 Vert(TL) -0.08 6 >161 BCLL 0. 0 Rep Stress Incr NO WB 0.04 Horz(TL) 0.00 7 n/a BCDL 10. 0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 360 Weight: 36 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D *Except* TOP CHORD Sheathed or 6-" oc purlins. 3-0 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 REACTIONS (lb/ size) 10=583/0-8-0, 7=583/0-8-0 Max Horz 10=52(load case 4) Max Uplift10=- 402(load case 4). 7=-402(load case 5) Max Grav 10=597(load case 6), 7=597(load case 7) FORCES (lb) - First Load Case Only TOP CHORD 1-2=28, 2-3=-253, 3-4=-159, 4-5=-253, 5-6=28 BOT CHORD 2-10=170, 9-10=170, 8-9=159, 7-8=170, 5-7=170 WEBS 3- 9=-94, 4-8=-94 NOTES (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially,MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. pp 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 402 lb uplift at joint 10 and 402 lb uplift at joint _\\. P.,• 7. \ V• ' !Ci4i•,"7 5) Girder hip 3-0-0 setback carries endwithend6) Special hanger(s) or connection(s) required to support concentrated load(s) 70.51b down and 55.01b up at 6-0-0, and 70.51b down and ; 55.01b up at 3-" on bottom chord. Design for unspecified connection(s) is delegated to the building designer. 7) Truss Engineer. Junaidie Budiman, PEt145161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. No. 4.5161 ; LOAD CASE( S) Standard 1) Regular. Lumber Increase=1.33, Plate Increase=1.33 Q OTATE OF Uniform Loads ( plo '• Vert: 1- 3=-74.0, 3-4=-80.2, 4-6=-74.0, 2-9=-20.0, 8-9=-21.7, 5-8=-20.0 O R Concentrated Loads ( lb) Sv/ •••e.ee.• Vert: 9- 70.5 8- 70.5 'ONAL A WARNING - VerW design parasneten and READ NOTES ON THIS AND RE VERSE aME BEFORE USE. Design valid for use only with MiTek connectors. fhb design Is based only upon parameters shown, and b for an Individual building component to be Installed and looded vertically. AppOcobiMy of design parameters and proper Incorporation of component Is responsiblpty of building deslgnef - not huss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during constiuctlon Is the responslblllty of the etector. Additional permanent busting of the overall structure is the responsibility of the building designer, for general guidance regarding fabrication, quality control storage, delivery, etectbn and bracing, consuB CST -eta Quality Standard, DSB-80 Bracing Specification, and NIB-91 MiTek® Handling InstalllnqandBracingRecommendationavailablefromPussPlateInstitute, 583 D'Onofdo DrNe, Madison, Wl53719. 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 sec urely seat. A,•• 0 Q For 4 x 2 orientation, locate 0 plates 1 /8" from outside edge of aotrussandverticalweb. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MRek/Gang-Nall Joint/Plate Placement Chart. PLATE SI2E 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 40,10 continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. FORM018,019 Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA HUD/FHA ICBO SBCCI WISC/DILHR 86-93, 85-75, 91-28 TCB 17.08 1591, 1329, 4922 87206, 86217, 9190 870040-N,930013-N,910080-N O MiTeke ZLIL1.0 AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at I14 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. MM TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construc4ion materials. 14. Do not cufor alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job Truss Truss Type Qty Ply HORTON 14421397 DR1965E E ROOF TRUSS 1 1 o tional ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:07:13 2003 Page 1 4-3-0 8.6-0 4-3-0 4-3-0 4A = Scale 1:19.6 2 5.00 12 3.4 c 3.4 3 1 3xB = 9 5 4 20 II 2x4 It 4-3.0 8-6-0 4-3-0 4-3-0 LOADING (psf) SPACING 2-M CSI DEFL in (loc) Udefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.24 Vert(LL) -0.00 5 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.06 Vert(TL) -0.01 5-6 >999 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(TL) 0.00 4 n/a BCDL 10.0 Code FBC2001 1st LC LL Min Udefl = 360 Weight: 46 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-M oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 6=386/Mechanical, 4=386/Mechanical Max Horz6=-68(load case 2) Max Uplift6=-185(load case 4). 4=-185(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=-275, 2-3=-275, 1-0=345, 3-4=345 BOT CHORD 5-6=0, 4-5=0 WEBS 2-5=-92, 1-5=268, 3-5=268 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially,MWFRS gable end zone; cantilever left and right exposed ; end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 185 lb uplift at joint 6 and 185 lb uplift at joint 4. 5) Truss Engineer. Junaidie Budiman, PEif45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. `D it LOAD CASE(S) Standard ... ; rfC---, AA__ t ' P10. 4.5161 0'; STATE OF r. cuss41 O R ate' e•r•Me el ANAL A wwwv,NG - VerVy design parasnetem 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 on Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responslblilty 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, consulf OST-88 Quality Standard, OSS-89 Bracing Specification, and HIB-91 Handling Installing and Bracing Recommendallon ova9abb RfromTruss ate Institute. 5a3 D'Onohlo Drive. Madison, WI5371 V. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t'i. * Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat.. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each c2 a other. o WEBS JS 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 1/8" from outside edge of 0 o a _ at joint locations. truss and vertical web, o a o 4. Unless otherwise noted, locate chord splices at /4 length(+ 6" fromuC? C panel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7, Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE 512E 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. I 14. Do not cufor alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, TM PANEL erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018.019 mnrt-w.oa NYOQ01ii A®. a, Job Truss Truss Type Qty Ply HORTON 14421398 DR1965E E3 ROOFTRUSS 1 1 o tional TICCUSPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:07:14 2003 Page 1 3-0-7 5-5-9 8-6-0 3-0-7 2-52 3-0-7 10.12 = Scale • 1:17.9 l0x12 = 2 9 10 3 s.00 Ft2 3.4 ; 3x4 4 1 3.4 8 7 11 12 9 5 3x4 = 2x4 II 2.411 3-0-7 5-5-9 8-6-0 3-0-7 2-52 3-0-7 Plate Offsets X Y : 2:0-6-0 0-2-8 3:0-6-0 0-1-5 LOADING (psf) SPACING 2-" CSI DEFL in (loc) Well PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.29 Vert(LL) 0.01 6-7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.13 Vert(TL) -0.01 7 >999 BCLL 0.0 Rep Stress Incr NO WB 0.11 Horz(TL) -0.00 5 Na BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min Udefl = 360 Weight: 50 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D 'Except* TOP CHORD Sheathed or 6-" oc purlins, except end verticals. 2-3 2 X 10 SYP No.2 BOT CHORD Rigid ceiling directly applied or 9-11-10 oc bracing. BOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 8=424/Mechanical, 5=424/Mechanical Max Horz8=26(load case 4) Max Uplift8=-412(load case 2). 5=-412(load case 3) Max Grav8=433(load case 6). 5=424(load case 1) FORCES (lb) - First Load Case Only TOP CHORD 1-2=-423, 2-9=-356, 9-10=-356, 3-10=-356, 3-4=-423, 1-8=-387, 4-5=-387 BOT CHORD 7-8=50, 7-11=356, 11-12=356, 6-12=356, 5-6=50 WEBS 2-7=-75, 3-6=-75, 1-7=343, 4-6=343 NOTES (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially,MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. pp 3) Provide adequate drainage to prevent water ponding. 4) Refer to girder(s) for truss to truss connections. ........• 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 412 lb uplift at joint 8 and 412 lb uplift at joint 5. ; GL .-.• 6) Special hangers) or connection(s) required to support concentrated load(s) 69.91b down and 74.4Ib up at 3-0-7, 3.61b down and 40.1lb uqt' !• at 3-9-12, and 3.61b down and 40.1lb up at 4-8-4, and 9.91b down and 74.4Ib up at 5-5-9 on top chord, and 17.3Ib down and 74.01b up at ,• # 3-0-7, 7.71b down and 49.91b up at 3-9-12, and 7.71b down and 49.91b up at 4-8-4, and 17.31b down and 74.01b up at 5-5-9 on bottom No. 4.516 chord. Design for unspecified connection(s) is delegated to the building designer. . 7) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. ? tC j r`. LOAD CASE(S) Standard Off. uY i1'E OF 1) Regular. Lumber Increase=1.33, Plate Increase=1.33 •. Q R 'ID ;•[`` I e0A02f 6.90;0 ' Uniform Loads (plf) V/ Vert: 1-2=-74.0, 2-3=-74.0, 3-4=-74.0, 5.8=-20.0 iLConcentratedLoads (lb) Vert: 2=-9.9 3=-9.9 7=-17.3 6=-17.3 9=-3.6 10=-3.6 11=-7.7 12=-7.7 Awmiri NO - Vert& design parameters and READ NOTES oN TBTs AND REVERSE aWZ BEFORE USE. Design valid tot use only with MITek connectors. lhb 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 tot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the elector. Additional permanent bracing of the overall structure b the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, deovety, election and bracing, consull OST-88 Quality Standard, DSB-80 Bracing Spectfloaflon, and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 593 D'Onofrb Drive, Madison, WI 53719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t3/. *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat: J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each c2 Q other. o WEBS J5 o¢ 3. Place plates on each face of truss at each For 4 x 2 orientation, locate O - , QX ; '' ; joint and embed fully. Avoid knots and wane plates/B" from outside edge of o 2 at joint locations. truss and vertical web. o 4. Unless otherwise noted, locate chords laces at 1/4 length 6 frompanel adjacentjoint.) BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slats in Jt J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, 40 1 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 construotion 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, PANEI T~ erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM016,010 NMRO,AZR ®. Job Truss Truss Type City Ply HORTON 14421399 DR1965E EG FLAT 1 1 o tional ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:07:15 2003 Page 1 4-1-8 8-3-0 4-1-8 4-1-8 Scale - 1:13.2 44 = t 44 = 2 ix4 II 3 Ll 3x10 = 5 4 2.411 2x4 II 4-1-8 8-3-0 4-1-8 4-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.25 Vert(LL) 0.04 5 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.04 Vert(TL) -0.05 5 >999 BCLL 0.0 Rep Stress Incr NO WB 0.36 Horz(TL) -0.00 4 n/a BCDL 10.0 Code FBC2001 1st LC LL Min Udefl = 360 Weight: 53lb LUMBER BRACING TOP CHORD 2 X 6 SYP No.2ND TOP CHORD Sheathed or 6-" oc purlins, except end verticals. BOT CHORD 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 'Except' 1-6 2 X 6 SYP No.2ND, 3-4 2 X 6 SYP No.2ND REACTIONS (lb/size) 6=618/0-3-0, 4=618/0-3-0 Max Uplift6=-349(load case 2), 4=349(load case 2) FORCES (lb) - First Load Case Only TOP CHORD 1-6=-579, 1-2=-1156, 2-3=-1156, 3-0=579 BOT CHORD 5-6=-0, 4-5=0 WEBS 2-5=540, 1-5=1196, 3-5=1196 NOTES (5) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially,MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Provide adequate drainage to prevent water ponding. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 349 lb uplift at joint 6 and 349 lb uplift at joint 4. 4) Girder carries tie-in span(s): 5-0-0 from 0-" to 8-3-0 5) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. `9 i B r LOAD CASE(S) Standard •'' `'• , Cqj1) Regular. Lumber Increase=1.33, Plate Increase=1.33 •. `• 'j Uniform Loads (plf) Vert: 4-6=-20.0, 1-3=-138.6 • `p No. 4.5161 i0'. STATE OF O alOA e' NAL A WARNING - V rW design parameter. and READ NOraS ON TB7S AND REVERSE SIDE BF"RZ 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 responslblllly of the erector. Additional permanent brbcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSO.89 Bracing Specification, and HIB-91 MiTek® Handling Installlnq and Bracing RecommendationbavailablefromTrussPlateInstitute, 593 D'OnohDrive, Madison, WI5371 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. A„ 17-1 T 0 Lj"*For O 4 x 2 orientation, locate plates I /8" from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MtTek/Gang-Nall Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTH EST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 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. Nii MiTek® FORM018,019 04.@ MMRO,A/R AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1, Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties., 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices o at I/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cuf 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 Oty Ply HORTON 14421400 DR1965E FG ROOFTRUSS 1 2 o tionat ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MTek Industries, Inc. Mon Jan 27 16:07:16 2003 Page 1 3-5-8 6-11-0 3-5-8 3-5-8 2.x4 II 44 = scab • 1:21,9 1 4.6 — 7 2 B 3 9 10 5 tt 4 Brit = 20 II 2.411 0-p-4 3-5-8 6-11-0 0-04 3-5-8 3-5-8 LOADING (psf) SPACING 2-M CSI DEFL in (loc) Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.22 Vert(LL) 0.02 55 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.18 Vert(TL) -0.02 5-6 >999 BCLL 0.0 Rep Stress Incr NO WB 0.29 Horz(TL) 0.00 4 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Vdefl = 360 Weight: 118 lb LUMBER BRACING TOP CHORD 2 X 6 SYP No.2ND TOP CHORD Sheathed or 640-0 oc puriins, except end verticals. BOT CHORD 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 6=1814/0-1-8, 4=2288/Mechanical Max Uplift6=-984(load case 2), 4=-1231(load case 2) FORCES (Ib) - First Load Case Only TOP CHORD 1-6=-1615, 1-7=-1335, 2-7=-1335, 2-8=-1335, 3-8=-1335, 3-4=-2073 BOT CHORD 6-9=-0, 9-10=-0, 5-10=-0, 5-11=-0, 4-11=0 WEBS 1-5=1954, 2-5=-1012, 35=1954 NOTES (9) 1) 2-ply truss to be connected together with 1Od Common(.148"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 6 - 2 rows at 0-9-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially,MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. p4) Refer to girder(s) for truss to truss connections. i O 5) Provide mechanical connection (by others) of truss to bearing at joint(s) 6. plate 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 984 lb uplift at joint 6 and 1231 Ib uplift at joint ••' •. 4. 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 6. 8j Special hanger(s) or connection(s) required to support concentrated load(s) 452.01b down and 266.1lb up at 25-12, and 452.Olb down I • tand266.1lb up at 4-5-12. and 452.O1b down and 266.11b up at 6-9-4 on top chord, and 88.71b down and 27.21b up at 1-0-1, and 1411.61 ; No. 45161 '` down and 789.91b up at 2-11-12, and 623.31b down and 242.21b up at 4-11-12 on bottom chord. Design for unspecified connection(s) is : delegated to the building designer. PE#45161. Address: Segovia Cir. N., Pembroke Pines, FL 33331. •. 9) Truss Engineer. Junaidie Budiman, 16472 hSTATE OF t LOAD CASE(S) Standard A•'••A% e••w•.01) Regular. Lumber Increase=1.33, Plate Increase=1.33 VSUniformLoads (plf) ` Vert: 1-0=-74.0, 4-0=-20.0 `Y L. Concentrated Loads (lb) A WARNING - Verffly design parameter and R&W NOTES ON TWS AND REVERSE S/DE BEFORE USE - Design valid tot use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. ApplIcabBBy 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 brbcing of the overall structure Is the responsibility of the building designer. For general guidance regarding tobtloatlon, quality control storage, delivery, election and bracing, consult QST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 M iTek® Handling Installing and Bracing Recommendatlon available from Truss Plate Institute, 593 D'Onotslo Drive, Madison, WI53719. Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply plates to both sides of truss and 1. Provide copies of this truss design to the securely seat: building designer, erection supervisor, property J2 J3 J4 TOP CHORDS owner and all other interested parties.. c2 ca 2. Cut members to bear tightly against each other. a:3. WEBS J5 Place plates on each face of truss at each For 4 x 2 orientation, locate i a '' Q o_ joint and embed fully. Avoid knots and wane plates from outside edge of 0 d V at joint locations. truss andd vertical web. a o 4. Unless otherwise noted, locate chordsplices at I/4 length(+ 6" from caC, u panel adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plaflng format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MtTek/ Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40, 00 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/ DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. Mi! MiTeko FORM018. 019 Jill PANEL TM CLIP HMJ70- A/R ® - 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construc-tion materials. 14. Do not cuf or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised In handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. 1. v Job Truss Truss Type Oty Ply HORTON 14421401 R1965E J ROOF TRUSS 20 1 optional) ACCUSPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:07:17 2003 Page 1 1 0 0 7-0-0 7 Scale • 1:16.6 5.00 1512 2 4 2.4 = l 7-0-0 7-0-0 LOADING (psf) SPACING 2-" CSI DEFL in (loc) Udefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.64 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.16 Vert(TL) -0.26 1 >65 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Udefl = 360 Weight: 23 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-" oc puffins. BOT CHORD 2 X 4 SYP No.201 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=-255(load case 5), 2=-175(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=29, 2-3=75 BOT CHORD 2.4=0 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially.MW FRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 255 lb uplift at joint 3 and 175 lb uplift at joint 2. 4) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard r B P I F .a' '. NO. 45161 4 ! STATE OF .s S` 0 R 10..- ANAL A WARMING - Ver(N design parameter: and READ NOrKS ON rffiS AND RcvartSE Surds BEFORE USE. Design valid lot use only with MiTek connectors. This design is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibilty of building designer - not truss designer. Btacing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the tesponsiblllty of the erectot. Additional permanent brbcing of the overall structure is the responsibility of the building designer. For general guidance tegafding fabrication, quality control. storage, delivery, erection and bracing, consult OST-68 Quality Standard, DSB-89 Bracing Specification, and HIS-91 MiTek® Handling Installing and Bracing Recommendation availablefrom Truss Plate institute, 583 D'Onohio DINe, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 44 to, Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. T o Q 0 For 4 x 2 orientation, locate 3: plates r/8" from outside edge of otrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MiTek/Gang-Nall Jolnt/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FA RTH EST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 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. MiTeko AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane i at joint locations. a 4. Unless otherwise noted, locate chord splices o at /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. WM PANEL TM CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 1. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cuf 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 HYD.RO,A/R O Job Truss Truss Type Qty Ply HORTON 14421402 DR1965E J3 ROOF TRUSS 3 1 optional) r1CCU SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:12:36 2003 Page 1 1.0-0 3-0-0 1 0 0 3-0.0 Scale - 1:8.7 S.00 F12 2 2.4 = 5 X 4 1-0-0P 1-4-0i1 i 1-041 0-4-0 1-6-0 LOADING (psf) SPACING 2-" CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.12 Vert(LL) 0.04 2 >332 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.36 Vert( L) -0.06 1 >211 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.02 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Udell = 360 Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.213 TOP CHORD Sheathed or 3-0-0 oc pudins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. REACTIONS (lb/size) 3=95/Mechanical, 4=-114/Mechanical, 5=373/0-3-0 Max Horz 5= 101 (load case 5) Max Uplift3=-110(load case 5), 4=-114(load case 1), 5=-239(load case 4) Max Grav3=95(load case 1). 4=100(load case 4), 5=373(load case 1) FORCES (lb) - First Load Case Only TOP CHORD 1-2=28, 23=29 BOT CHORD 25=0, 4-5=0 NOTES (4) 1) Wind: ASCE 7-98 per F134-2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially,MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 110 lb uplift at joint 3, 114 lb uplift at joint 4 and 239 lb uplift at joint 5. 4) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard • `VE 13 No. 4.5161 ,k O : STATE e 402-9.601 O qL A WARNING - Ver{& design parameters and READ NOTES ONTffiB AND REVERW SME BEFORE USE. M 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 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 responslblllty of the erector. Additional permanent brbcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and NIB-91 M iTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 Wonofrb Madison, Drive, W153719. 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. o Q For 4 x 2 orientation, locate 0 plates 1/8" from outside edge of 0 truss and vertical web. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40 1 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. Mi! MiTek® p FORM016.019 General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at I/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to comber 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. ff Job Truss Truss Type Qty Ply HORTON 14421403 R1965E JIG MONO TRUSS 1 1 optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:07:19 2003 Page 1 1-0-0 3-8-2 7-0-0 i 1-0-0 3-8-2 3-3-14 2x4 11 Scale • 1:IS. 1 3 S.UO 52 5 2 8 4 30 0 2+4 I I 7-0.0 7-0-0 LOADING (psf) SPACING 2-M CSI DEFL in (loc) Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.65 Vert(LL) n/a - n/a MII20 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.10 Vert(TL) -0.20 1 >83 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Vdefl = 360 Weight: 33 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 4=280/0-1-8, 2=361/0-8-0 Max Horz 2=241(load case 4) Max Uplift4=-208(load case 4), 2=-241(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=34, 2-5=-80, 3-5=67, 3.4=-218 BOT CHORD 2-6=0, 4-6=0 NOTES (6) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially,MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 208 lb uplift at joint 4 and 241 lb uplift at joint 2. 4) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 4. 5) Special hanger(s) or connection(s) required to support concentrated load(s) 61.81b up at 1-8-0 on top chord, and 13.Olb up at 1 8-0 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. It 1 i A 6) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. L!,( LOAD CASE(S) Standard ' (, Q '•, '/Ij 1) Regular. Lumber Increase=1.33, Plate Increase=1.33 [ C Uniform Loads (plo r :. Vert: 1-3=-74.0, 24=-20.0 # N0.4•J16ConcentratedLoads (lb) Vert: 5=61.8 6=13.0 STATE OF S...0 a+ ANAL A WARNING - ver(fy design parameters and READ NOTES ON TBM AND RE VEI= SME BEFORE UM. 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 bfactng to Insure stability during construction is the responsibility of the erector. Additional permanent bfbctng of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality controt storage, delivery, election and bracing, consult OST-88 Quality Standard. DSB-87 Bracing Specification, and HIB-91 Handling Installinq and Bracing RecommerWation available from Truss Plate institute, 593 D'Onohb Drive. Madison, WI5371 V. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t3i. *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each c2 a other. For 0 WEBS J5 cr 3. Place plates on each face of truss at each 4 x 2 orientation, locate cb joint and embed fully. Avoid knots and wane plates/e" from outside edge of v o a y V at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chords lacesP1/ 4at panel length(+ 6" from adjacent joint.) Ce BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7, Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility 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, Jill PANEL T~ erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM016,019 OfMRO-ANR® M. , Truss Truss Type Oty, Ply HORTON 14421404rbR1965EJG1FLAT11 Optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MTek Industries, Inc. Mon Jan 27 16:07:20 2003 Page 1 3-5-8 6-11-0 3-5-8 3-5.8 U4 = Scale • 1:11.5 1 3a4 = 9 2 2.411 10 3 axe = 7 5 e 2" II 2.4 II 3-5-8 6-11-0 3-5-8 3-5-8 r LOADING (psf) SPACING 2-M CSI DEFL in (loc) Well PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.42 Vert(LL) 0.04 5 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.32 Vert(fL) -0.04 4-5 >999 BCLL 0.0 Rep Stress Incr NO WB 0.42 Horz(Q -0.00 4 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Well = 360 Weight: 40 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-6-9 oc puriins, except end verticals. BOT CHORD 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or TO-" oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 6=689/0-1-8, 4=792/0-1-8 Max Uplift6=-61 1 (load case 2), 4=-034(load case 2) FORCES (lb) - First Load Case Only TOP CHORD 1-6=-607, 1-9=-1294, 2-9=-1294, 2-10=-1294, 3-10=-1294, 3-4=-604 BOT CHORD 6-7=0, 5-7=0, 5-8=-0, 4-8=0 WEBS 2-5=-336, 1-5=1385, 35=1385 NOTES (7) 1) Wind: AS( E 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially,MW FRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Provide adequate drainage to prevent water ponding. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6, 4. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 611 lb uplift at joint 6 and 634 lb uplift at joint 4. 5) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 6, 4. 6) Special hanger(s) or connection(s) required to support concentrated load(s) 56.41b down and 256.31b up at 2-11-3, and 11.61b down and 126.51b up at 5-0-1 on top chord, and 421.51b down and 371.81b up at 2-11-8, and 368.91b down and 133.41b up at 4-11-12 on bottom iJ C chord. Design for unspecified connection(s) is delegated to the building designer. C; •. Truss Engineer. Junaidie Budiman, PEt145161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. jG` LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.33, Plate Increase=1.33 i0 4 j1 Uniform Loads (plf) Vert: 4-6=-20.0, 13=-74.0 Concentrated Loads (lb) Vert: 7=-421.5 8=-368.9 9=-56.4 10=-11.8 1'A F0 s -4 t o Rto,O'' aNaL A w.T mNo - verm design pana,neten and R wD toms ox rurs AND tFaaywitm sms azmm um. Design valid tot use only with MlTek 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 Huss designet. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillty of the erector. Additional permanent brblcing of the overall structure is the responsibility of the building designer. For general guidance regafding fabrication, quality control. storage, delivery, erection and biacing, consult OST-88 Cuallty Standard, OSB-89 Bracing Specification, and NIB-91 M iTek® Handling Installlnq and Bracing Recommendation avallable from Truss Plate Institute, 593 D'Onohb Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 1 3i4 *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 Q 0 For 4 x 2 orientation, locate plates 1 /8" from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MtTek/Gang-Nall Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTH EST TO TH E LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40,10 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur, MiTek® LF AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane o at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at /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 cuf or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised In handling, TM erection and installation of trusses. PANEL © 1993 Mitek Holdings, Inc. CLIP FORM018,01 V Job Truss Truss Type City Ply HORTON 14421405 DR1965E JG2 FLAT 1 1 optional) ACCU-SPAN-TH, LONGWOOD. FL 5.000 s Sep 4 2002 MTek Industries, Inc. Mon Jan 27 16:07:21 2003 Page 1 3-5-8 6-11-0 3-5-8 3-5-8 3:4 o stab • 1:11.5 1 U4 = 9 2 2.4 II 10 3 Li 3a8 = 7 5 e 4 zx4 II 2.4 11 3-5-8 6-11-0 3-5-8 3-5-8 LOADING(psf) SPACING 2-M CSI DEFL in floc) Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TIC 0.36 Vert(LL) 0.04 5 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.32 Vert(TL) -0.04 4-5 >999 BCLL 0.0 Rep Stress Incr NO WB 0.41 Horz(TL) 0.00 4 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Well = 360 Weight: 40 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-7-5 oc purlins, except end verticals. BOT CHORD 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 6=677/0-1-8, 4=776/0-1-8 Max Uplift6=-568(load case 2), 4=-577(load case 2) FORCES (lb) - First Load Case Only TOP CHORD 1-6=-596, 1-9=-1266, 2-9=-1266, 2-10=-1266, 3-10=-1266, 3-4=-588 BOT CHORD 6-7=0, 5-7=0, 5-8=-O, 4-8=0 WEBS 2-5=-307, 1-5=1355, 3-5=1355 NOTES (7) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Provide adequate drainage to prevent water ponding. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6, 4. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 568 lb uplift at joint 6 and 577 lb uplift at joint 4. 5) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 6, 4, 6) Special hanger(s) or connection(s) required to support concentrated load(s) 37.1lb down and 204.51b up at 2-11-3, and 77.91b up at 5-0-1 on top chord, and 423.6lb down and 371.81b up at 2-11-8, and 372.3Ib down and 133.41b up at 4-11-12 on bottom chord. Design for J C unspecified connection(s) is delegated to the building designer. _ •. I 7) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. ' C Q •jG(,Q LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.33, Plate Increase=1.33 No4J Uniform Loads (plf) Vert: 4-6=-20.0, 1-3=-74.0 Concentrated 7a •; Loads (lb) STATE OF Vert: 7=-423.6 8=-372.3 9=37.1 10=3.1 0 • / PNAL AWARMNO - Ver W design pasnmrters and READ NOTES ON Tffi3 AND RE VERSt3 S MIC BEPOR6 USE. Design valid for use only with MRek connectors. This design is based only upon parameters shown, and is lot on Individual building component to be Installed and loaded vertically. Applicability of design 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 duting construction is the responsibility of the erector. Additional permanent btbctng of the overall structure is the tesponslbWty of the building designer. For general guidance regaiding tobrlcatbn, quality control. storage, delivery, election and bracing, consult OST-88 Quality Standard, OSB-89 Bracing Specification, and HIS-91 M iTek® HandlingInstallingandBracingRecommendationavailablefromTrussPlateInstitute, SO D'Onofrb Dttve, Madison, W 15371 V. 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. A,.. 0 Q 0 For 4 x 2 orientation, locate plates I/8" from outside edge of a truss and vertical web. 00 This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating formal refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TOTH E LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required oe" 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® AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane o at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at I14 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018,019 HYDRO,A/R®' . Job Truss Truss Type Qty Ply HORTON 14421406 R1965E K ROOF TRUSS 6 1 optional) ACCUSPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:07:22 2003 Page 1 1-0-0 5-0-0 3 1-0-0 5-0-0 Scale • 1:13,0 S.00 Fl2 2 1 4 2=+ _ 5-0-0 5-0-0 LOADING (psf) SPACING 2-" CSI DEFL in (loc) Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.30 Vert(LL) n/a - n/a MII20 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.08 Vert(fL) -0.08 1 >199 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) --0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Well = 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-" oc bracing. REACTIONS (lb/size) 3=155/Mechanical, 2=335/0-", 4=46/Mechanical Max Horz2=161(load case 5) Max Uplift3=-178(load case 5), 2=-159(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=29, 2-3=50 BOT CHORD 2-4=0 NOTES (4) 1) Wind: ASCE 7-98 per rBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially,,MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 178 lb uplift at joint 3 and 159 lb uplift at joint 2. 4) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard b No. 4.5161 Y r0+• STATE OF S` . o R to+''f''j fAL A WARNING - Verlj& design parameters and READ NOTES ON THIS AND REVERSE SIDE BEPORE USE. Design valid for use only with MITek connectors. Thb design Is based only upon parameters shown. and b tot an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incotpotallon of component Is tesponslbiBty of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure slabillty during construction is the responsibility of the erector. Additional permanent btacing of the overall structure Is the responsibility of the bulkling designer. For general guidance regarding fabrication, quality control, storage, delivery, election and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 M iTek® Handling Installinq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, W 153719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1'. *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply plates to both sides of truss and 1. Provide copies of this truss design to the securely seat. building designer, erection supervisor, property J2 J3 J4 TOP CHORDS owner and all other interested parties.. cz c 2, Cut members to bear tightly against each other. WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i 3 a: joint and embed fully. Avoid knots and wane plates r/e" from outside edge of U a y o 4. at joint locations. truss and vertical web. a Unless otherwise noted, locate chords licesP I14ceC, u o at panel length(+ 6" from adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in Jt 18 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. 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 40:1, continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. FORM018,019 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FA RTH EST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. 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 19! 0 MiTeko PANEL TM Z6III CLIP MYOiIO,A/R 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construgtion 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. ob Truss Truss Type Qty Ply HORTON R 14421407 1965E L ROOFTRUSS 6 1 optional) 14CCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:07:23 2003 Page 1 1 0 0 3-0-0 1-0-0 3-0-0 Scale - 1:8.7 5.00 12 2 4 3-0-0 LOADING (psf) SPACING 2-" CSI DEFL in (loc) Vdefl 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 WS 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 360 Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-0 oc puffins. BOT CHORD 2 X 4 SYP No.213 BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. REACTIONS (lb/size) 3=69/Mechanical, 2=253/D-8-0, 4=26/Mechanical Max Harz 2=101(load case 5) Max Uplift3=-99(load case 5), 2=-149(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=29, 2-3=-54 BOT CHORD 2-4=0 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially,,MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 99 lb uplift at joint 3 and 149 lb uplift at joint 2. 4) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard 13/Q P10. 4.5161 0': SAl'ATE OF 0 R IDS L A WARNINO - verW design parameters and READ NOTES ON TBZS AND REVERSE SWE 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 boded vertically. Applicability of design parameters and proper Incorporation of component is responslblBty of building designer - not truss designer. Bracing shown is lot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsiblllty 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 PlateHandlingInstallingandBracingRecommendationavailablefromTruss Institute, 593 D'Onohb Drive, Madison, W153719. MiTek® Symbols PLATE LOCATION AND ORIENTATION 13/, *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 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 MRek/Gang-Nail Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS u Q Q WEBS JS O _ o Uu k 3 r' Cr 0. 1 y u O F- a u cr u 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 4011, continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. Mi! MiTek® O PANEL TM CLIP FORM018.019 QD-MA0 AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at I/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised In handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job Truss Truss Type Qty Ply HORTON 14421408 r R1965E L1 ROOFTRUSS 2 1 o tional 4CCUSPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:14:09 2003 Page 1 1-0-0 3-1-8 1 0 0 3-1-8 Scale • 1:8.9 5.90 F12 2 4 3-1-8 3-1-8 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc} Udefl 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 FBC2001 Matrix) 1st LC LL Min Vdefl = 360 Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-1-8 oc puffins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. REACTIONS (lb/size) 3=75/Mechanical, 2=257/0-8-0, 4=27/Mechanical Max Horz2=104(load case 5) Max Uplift3=-104(load case 5), 2=-149(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=29, 2-3=-55 BOT CHORD 2-4=0 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially,MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 104 lb uplift at joint 3 and 149 lb uplift at joint 2. 4) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard 113uQ No. 4.5161 i0 : STATE O R Io. 4NA411 A WARNDYO - Ver•W design panarneten and READ NOTES ON TiIIIS AND REVERSE SIDE BEFORE USE. Design valid tot 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 responslbillty of bu9cllng designer - not truss designer. Bracing shown Is tot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responslblilly of the erector. Additional permanent btbcing of the overall structure Is the responsiblilty of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consuB OST-88 Quality Standard, 0SB-89 Bracing SpeeBleatlon, and HIB-91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, W3 D'onofrla Drive, Madison. WI53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. *Center plate on joint.unless Damage or Personal Injurydimensionsindicate.otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussand securely seat. building designer, erection supervisor, property J2 J3 J4 TOP CHORDS owner and all other interested parties.. a 70 2. Cut members to bear tightly against each other. WEBX J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i U Q joint and embed fully. Avoid knots and wane plates/s" from outside edge of a y O_ at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chordssplicesp' at I/4 length(' 6" frompanel adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 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 401" o continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. FORM018,019 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N 19! 0 MiTek• CL4JYQ L ® MYDRO,A/R 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised In handling, TM erection and installation of trusses. PANEL © 1993 Mitek Holdings, Inc. CLIP ob Truss Truss Type Oty Ply HORTON 14421409 R1965E L24 ROOF TRUSS 1 1 o tional CCUSPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:14:31 2003 Page 1 2-5-8 2-5-8 Scab • 1:9.9 S.00 12 2 1 4m= 114 2-5-8 i 2-5-8 late Offsets X Y : 1:0-0-11 0-2-0 LOADING (psf) SPACING 2-M CSI DEFL in (loc) Vdefl PLATES GRIP CLL 30.0 Plates Increase 1.33 TC 0.10 Vert(LL) n/a - n/a M1120 249/190 CDL 7.0 Lumber Increase 1.33 BC 0.02 Vert(fL) -0.00 1-4 >999 CLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a CDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Vdefl = 360 Weight: 10lb UMBER BRACING OP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-1-8 oc purtins. OT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. LIDER Left 2 X 4 SYP No.3 1-4-15 FACTIONS (lb/size) 1=113/0-1-8, 3=89/Mechanical, 4=24/Mechanical Max Harz 1=95(load case 5) Max Upliftl=-39(load case 5), 3=-102(load case 5) FORCES (lb) - First Load Case Only OP CHORD 1-2=-40, 2-0=27 OT CHORD 1-4=0 OTES (5) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially,MWFRS gable end lone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. Refer to girder(s) for truss to truss connections. Provide mechanical connection (by others) of truss to bearing plate at joint(s) 1. Provide mechanical connection (by others)of truss to bearing plate capable of withstanding 39 lb uplift at joint 1 and 102 lb uplift at joint 3. Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. ire B+ V OAD CASE(S) Standard .. •••..•• No. 4.5161 : ,k 4C O hSTATE OF . cy s ••: o R VD., S NAf.••E AWARMWO - Verl(fy design parameters and READ NOTES ONTMS AND REVERSE SIDE BEFORE USE. Design valid for use only with Mites 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 b the responsibility of the erector. Additional permanent bibctng 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 NIB-91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute- 583 D'Onofrb Drive, Madison, Wl53719. Symbols . Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply plates to both sides of -truss and l . Provide copies of this truss design to the securely seat. building designer, erection supervisor, property I J2 J3 J4 TOP CHORDS owner and all other interested parties.. a c3 2. Cut members to bear tightly against each other. Q WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate Q o_ joint and embed fully. Avoid knots and wane at joint locations. plates /a" from outside edge of a truss and vertical web. a 4. Unless otherwise noted, locate chordsplices I/ 4 uC, u o at panel length(+ 6" from adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MiTek/ Gang-Nall Joint/Plate Placement Chart. FARTHESTTO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required oe" continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/ DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. Mi! MiTeko ss ® FORM018. 019 PANEL TM CLIP HMRC, A/RO, r, 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job Truss Truss Type Oty Ply HORTON 14421410 15R1965E L27 ROOF TRUSS 1 1 a optional) 14CCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:14:48 2003 Page 1 241-8 2-8-8 Scab • 1:8.9 5.00 17 7 2-8-8 2-8-8 LOADING(psf) SPACING 2-" CSI DEFL in (loc) Udefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.10 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(fL) -0.00 1-3 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min Udefl = 360 Weight: 9 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-1.8 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. REACTIONS (lb/size) 1=121/0-1-8, 2=96/Mechanical, 3=26/Mechanical Max Harz 1=95(load case 5) Max Uplifts=-46(load case 5), 2=-107(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=35 BOT CHORD 1-0=0 NOTES (5) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18fl; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11: exposure B; partially,MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 1. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 46 lb uplift at joint 1 and 107 lb uplift at joint 2. 5) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard ptE 8No. r 4.5161 All STATE OF QIVAL A WARMNO - VerM design parameters and READ NOTES ON Tffi8 AND REVERSE SIDE BEFORE USE. Design valid for use only with MiTek connectors. This design b based only upon parameters shown, and b for on Individual building component to be Installed and loaded vertically. AppBcobMy 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, consu8 QST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® Handling Installlna and Bracing Recommendation available from Truss Plate institute, 583 D'Onofrlo Drive, Madison, Wl53719. Symbols PLATE LOCATION AND ORIENTATION 1'i4 *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 Q 0 For 4 x 2 orientation, locate plates 1/8" from outside edge of aotrussandverticalweb. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MRek/Gang-Nall Joint/Plate Placement Chart. FA RTH EST TO TH E LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 401:11 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTek® FORM018,019 AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at I/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. TM AA PANEL CLIP MYDRO,A/hi 0 _ 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 Oty Ply HORTON 14421411 13R1965E M ROOF TRUSS 16 1 o tional ACCUSPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MTek Industries, Inc. Mon Jan 27 16:07:26 2003 Page 1 3 1-" 1 0 0 1 0 0 1-0-0 Scab • 1:5,2 2 5,00 12 1 4 2.4 = 1-0-0 LOADING(psf) SPACING 2-M CSI DEFL in (loc) Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.08 Vert(LL) n/a n/a MII20 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(TL) 0.01 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) list LC LL Min Well = 360 Weight: 5 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-" oc pudins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. REACTIONS (lb/size) 3=-17/Mechanical, 2=177/0-8-0, 4=9/Mechanical Max Harz 2=53(load case 4) Max Uplift3=-25(load case 5), 2=-142(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, 2-0=-37 BOT CHORD 2-4=0 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially,MWFRS gable end zone; cantilever left, and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 25 lb uplift at joint 3 and 142 lb uplift at joint 2. 4) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard jl f/n i 13 No. 45161 o = yk • OC vt• rerAs ofto A wwrwva- v.y a.,tyrparamtters and READ xaras ox rffis AND Revarsc sDa dOuse. -- 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 responslbWty of building designer - not truss designer. Bracing shown is lot lateral support of Individual web members only. Addltlanal temporary bracing to Insure stablBty during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, deBvety, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 M iTek® HandlingInstallingandBracingRecommendationavailablefromTrussPlateInstitute. 583 D'Onoftb Drive, Madison, WI53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply plates to both sides of truss and 1. Provide copies of this truss design to the securely seat. building designer, erection supervisor, property All J2 J3 J4 TOP CHORDS owner and all other interested parties.. ci c 2. Cut members to bear tightly against each other. WEBS JS 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o a , Q joint and embed fully. Avoid knots and wane plates Id from outside edge of U d O at joint locations. truss and vertical web. a 4. Unless otherwise noted, locate chordsplices I14 uC, u o at panel length(+ 6" from adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 V J6 lumber shall not exceed 19%at time of connector plates. fabrication. For tabular plating format refer to the MRek/ 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 1 continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. FORM018. 019 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/ FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/ DILHR 870040-N, 930013-N, 910080-N 19! 0 MiTek® Z& ao 0" RD-MR 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised In handling, TM erection and installation of trusses. PANEL CLIP © 1993 Mitek Holdings, Inc. Job Truss Truss Type Oty Ply HORTON 14421412 13R1965E S ROOF TRUSS 3 1 optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:15:02 2003 Page 1 1-5-0 5-3-5 9-10-13 1-5-0 5-3-5 4-7-8 scalq. r8.3 3.54 F57 3.4 3 2 e Li E3 ZA II 7 e 5 2A = 5-3-5 9-9-15 9-tA 13 5-3-5 4-6-10 0-0-14 LOADING (psf) SPACING 2-M CSI DEFL in (loc) Udefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.49 Veri(LL) 0.05 6-7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.45 Vert(TL) -0.09 6-7 >999 BCLL 0.0 Rep Stress Incr NO W B 0.41 Horz(TL) 0.01 5 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Udefl = 360 Weight: 41 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.213 TOP CHORD Sheathed or 5-11-9 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 8-0.0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 4=308/Mechanical, 2=514/0-11-5, 5=429/Mechanical Max Horz2=273(load case 2) Max Uplift4=-315(load case 5), 2=-263(load case 2), 5=-171(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-8=24, 2-8=24, 2-3=-1070, 3-4=64 BOT CHORD 2-7=1000, 6-7=1000, 5-6=0 WEBS 3-7=166, 3-0=-1068 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially,MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 315 lb uplift at joint 4, 263 lb uplift at joint 2 and 171 lb uplift at joint 5. 4) Truss Engineer. Junaidie Budiman, PEt145161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard r it re B`+% 1) Regular. Lumber Increase=1.33, Plate Increase=1.33 _\\ (FCC•.• Uniform Loads (plf) •(Q !.. +/ G J Vert:1-8=-74.0 j,' : Trapezoidal Loads (plf) to Vert: 8=0.0-to-4=-183.1,2=-1.7-toy=-49.5 t r10.45161 P STATE OR o,•' s` ANAL A WARNINO - Ver j%y design parameters and READ NOTES ON Tffi3 AND REVERSE SIDE BEFORE USE. Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and is 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 b the responsibility of the erector. Additional permanent bracing of the overall structure b the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery. erection and bracing, consult OST-88 Quality Standard, 058.89 Bracing Specification, and HID-91 Handling Installlna and Bracing Recommendation avaDb ablefromTrussPlateInstitute, 683 O'OnofiDrive, Madison. WI63719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachc1c3 other. 0 WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i , ; , ; Q joint and embed fully. Avoid knots and wane plates I/a" from outside edge of U o_ a ° V at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chordsplices 14 atpanel length(+ 6"from adjacent joint.) C, C BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MRek/ Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 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 cuf or alter truss member or plate without prior approval of a professional engineer. MiTek® 15. Care should be exercised in handling, T~ PANEL erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018,019 Ra"o-REWL ®.1,Ilk, 9 ob Truss Truss Type Qry Ply HORTON 14421413 DR1965E S1 ROOFTRUSS 2 1 optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:15:18 2003 Page 1 1-5-0 4-5-1 1-5-0 4-5-1 sra • 1:9.7 b4 12 2 5 4 2.4 = 4-5-1 4-5110 4-5-1 0-0-9 LOADING (pso SPACING 2-" CSI DEFL in (loc) Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.20 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.04 Vert(TL) 0.06 1 >333 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(rL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Vdefl = 360 Weight: 16 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 45-1 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. REACTIONS (lb/size) 3=87/Mechanical, 2=218/0-11-5, 4=31/Mechanical Max Horz 2=58(load case 3) Max Uplift3=-101(load case 5), 2=-120(load case 2) FORCES (lb) - First Load Case Only TOP CHORD 1-5=24, 2-5=24, 2-3=-28 BOT CHORD 2.4=0 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially,MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 101 lb uplift at joint 3 and 120 lb uplift at joint 2. 4) Truss Engineer. Junaidie Budiman, PEtf45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.33, Plate Increase=1.33 i 13 Uniform Loads (plf) Q •••'V%/ Vert:15=-74.0 __``i •• •. Trapezoidal Loads (plf) Vert: 5=0.0-to-3=-81.8, 2=-1.7-to4=-22.1 %, ;• G Cam' No. 4-5161 STATE OF V OOs% J O R tO,bit", NA1. A WARMNO - VerM design parameters and R&W NOTES ON THIS AND REVERSE SME BEFORE USE. Design valid for use only with MiTek connectors. This design Is based only upon parameters Mown, and Is for on Individual building component to be Instolled and loaded vertically. AppBcabillty of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is tot lateral support of Individual web members onty. Additional temporary bracing to Insure stability during construction Is the responsibility of the erectot. Additional permanent brbctng of the overall structure Is the tesponslblilty of the building designer. For general guidance regarding fabrication, quality conifol. storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Instolllna and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, Wl53719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/1 * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each c2 c3 other, o WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate O ;, , ¢ U a ' ; joint and embed fully. Avoid knots and wane plates I/a" from outside edge of o a y v at joint locations. truss and vertical web. o 4. Unless otherwise noted, locate chords laces at I/4 length(' 6 from ce C, u I panel adjacent joint.) 9 (+ 1 j ) 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. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown an design. Indicates location of required 11. Bottom chords require lateral bracing at 10, continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, oe" unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. a 14. Do not cut or alter truss member or plate without prior approval of a professional M iTek® engineer. 15. Care should be exercised In handling, TM APANEL erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIPP FORM016.019 GWP=-WA1LQ., DQO,R® ,- li, . " bb Truss Truss Type Oty Ply HORTON 14421414 DR1965E S2 ROOF TRUSS 2 1 a optional) CCUSPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:15:33 2003 Page 1 1-5-0 4-2-15 1-5-0 4-2-15 3 Scale A2 23.54 [1 2,a - 5 a 1-5-0 1-10-10 4-2-15 1-5-0 0-5-10 2-4-5 LOADING (psf) SPACING 2-" CSI DEFL in (loc) Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.14 Vert(LL) 0.10 2 >192 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.49 Vert(TL) -0.16 1 >110 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.03 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Vdefl = 360 Weight: 15lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-2-15 oc puriins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. REACTIONS (lb/size) 3=9 1 /Mechanical, 4=-85/Mechanical, 5=311/0-3-0 Max Horz5=55(load case 3) Max Uplift3=-94(load case 5), 4=-85(load case 1), 5=-225(load case 2) Max Grav3=91(load case 1). 4=89(load case 2), 5=311(load case 1) FORCES (lb) - First Load Case Only TOP CHORD 1-2=29, 2-3=17 BOT CHORD 2-5=-0, 4-5=0 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially,MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 94 lb uplift at joint 3, 85 lb uplift at joint 4 and 225 lb uplift at joint 5. 4) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard E 13 L! 1) Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform . Voad 2pl74.0 ''liFl' G(. ' 9 i Trapezoidal Loads (plf) Vert: 2=-0.0-to-3=-78.5, 2=0.0-to-4=-21.2 No. 4.5161 ,t O ; STATE OF ` o RVD, AWARNING - VerW design parameters and READ (VOTES ON TMS AND REVERSE SWE 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 boded vertically. Applicability of design parameters and proper Incorporation of component is tesponslblltty of building designer - not truss designer. Bracing shown b for lateral support of Individual web members only. Additional temporary btocing to Insure stability during condiuctbn is the responsibility of the elector. Additional permanent btactng of the overall structure b the responsibility of the building designer. For general guidance tegarding fabrication, quality controt storage, delivery, election and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 683 D'Onofrb Drive. Madison, Wl53719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/' *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each c2 other. O J5 Q 3. Place plates on each face of truss at each For 4 x 2 orientation, locate 0 - QU ; 21: joint and embed fully. Avoid knots and wane plates /a" from outside edge of o y V at joint locations. truss and vertical web. 0 a o 4. Unless otherwise noted, locate chords lices at /4 length(+ 6" from PcApaneladjacentjoint.) BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in illJ8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7. Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibilityPtY of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA 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 cufor alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, II TM PANEL erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018.019 HMRQ,AIR® Iiiw C ;7 J o Truss Truss Type Qty Ply HORTON 14421415 DR1965E S4 ROOF TRUSS 1 1 optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:07:30 2003 Page 1 3 1-5-0 2-4-5 1-5-0 2-4-5 ts.3 3 54 1 2 5 1 2-4-5 2.4 2-4-5 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.20 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.01 Vert(TL) 0.05 1 >470 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/deft = 360 Weight: 9 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-4-5 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 3=-22/Mechanical, 2=195/0-115, 4=10/Mechanical Max Harz 2=30(load case 2) Max Uplift3=-22(load case 1). 2=-150(load case 2) Max Grav3=53(load case 4), 2=195(load case 1), 4=10(load case 1) FORCES (lb) - First Load Case Only TOP CHORD 15=24, 2-5=24, 23=-27 BOT CHORD 2-4=0 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 22 lb uplift at joint 3 and 150 lb uplift at joint 2. 4).Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.33, Plate Increase=1.33 E 13 Uniform Loads (plf) `+QfrXQI Vert: 1-5=-74.0 _\\ •' l C •. l Trapezoidal Loads (plo Vert: 5=-0.0-to3=-52.3, 2=-2.1-to-4=-14.1 t ' No. 45161 ,k ri tSTATEOFw 0 R IOA*'' A WARMNO - Vor ft, design parameters and READ NO=S ON TMS AM RE VERse SWE BEMM use. Design valid tot use only with MITek connectors. This design is based only upon parameters shown, and is for an Individual bupoing component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component is responslbllBy of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control storage, delivery, erection and bracing, consult CST-aa Quality Standard, DSB-89 Bracing Sp*clflcatl)n, and HIB-91 Handling Installing and Bracing Recommendatlon avollable from Truss Plate Institute- 583 D'Onofrb Drive, Madison, WI5371 V. MiTek® Symbols PLATE LOCATION AND ORIENTATION 13/1 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 0 For 4 x 2 orientation, locate plates I Is" from outside edge of 0 truss and vertical web. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MRek/Gang-Nall Jolnt/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 401, 10 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTeko AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane o at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at I14 panel length(* 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised In handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM01 B.019 HYDRO -AIR i MII L I I II it s I I S ll-- I- II 11.-- —--11.--- -- A 7 I M K- K I A11 1 A13 A15 I A19 I A i A -- -- I - i A - Q A Ti A --------------- A I i A15 ff A13 13-4 AUG-----------_ I ------ -_._-- --- I FL T C 14'-7' IL1 L1 i ii i iiL7 I X FRAMING D— 17iii D 3K M 2 EG 13-4-0 BRG. IN ENTRY 3-4-7 I- 1 9-0-0 1 ` B-6-0 ' I 9-4-0 BRG, UNLESS NOTED I \_m A RN I N C': ALL BEARING WALLS TO BE PLACED .,( 1 PLY HGR. I C TI C E! ! REVIEW ALL SPAN DIMENSIONS--BRG. WALLS PRIOR TO SETTING TRUSSES.. I 2 PLY HGR. IENIGNEERED DRAWINGS--LOADING--PITCH AND OVER/HANGSI I- - - WALLS SHOWN ARE TO BE BEARING.. I IL 3 PLY HGR. SIGNED APPROVAL: XI ------------------ JOB NUMBER: DR1965E DATE: 10-25-02 PITCH: LOAD:SHINGLES CCU SPAN CUSTOMER: D.R. HORTON 5. H: I V 407-321-1440 BY: T- r JOB NAME: MODEL 1965 "E" ELEV. BRG: BLOCK PLOT PLAN DESCRIPTION: LOT 38, BAKERS CROSSING PHASE 2 AS RECORDED IN PLAT BOOK 62, PAGES 97-99, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA LOT 38 CONTAINS 5593 SQUARE FEET t 1111S STRUCTURE CONTAINS 2379 SQUARE FEET t TOTAL CONCRETE 579 SO. FT. t TOTAL SOD 2635 SO. FT. i nPT CENTERLINE OF N 2Op 0, RIGHT OF WAY W C ESDAL A 50' RICH CIF W RCLE 8' c YCI Ra 17736'15. 150.00' L- 76.81' R S3S.". -1` e B80'48'07•E51, C 1,S7J- •1>f hI LTR.250.00. 00 3 2 1 1I C •6J 217'24'E 65' 30' GRAPI- K SCALE 0 15 30 A A= 10*33'48" R= 275.00' L= 50.70' CB= S80'15'03"E C= 50.63' BUILDING SETBACKS FRON T: 25' REAR: 20' SIDE: 5' CORNER: 15' M L W: 50' PREPARED FOR: D. R. HORTON 1 O PROPOSED INLET 7-" 10,UTILIiY EASEMENT N F., oR 5.0', 5.0 20.0' o : •:. 14.8' CO COVERED d- ENTRANCE CT) 0 LD C 0 PROPOSED LOT 39 w o c MODEL 1965 LD e FINISHED FLOOR e ELEVATION- 40.1 LOT 3 7 aN W O- NQaN Iz0 0 ll ll 0 40.0' Z 0 5.0- 1-1.. 40.0' N 5.0' L[4COVERER. 0 t.PA TIO;, N LOT 38 .: DRAINAGE TYPE B ELEVATIONS SHOWN ARE PER LOT GRADING PLANS PROVIDED BY THE CLIENT. THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION LIST FOR CONSTRi,JCTION. 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. BEARINGS SHOWN HEREON ARE BASED ON THE SOUTHERLY LINE OF LOT 38 AS BEING N84' 41'19" W PER PLAT. FIELD DATE: ) SCALE: 1- = 30 FEET APPROVED BY: SJ JOB NO. ASM41823 DRAWN BY: V - ^•KUNMENTA!- CONTROE EASEMENT }A N84'41' 19"W I ----------- 50.16p 1 , LOT 40 LOT 39BAKERSCROSSING PHASE 1 PLAT BOOK 60, PAGES 27-29 LEGEND BUILDING SETBACK LINE CENTERLINE RIGHT OF WAY LINE X PROPOSED ELEVATION PROPOSED DRAINAGE FLOW CONCRETE LB LAND SURVEYING BUSINESS LS LAND SURVEYOR PRM PERMANENT REFERENCE MONUMENT PCP PERMANENT CONTROL POINT P) PER PLAT M) MEASURED CALL) CALCULATED FND FOUND C/W CONCRETE WALK S/W SIDEWALK CP CONCRETE PAD PBCC NATURAL BOOK NCS ATURAL GRADE SO. FT. SQUARE FEET MLW MINIMUM LOT WIDTH POB POINT ON BOUNDARY POL POINT ON LINE PCC POINT OF COMPOUND CURVATURE POC POINT ON CURVE OR OFFICIAL RECORD PO PLANNED DEVELOPMENT A 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 COW CONCRETE BLOCK WALL RP RADIUS POINT cS CONC ETE SLAB C CHORD LENGTH R/W RICFIT-OF-WAY 1. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 3. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. REVISED: LIP HOUSE 7-28-03 JMl AMERICAN SURVEYING & MAPPING FOR EVISE DESCRIPTION 7-24-03 JUL CERTIFICATION OF AUTHORIZATION NUMBER LBg6393 THE IEVISE PATIO 06/03/03 SOO 320 EAST SOUTH STREET, SUITE 180 FIRM ORLANDO, FLORIDA LOT PLAN 5-15-03 SOO 32801- (407) 426-7979 LLIAM R. SCATELLO R. SM# 928 DAFE 1 CAULK. BETWEEN ONE CONCRETE OP VOOD BOCK L SUCK By ETHERSN\4 MASSY mENInG MA$'T. OPENING 67 OTMEP.S g. OTHERS CAULK BETWEEN WINDOW rLANGE ^ ILWOODSLICK. 1{ 1-1/4- MIN. c EMBEDMENta B.V. 1-t/•' Mln BUCK WIDTH) CM2EOMEnT INSTALLATION ANCHOR -I ONE 9Y WOOD 3/16' 0IA. TAPCON v111 C> BUCK BY OTHERS SHIM AS RCO'D. RIGID VINYL 1/4' MAX. GLAZING BEAD cSEE NOTES) INSTALLATION ANCHOR (TYPu _ 3/16- DIA. TAPCOIJ S T:: co/ UCCO Br OTHERS SHIM AS REO D. C 1/.- MAX GLASS pCR(rETCR ( SEE NOTES) (TTP3(SEE MOTES) CALLK By OTHERS BT CITHERS 0 v TAPE 1 FIMMGC TYPE WINDOWINDOV FRAME 1 11 vIDOW FRAME , JAMS CAULK BETWEEN HEMCER WINDOW FLANGE v RIGID VNYL l WOOD ILEA. PERIMETERCAULK GLAZING BEAD BY OTHERS c TYPJ GLASS V (TYP.) (SEE NOTES) WAWA GHT) ( WINDOW WIDTH) Bx BUCKHEIGHT) CAULK BETWEEN VIHDOW FLANGE L PRECAST SILL W/ VULKEN 116 ADHESIVE CAULK. OR APRV'D. COL. SECTION B-B rLANGE TIPE PERIMETER WINDOW FRAME CAULK SELL BY OTHERS E a W.W. CAST ASILLQ9YOTHERS a ' B CSECTIONA -A I) SHMM AS RE0'D. AT EACH INSTALLATION uICMOR, wx. ALLOw+eLE SwM STACK TO BE 1/4'. D 2) vnNOOw FRAME MAtERtAL: ALUMINUM ALLOY 6063. / r-- 3) INSTALLATION ANCHOR WIST eE OF SUF:ICIENT LTH. TO ACHIEVE / MIN. EueEDuENT OF 1-I/4- INTO wSONRY OR CONCRETE. USE StUCONIZEO ACRYLIC CAULK BEwNO wwDOw FLANGE A! HEAD JAMeS. SILL WHIST BE ATTACHED TO THE SuBS;RATE miM .1VULKEM116AOHESIvECAULxORAPPROvEOEOUAI. 5) USE SiLICOwLEO ACRYLIC CAULK FOR PERwETER SEAL AROUND 1,./.H Ex TER:GR OF wHD0w FLANGE. r 6) IF EXACT WINDOW SIZE IS NOT USTEO IN ANCHOR C.`MA•'iI. US: ANCHOR C•JANTITY LISTED WITH NEXT LARGER SIZE. FOR :E / APPROPR:A i DESIGN PRESSURE REO'O. 7) GLASS THICKNESS MAY vARY PER THE I:EWRNEMIS 0•- AST. LE1300GLASSCHARTS. 8) LETTER CESIGNATIONS ON THE TAPCON LO,:AT:Gu CHAP.r wpC,:E wHERE WtCON ANCHORS ARE TO BE MnSiAI__4 Wx£N u=:.,L i;-E EXTERIOR ELEVATION AS A KEY. 9) ALL FACTCAY APPLJEO )TOLES NOT OESICIIA!Ei FOR TA^-CCN ANCHCP SHOULD BE FILL rO T _ _ - YM N /•. SCRc+6 0- o'J:,,C.ca. 1.1>•. TO PRW.C_ WN. 5/5 w EMPEiJMENT w; wr, Butz. 10) FLORIOA EXTRUDERS ::IO SERIES SINGLE .U,r IS SHE.- :-1S PRINT ALBD %P•_IES ;n ;-E FLORiDA E(l Fi l''E=$ i5.•`Fr A:•_ 3^.ti0 - SE IES SAGLE HUNC_ _ 1r / -', f I ` / \II- 10 INHERE WxVI.Y 1<_ IN=-:.. __ :N L•A Ei!'=. _: !•!, ..: a - JJJ SUFFIC:EN: ._"C:- • ='i'• _ iyl T E:Ii ':. NN- r CAULK BETWEEN WOOD BUCK L MAS'Y..OPENING BT OTHERS CONCRETE OR MASONRY OPENING By OTHERS IM Jr 1 TAPCON LOCATION CHART CALL BUCK LOCATIONS IN HEAD LOCATIONS IN JAMB SIZE SIZE 30PV TO 40Pv X t cy TO 70PSF 300u TO 10PSr 41 M TO 70.sr 12 Ia 1/a - 25 e e F.G F.G 13 16 1/3 = 37 3/a 6 B F.G r.c ' la Ia 1/a + 49 5/8 B B F.G F.G I45 ITT I/a , 55 1/4 B e 35 is ve X 62 s e r,c F. 16 to 1/8A 71 B B F.0 F.G)1J 17 1a .1. = a3 F.G F,CJA 1M2 25 1/2 = 25 B e c 1H3 25 1/2 X 37 WIT 8 B r.c FA IMA 25 1/2 A .9 5/a B B F,C F,CM1 tM.5 25 1/2 X 55 1/. B 8 r.c rc3V INS 25 1/2 = 62 B B roc rc.HJ INS 25 1/2 A 71 B B F,C F,CMJ IM7 25 1/2 = 83 8 B r.CJ.K r,cJ.K 30 1/3 . 25 79 1/2 X 25 B 30 1/2 . 38 3/8 29 1/2 , 37 3/a 8 BG. r,G F.G 30 1/7 . 50 5/8 29 /2 , 49 5/6 a r,c F.G.MJ 30 1/2 . 56 V• 21 1/2 . 55 1/. B 6 r.c F,GMJ 30 1/2 63 M 1/7 x 62 8 6 F,G F,GMJ 30 1/1 72 29 1/2 X 71 8 6 F.G.MJ FAHJ 3o 1 . a. 29 1/2 - e3 e B F.cJx F,CJ.K 22 36K25 El 1-4 23 36 , 37 3/e B 2 F.G F.G 2+ 36 e F.G f.0tij2a536 , 53 1/. B e 25 36 A 62 6 B F,GMJ F.GNJ 26 36 A 71 a a f.GMJ O.Ej,GMJ 27 35 A all 6 8 F.CJR rcJIJ.J.K a . 41 x 25 I• 7 . 38 3/8 1 , 37 I/a B 8 F.G F.G,M) 2 . SO 3/8 1 x .9 5/1 6 8 F.G., f,G.HI 2 . 56 1/. 1 = 55 I/. B e r.G. M F,GMJ 42 63 41 X 62 B a r,G11,1 O,E,f,CMJ 2 . 72 41 , 71 a e r.cJIJ O.Cj.GMJ 84 1 I a3 F.G.J.K f,G.r1.1aK a 26 7 x 25 B A.0 1• a . 38 3/3 7 , 37 3/a B A.0 F,G F,G.HJ a . 50 5/a U .9 3/3 e a F.G i,C.MJ 56 1/. 7 53 1/. A r.cm F.C,MJ 63 1 X 62 B A.0 F.G '".1 D.E.F.Cm.i iZ . 72 7 , 7' a AC F.G J!J O.E.F.c711 j F F MI 32 52 1/5 , 25 8 A,C r.G F,G 33 52 1/8 X 37 3/a B AC Fc F.CMJ 3. 52 1/4 .9 5/8 B A.0 F,GMJ F.c.MJ 345 52 1/8 A 55 1/. a A,C r.c:!•1 0F_F.GMJ 35 52 1/. , 62 a A,C F.C.HJ 0E.F.C.M.1 36 52 1/a = 71 a A.0 F.cMJ O.E.F.cx1 37 52 1/5 . ai 0 F.C.J.F. O.E.F.G.J.v..J.x 37 SIZE NOT AvaLAELE IN 1000 OP 15W SERIES. FLORIDA EXTRUDERS `SANFORD. FLORIDA TITLE: INSTA:_LAT.i-" N D=T S=; =S lOOO i LAD :, M_ Doi;r-N 3:-: i ?.PPP.OVED BY: JAT=: i 1j/!1 /_ ,:CALE: DWC.. FL E X CJ 0 I N PLANS PzEvil. CITY OF SANiumi HEATHING r 07HERS 1 INSTALLAT SCREV ( ON IiTPJ EXTCRioR rINiSH By OTHERS PCRINETER CAULK BY OTHERS rim FRAME HEADCR EXTERIOR PCRIKIER CAULK BY OTHERS XTERIOR FINISH -- IY 01HERS 8 INSTALLATION CHIP. SCREV (TTP.) SHEATHING BI OTHERS CAULK BEHIND FIN TVO BY BUILD DOvN BT OTHERS NOTES, SHIN AS RCO'D. 1) SMiu AS KO-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. I/v ).Ac 3) USE SLICOIZED ACRYLIC CAULK BEHIND WINDOW FIN AT HEAD. SILL @ JAMBS. rgDA SPACE N) USE S¢)CONYZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FRAME. ' iL S) GLASS Tia VARY PER Rf0UTINGECLS OF Asia GLASS INCLf LAICHARTS. SINGLE GLAZING IS SHOWN, INSULATING CUSS 6 ALSO OUAlrTEO. N. WAL 6) SCREW ANCHORS AT HEAD. SILL k JAMBS SHOULO BE IS SCREWS OF SUFFICIENT LTH. TO PROVIDE MIN. 1 IN. L N. EMBEDMENT 040 WOOD FRAME. PUCE IS SCREW ANCHORS 6- FROM CORNERS AND 24' O.C. MAX_ 7) BUILD DOWN AROUMO CURVED PRTIDN OF WINDOW FRAME TO BE ENGINEERED BY OTHERS. BUILD DOWN MUST BE OF SUFFIMMT 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 SNOW COMMON CONFIGURATIONS. IT IS HOT tNTENDEO TO LIMIT USE OF 7H6 PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL CONFIGURATIONS THAT CAN BE MANUrAC7UREO FROM THE 1000. 1750. h 20DO SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS. 10) WINDOW UNIT CAN ALSO BE MILLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR REOLIREuENTS. GLAZING (TTP. SCE NOTES) FIN FRAME SILL SHIN AS REO'D.- SCC NO FES) / I' Al. SECTION S-A r L W., SlACT EXTERIOR ELEVATION 1v0 3, 31 OTHERS, CAULK BEH:N; rIH :, •'y D l•- Gl a'`` IJBLB . op ( V I- Mt. X8 INSTALLATION SHIN SPACE ANCHOR SCREV (TIP.) 1v0 BY FRAMING SHIM AS ES0'D. BT OTHERS NOTES) cSCE CAULK BCMIKD FIN rim FRANC JAI(B_ GLAZING (TTP. SEE NOTES) r K1K U®EWNT 8Y zT[a1CR IV EXTERIOR FINISH BY OTHERS VOWDV VIM PERIMETER CAULK BY OTHERS SECTION B-B EXTERIOR ELEVATION FLORIDA EXTRUDERS ISN"RDems INCF. R TITLE: FIN INSTALLATION DETAIL DESIGNER FIXED WINDOW 1000. 1750. & 2000 SERIES DRAWN DY: BB , APPROVED BY: DATE:02/14/02 JSCALE:NTS IDwC.: F EEX0037 T ONE By BUCK BY OTHERS CAULKrLANGE t TSNEATHING LTVOOD (T TPJ •-- By DINERS \ EXTERIOR rIMSH BY OTHERS PCWNETCR CAULK J BY OTHERS / VtHDOV rRA E . J HEAD EXTERIOR VINDOV FRAME - SILL PERT ETCR CAULK BY OTHERS ExIER10R f NHS( BY OTHERS SION AS RE" SEE NOTES) GLAZING (TYP. SEE NOTES) SHIN AS REO•D SEE HBTCS) INSTALLATION ANCHOR 910 SCREV PUCK VIDTH BUILD ODvNN IBYOTHERS NOTES: Tv0 BY FRAnING cALTO SILL) 1) 1) SHIM AS REO-D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SOY. MAX. • By OTHERS ALLOWABLE SHIM STACK TO BE 1/.-. 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. i-3/B• HaN. 3) TAPCON RISTAWTION ANCHORS AT SELL MUST BE OF SUfrICEM LTM. TO ACHIEVE SHIN AS RE DID EMBEDMENT MN. EMBEDMENT Of 1-1/4- NTO MASONRY OR CONCRETL 110 INSTALLATION ' (SEE NOTES) SCREWS AT HEAD s JAMBS MUST BE Of SurFEEKT LENCM TO ACIUM 1-3/8- MN. EMBEDMENT MID WOOD rRAUNG AND BUILD DOWN WHERE REOU RED. . I(STALIATION ANCHORS h SCREWS TO BE PLACED 6 N. FROM CORNERS k 24 N. _ •.:.,` ' O.C. MAX. . _ . , .. ' •_ ••. VINDOV. rRAHE _. '' '•7„-+ . A) USE 'SWOONOED ACRYLIC CAU K BUCHO'WwCHI. OWrLAEAT WAD. SILL B:.JAMBS.'. JAHB S) USE STLXOCD ACRYLIC CAULK RA PERIMETER SEAL AROUND EXTERIOR OF .. _ WINDOW FLAKY. : -GLAZING CTYP. SOI 6) CLASS THICKNESS uAY-vARY PER THE REo jV ENYS'DF ASTM C1300 CLASS _.+'-s..::. ; SCE NOTES) '-_ 'i' _.*.,•.,' .r„ CHMRM' SNUX GLAZING IS SHOWN. R(WLATO(C CUSS IS ALSO QUALM. 7) BIRD DOWN AROUND CTRRIIED PORTION OF WD/DOW TRAUE TO BE ENGINEERED BY _-rr.:,• 3: OTHERS BURR DOWN MUST BE OF SU FXXW STRENCON TO ADEOUATCLY TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. 8) FLORIDA EXIRUOERS,1000 SERIES DESIGNER WINDOW SHOWN. THIS PRINT ALSO APPLES TO FLORIDA EXTRUDERS 1750 SERIES & 2000 SORES. _ 9) ELLVATIONS SHOW COMMON CONnOURATIONS. IT IS NOT MENDED TO LLIT USE Of THIS PRODUCT TO THESE TWO CONfK.URATONS. THIS SHEET APPLIES TO ALL PERIMETER CAULK COKnGURATIONS THAT CAN BE MANUFACTURED FROM THE 1000. 1750• Q 2000 BY OTHERS SERIES DESIGNER FIXED WINDOW fRAMNG SYSTEMS. 10) WINDOW UNIT CAN ALSO BE WILED TO OTHER UNITS USING, ALUIONUu TUBE VINDOV VIDTH MULLION. SEE MULLION INSTALLATION SHEETS FOR REOUAREMENTS. BACK HEIGHTT L 1/' "A"' SHau SPACE EXTERIOR ELEVATION CAULK BEIVEEN d VINDOV rLANGE ONE BY ° 0 tVOODBUCK 1 - 1/.- _XEYTRAL FLORIDA B_ 0. A. F. CAULK CC EMBEDM_ ENT OD BUCK t HAOPENING VODR<WgA* uI_ FAC1V R ' NAM By OTHERS OBECK E BDilE N 1, CONCRETE IR SECTION P.- A \ HASER FD,E 6 SClRr `-IN;; sLLc71DIi ANC BP. -• ', HERS 3116 CIA IAKON p 1-3/8- uN. EuBEOYEnt SHIM SPACE CAULK BCIVE[ N lV0 BT BUCK t . CONCRETE BI OTHERS .. CONCRCTC OR s' IIASOnRT - S BT OTHERS_. EXTERIOR rIMSH SECTION B- B By OTHERS WINDOW WIDTH A A EXTERIOR ELEVATION FLORIDA EXTRUDERSINTERNATIONAL. Sr RIDA TITLE: FLANGEINSTALLATIONDETAIL V/ FRAME BUILD DOVN DESIGNER FIXED VINDOV 1000, 1750, 6 2000 SERIES. DRAWN BY: BB APPROVED BY: DATE:02/12/02 SCALE: NTS DWC.: FLEx0036 IIIIIIIIIIZI11I INSTALLATION ANCHOR — DOOR VIDTM SHIM AS RE'O'D .8 SCREV SHEATHING (SEE NOTES) BY OTHERS CAULK BETVEEN Dope, rLANGE ByO VOW SLIDING GLASS C SKATmING BY OTHERS pppR FRAME JAH._ II I x I \ I 1 SHIM SPACE ' u- Va 1-1/8' MIN. EMBEDMENT STUCCO OR SIDING BY OTHERS SLIDING GLASS DOOR FRAME PERIMETER HEAD CAULK By OTHERS u U ` TEMPERED GLASS ( TYPJ Z.! i'-•f'Z.T— ..''_ S`_ DOOR r• 7u-LL' HEIGHT SLIDING GLASS DOOR FRAME SILL I EnEEDMEN 1- 1/4' MIN. LI. d 3. TEMPERED GLASS T YP.) MAX. I.I. ___ TVO By VOOD 1- 1/8 Mir( /— BY OTHERS SLIDING GLASS OOpR SHIM AS R£0'D. MAID! STRIP SEE NOTES) INSTALLATION ANCHOR T18 SCREV CAULK BETVEEN DOOR FLANGE t SHEATHING PERIMETER J By SHEATHING OTHER CAULK BY By TEMPERED GLASS — OTHERS STUCCO (TYP.) OR SIDING By OTHERS SLIDING GLASS DOOR INTERLOCK SECTION B-B INy s ALLA I WN r'R.MR 2 SCRE V TVO BY VOOD BY OTHERS CAULK BETVEEN MOM STRIP L SMEATHING SHEA7HING —) By OTHERS STUCCO pR SIDING BY OTHERS HOOK STRIP DETAIL 1- 1/8' MIN. EMBEDMENT U D067 MATERIAL . SCR! PI ALLOY 6R67, 2> O i1-1,6, ATO SCRSVS MUST 9E OF IW:ICTION LCNENTN TO KILL M T U'F DNENT OrrICIETLE1VEE67.PCW. IrKI INSTALLATION t-1/4*CNGDTSN SILL INTI R O' WAICIATLEK.tM fa KNIEK NUM CN7CDNEN7 Or I-1/' INTO nA:WtRY W CONCRETE. b INSTALL•TTO. "CM CHART ON BACK Or INIS S.GSI. I USE MICOUZED ACRYLIC CAULK M.1.0 D rL-CC A7 READ t JAM9S S) USE SRICOIZED KRILIC CAULK FOR PCRINETER SEAL AROUND EXTERIOR Or OOOT. 6> O CKACI DOOR SIZE IS NOT LISTED IN A.CIOR CRARY. USE ANCHOR "TITY LISTED VITM NEXT LARGER SIZE. AOR T.0 APPROPRIATE DESIGN PRESSURE REO'D 7) rip POCKCI SIZES USE CLOSEST BYPASS DOOR SIZE L COf T(AIRAIION TO rINISMCO O'EMING RICE IMTKLA7ID. ANENWS. IN (ROIL Or IOW: STRIP AS S)OVIL 8) GLASS TNICANESS MAT VARY PER REOUIRCMCNTS OFAS TN C13m GLASS CN.+RTS. 9) MW. UNIT IS APPRDVCD USING TCWrRCD CLASS IN SINGLE GLAZED OR IMSULATL.G GLASS 10) JAMB / StLL CORNCRS ARE TO SE SEALED VITN A SALL JOINT •CAN SEALER. III SMLN Ai RED'D. A: YA SZI IF INSTALLATION A.C.DRS. MAX. ALLOVABLE %MIN STACK TO BE V4% 121 ALL INSTALLAIIOI ANCI S MIST BE -DE Or V3RROSIDN RESISTANT MATERIALS 131 .,- CRE -.' R --RESEN7% ROVING PANEL AND V- REPRESENTS r1AE0 PANEL APPROvED CWCITA) RATIDI: ARE Ai LISTED ON ANCHOR CW:RT O. 9KK Or INIS SC_i. EXTERIOR ELEVATION Noi ALL COKITARATIONS LISTED ABOVE ARE SOvM DN TNIi DRIVING , RAYNG. Ov VCR IMTALLATION SZCT[ ONS *A -A'. •9-9' L HOSE STRIP DETAa APPLT TO WSIALLATION Or ALL A.'PRO/E9 C' KIra6.Ttb.i. 2 PANEL DLfiR S'Nfp`JN 15) FLORIDA EXIRUOZ'I Tam SEQIE: SLICING GLASS DEER IS SMOVN THIS PRINT ALSO APPLIES TO 2m SERIES AN0 500 SERIES. Q A D N IBERALLY APPLY — r CAULKING UNDER SILL OF. SE7 SILL IN EED — :N:iALLA',iE!.N NCHO or CENCr Ir ?/!B, WA TAFCON S ( iION A C E-0 ?',20132 A- 1 I r LTB PLEVI DESCRIPTION DATE i INI F L D P, I D A EXTRUDERS RSsArvEORD FL. TITLE: SLIDING GLASS DOOR INSTALLATION WITH 9? SCREWS MAYN BY: Dg 1 APPROVED BY: ATE: ! 2/17/01 SCALE: Ni: IDWG .'i_ET27 S;al 1 3 7 TYPICAL MULLICN TO CONCRFIic 0 JAME- a 1 iCC^ 2 JG S! n (AcPiJES TO W.!S WERE I' X a' S 1000.F.V./CESiGNEC i + Q > S+ ILL; ' ) r S JL 2' X 4; TUBE MUWCNS AYE USEC) F-1 r>3 ' a v' 3,a S=Lc141,Sy,a,. y -rFSX 3%A'SJ F,: , k' rPiMS"'TAFFI G SM r. CONCRETE CR:NASONRYEYOTHERS- TU':ESEA--AL TVEEA ai1 Z ONE B ViJCCEUCx:5OTHERS AQ r.5( 1,j y g ['gypyypp [6 j'• ` ? i' 1,1111L1L/til ' IJ. Q• t. S •, a ka Tt C. o- i8 X3/4 .SEL-MA 1 fi.iI •rnpiUR Nt ME: r T sETYEEak 3/4 SELF f3r\. tiltflYV tall l/i6JG VD(DDV FLANGES :- 1 T= TAPP[NG:SNS. + J C00 St: TAr',P.i7r_ Shy ;_ "- ti r JLLIat ; .. - - HEAD ( I YP.) I s f I ` w, Ao cT rPJ coRlDA''FX7-RuDERS SEALANTSEETVEE,Y CVINDDVFLAn.E_-'' ECTION A -A •_ g t MJILiD:J' +J SEGNI:rT IO ti`P.V/Ge5!GLcR t 1000 F.V./GESIGNER r QrSI[.L'. (TYPJ , ...... / t- JL PSf de.'".,t ' - t=j: i E x 3/4 SELF I i i: ," E X 3/4 SELF " .. WOO P.VJDES!GNE:R n J('; IQ t,_ 1; r (};TAPPING SNS SILL (TYPJTAPPINGSNS4i, ^' '• V ? (X 2.7/16 X-1/e °•'^' -. ; 1 X c 7/!5 X. mot i( TUBE MULLiO\ f -- - TUBE MULLION:. tTAFPI t f !$` t ty__2,t _ i2 X 4 X 3/8 NBETYEFN` :iTUBEHViLION E SEALANT. B£TVEE`.•IND6V FLANGEH8 X /a SELF kE X '/4 SELFTP.PP[Nv SNS TAPPGSGSNS ., AIC,00S.h HEAD (TYPJNEADkiYF.) SEALANT BETVEEN cFCTiQN A —A iJi' ::..,...._ ._-SGTIv^N A—N VINDOV FLa+, CEs ' tar• L hl"110N .VEEN-..rAi( s . V./ . x • ' ' •- V /^c"r`+•-" f 5ETVfcN +,- lOtO F:.l./DES[GNER - lq Q, TAII 14STAL 4TIOUN ANCRCR 3/16' CIA TAPCFi1 SCREV ANCHOR (TYFJ EXTERNAL KAAJDN IMSTALLAiION CLIP 1 1/ 4' F.K EMBEDMENT MJLLION r . 000 r. +_ um t S_ALAr.T FLANGES— . F r SICC' (TYPJ SILI. <TY?.) vD:CGJ FLANGES•---=-r,+ #E X 3/4 SELF cl^J.4DiGt r ! Ja KULLli,!1 'E..:if I C a do x /4 SELF TAF=ING SNS r 96 X 2/t SELF _ \_,00c. Cyr T IC N —P.% c FROM EXTERIOR iAPPi.>'u S?!S 4 X' 1/a ITT-. TAFFJ9G SY.- 1 X 4 X.3/6,yS.H - •-N VicN_li IuBL ,•,iAL[ UN' } TUBE Kf L,- +` i INTERNATIONAL. INC FLORIDA EXTRUDERS SANFORD, FLORIDA irlcte:cE<, pi ljpr;ESHCE'T 1 ANG.. Inf] r7r..7Tnl r.,Mi , SF CT?ONS 5y, ` 1 . R S 1 J= J.l f_E 7 C Uf DESIGN PR_ SSUR C YrF _ ! CS 1/4 SELF - Sties i . a(` \ i'? Pir.,"• S S- _;-,.. $ . 'i4 -,,.mmiAPPROVED BY: i lS(:AI. F.: C:TC I r)WG.: E MIAMI-oADE MIAMI-DADE COUNTY, FLORI METRO-DADE FLAGLER BUILDI 13U1LDINC CODE CO61PLiANCE OFF a` METRO-DADE FLAGLER GUILD 140 wrir FLAGt.EIt snir..Er, sure: i MIAMI. FLORIDA 33130.1 PRODUCT CONTROL NOTICE Or ACCEPTANCE (305)375-2901 FAX (305)375-: Premdor Entry Systems CONTIUC.''ott LICENSING st:c-r 911 E. Jeferson, P.O. Box 76 (303)373.2527 HAX(M)373. Pittsburgh ,KS 66762 c:oynL%c:rott t:NrOticii,%Ixaxr innvt, 3us) 375-29" VAN (305) 373. rttouuc: r COvrttot. mvis 303) 373.2902 I'AX (303) 372- Your application for Notice of Acceptance (NOA) of Entergy 6-8 S-NV/E Insiving Glazed Double Nv/sidelites Residential Steal Door under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types Construction, and completely described herein, has been recommended for acceptance by the Miami-Dao County Building Code Compliance Office (BCCO) under *the conditions specified herein. This NOA shalt not be valid after the expiration date stated below. BCCO reserves the right to secure product or material at any time from a jobsite or manufacturer's plant for quality control testing. if product or material fails to perform in the approved manner, BCCO may revoke; modify, or suspend use of such product or material immediately. BCCO reserves the right to revoke this approval, if i determined by BCCO that this product or material fails to meet the requirements of the South FloI Building Cede. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01-0314.2i EXPIRES: 04/02/2006 Raut tcoartgucz Chief Product Control Division TH(S IS TI lE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENER,IL CONDITIONS BUILDING CODE & PRODUCT REVIEW CONINlITTEE This application for Product Approval has been reviewed by the BCCO and approved by t11e Buildi Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions: forth above. 1 }'!'ROVED: 0G/0S/200 i Francisco 1. Quintana, R.A. Director Miami -Dade County Building Code' Compliance Of'Iic Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED : JUN 0 5 2001 EXPIRES Ayrii 02, 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 00-0321.27 which was issued on April 28, 2000 approves a residential insulated door, as described in Section 2 of this Notice of Accepta designed to comply- with. the South Florida Building Code (SFBC), 1994 Edition for Miami-[ County, for.the locations where the pressure requirements, as determined by SFBC Chapter 23 not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series Entcrgy 6-8 S-W/E Insiving Glazed Double 'Residential Insulated Steel Doors Sidelites- and its components shalt. be constructed in strict compliance with the folio% documents: Drawing No 31-1028-EW-I, Sheets I through 6 of 6, titled "Premdor (Entcrgy Br. Double Door with Sidelites in Wood Frames with Bumper Threshold (inswing)," prcparec manufacturer, dated 7/29/97 with revision C dated 01/11/00, bearing the Miami -Dade Coy Product Control approval stamp with the Notice of Acceptance number and approval date by Miami -Dade County Product Control Division. These documents shall hereinafter be referred t the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications of pair of doors and single door only, as shown i approved drawings. Single door units shall include all components described in the active Icaf o this approval. 3.2 Unit shall be installed only at locations protected by a canopy or ovcrhang such that the ang!e 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 tltc area arc designed to accept water infiltration. 4. INSTALLATION 4.1 The residential insulated steel door and its components shall be installed in strict compliance wit the approved drawings. 4.2 Hurricane protcclton system (shutters): the installation of this unit will require a hum, protection system. 3. LABELING 5.1 Each unit shall bear n permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved". 6. BUILDING PERMIT.REQUIRENIENTS 6.1 Application for building pemnit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 D;eplicate 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 Oniteial or the South Florida Building Co. SFBC) in order to properly evaluate the install ion of this systcnt. tvl:inu l Pcrcz, P.E. Product Co C Exan: Product Control Division Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED EXPIRES JUN 0 5 2001 April 02, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been fi and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceplar including the correct installation of the product. d. The engineer who originally prepared, signed and scaled the required documentation initi; submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the proddct or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate feel 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 tlic expiration date may be displaycd in advertising literature. 1 f 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 ninnufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. S. Failure to comply with any section of this Acceptance shall be cause for terntinition and removal Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF TIIIS ACCEI "'ANCE Manu Pcrcz, P.C.; Product Contr :scam Produ ' ntrol Division Glazed Units COP-WL-MA0100-02 FIBERGLASS DOORS 6'8" Height — Inswing Arrangement1 2'0' 2'6" X 2'8" 2'10" 3'0" 3'6" 1 1 COP-WL-MA0141-02 r. l' s t 02-0419.08 Application Filed) I• • 1 1. 1 52.0 NO Not Listed Not Listed emenl X0, OX, OXO I I rAuI1iples'&jidIh).:. 2'8" + 11" r masonite iniernationait.l' COP-WL-MA0143-02 I 02-0419.08 Application Filed) I• Rali n*g 52.0 ImpactRated NO 2'8" + 1'2" 2'10" + 1'0" 210" + 1'2" 3'0" + 17 3'0" + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0144-02 02-0419.08 Application Filed) 52.0 NO 17 + 2'10" + 1'0" 1'2' + 2'8" + 17' 1'0" + 2'8" + 1'0" 1'C" - 3'0" + 1'0" 1'2" + 2'10" + 1'2" 1'2" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2' 10" + 2'10" + 2' 10" 3'0' + 3'0" + 3'0" XX, OXXO 2'8" + 2'8' COP-WL-MA0142-02 02-0419.08 Application Filed) 52.0 I NO I 2'8" + 2'8" 2 10" - 210" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0145-02 02-0419.08 Application Flied) 52.0 NO 2.8" + 2'8" + 2'8" + 2'8' 2'10" + 2'10" + 2'10" + 210" 3'0" + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonile.com) or from the technical center. 4. Actual design pressure requirement for a specific building design 8 geographic location is determined by ASCE 7 (Minimum design loads for buildings and oche; structures). National, state or local building codes specify the edition required. 5. Masonile Wernrional structural, cyclic, air, water, forced entry/or impact testing Is done In accordance with Miami -Dade 8CCO protocol PA201, 202 & PAK . 0 O ak xaff r, .1: Dr .." r : AR 1 EKr" Ir11rY.hfl,A.tt ..n Tky 11OOR% n r• FM&, 4 DDsr NUWVMGI n AD. r M. t001 O.• IDI-r, n.,Iosuw„p91001 lofa3;UnWPOOtM010%31nrpcnfk60fts,oeipnando•odan Masonite International Corporation 0n.14.0ita w /wqe .'now nwae. COP-WL-MA0100-02 FIBERGLASS DOORS Glued Units 6'8" Height — Outswing 2'6- 02-0418.03 2'8" X COP-WL-MA0161-02 Application Filed) 55.0 NO 2'10" 3'0" TV Not Usted Not ListedArrangementMultiples (wid1h) Masonile International Miami -Dade r• Rating Impact, 1'0' 2V + 1'2" 7 1 2 13' + 17 02-0418.03 j I 2'10" + 1'2" COP-WL-MA0163-02 Application Filed) 55.0 NO 3'C` : 11'0" 3'0" + 1'2" 17 + 2'8" + 1'0" IT + 2'10" + 1'0" X0, OX. OXO 17 + 2'8" + 1'2" IT+2'8"+1'0" IT + 3'0" + 1'0" 02-0418.03 17' + 2'10" + 1'2" COP-WL-MA0164-02 Application Filed) 55.0 NO f 1'2" + TO' + 1'2" I I t s 2.6.,,2.E-_2.6- I f 2'8' + 2'o" + 2'8" t 2' 1 C" + 2'10" + 2'l0" j 3'0" + 3'0" + 3'0" 2'8" + 2'8' 2'8" + 2'8' 02-0418.03 2'10" + 2'10" COP-WL-MA0162-02 Application Filed) 55.0 NO 37 + 3'0" XX, OXXO 2'6" + 2'8" + 2'6' + 2'6' 2'8" + 2'8" + 2'8" + 2'8" 02-0418.03 2'10" + 2'10' + 2'10" + 2'10" COP-WL-MA0165-02 Application Filed) 55.0 NO 37 + 37 + 3'0" + 3'0" i Notes: 1. Cccr a, rangements using !ewer panels than wha! is shoNm in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonia 1n!arnational websile (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 d geographic loc2tion is determined by ASCF 7 (Minimum design loads lot buildings and other structures). National• state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done In accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. Oak raft AR W i.._..:.:-•< l.et-a.etr hen e<• asonite tnternattonal Corporatior. Oa c:,"wwa o.opum of woan raownnn miles soeota o"s. asipn yto xvsed M dr44d;ej.`U to "ge w;t1W4 Nhee. Glazed Units COP-WL-MA0100-02 FIBERGLASS DOORS 8'0" Height — Inswing Singles I 2'0" 7X2'6" 2'8' — 2'10" i 3'0' 3'6- I I COP-WL-MA0146-02 I 02-0423.01 Application Filed) P Rating 40.0 Impact Rated NO Not Listed Not Listed Arrangement i X3. OX, CX0 I Iih) 2'8" + 1'0" Masonite International,.I• COP-WL-MA0148-02 OCCO 02-0423.01 Application Filed) UP Rating 40.0 Impact Rated NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 1'2" To" + 1'0" I 37 + 1'2" COP-WL-MA0149-02 02-0423.01 Application Filed) 40.0 NO I 11 17'• + 2'8" + 17' 1'0" + 2'8' + 1'0" — 1'0' + 3'0" + 1'D" 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" To' + To" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0147-02 02-0423.01 Application Filed) 40.0 NO 2'6" 2'8" 2'10' + 210" 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" 37 + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements usicg fewer panels thar what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are availab!e from. the Masonite International website (www.masonite.com) or from the technical center. 1rsW'a:ion ins!rectio ;s are available from the W.asoni!e International website (www.masonite.com) or from the technical center. Ac:ue: dl?siCr pressure (equi; ament for a specific cuilding design & geographic location Is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local builaing 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 aJSWaff ART EK- 1•I,I,.M f,-.\{.S /:NTMV •[s(In lt( I•M"1..-r.1.Mrp.0 G+Mn F:,J 1). 20^-1 6\, CYI 'K re."Nn el y104un imp'04e.ne41TJle7 spe:ik;;'*rs, eesq.::.7 3. 2/:1.9 :4Q pjWW Uke. Masonite International Corporation Glazed Units COP-WL-MA0100.02 FIBERGLASS DOORS 8'0" Height — Outswing iiiiiiiiiiirmvhwg X 2'0" myM.-OPUMP 1 COP-WL-MA0166-02 r 1 IICCO 02-0423.03 Application Filed) r• Rating METTM;F1(T1 47.0 NO 2'6" 2'8" 2'10" 3'0" TV Not Listed Not Listed jj[1 X0.OX, OXO 1 1 2'8' + 1'0" 1Internationalt COP-WL-MA0168-02 l' • t 02-0423.03 Application Filed) r• Ral ng 47.0 ffMT7TT 1 NO 2'8" + 17 2'10" + 17 2'10" + 17 3'0" + 17 3'0" + 1'2" 1'0" + 2'8" + 17 COP-WL-MA0169-02 02-0423.03 Application Fled) 47.0 NO 1'0" + 2'10" + 17 1'2" + 2'8" + 17 1'0" + 2'8" + 1'D" 1'0" + 3'0" + 17 1'2" + 2'10" + 17 12" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 37 + 3'0" + 37 XX, OXXO 2'8" + 2'8" COP-WL-MA0167-02 02-0423.03 Application Filed) 47.0 NO 2'8" + 2'8" 2'10" + 2'10" 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" + 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 8CCO protocol PA201. PA202 h PA203. 13 O akcxaff AR EK" h'I tl1;M(: I.AiS C.T.Y OOoKti n-X —F_'_(- D_ AWr' Masonite International Corporation Our um+wiq wuW>m of aodlla :naweman mars soeceitaialu. 0rri0n rnd oradlKt dnid U OKo 10 GNnd[ -0hvA n01Kr. Opaque Units FIBERGLASS DOORS 6'8" Height — Inswing ArrangementSingles1 MasoniteInternationalt COP-WL-MA0101-02 l t 01-1031.01 t• • I 1 t 76.0 NOX 2'0" 2'6" 2'8" 2'10" TO" 3'6" Not Listed Not Listed Arrangement1 X0, OX, OXO I 2'8" + 1'0" Masonite1 COP-WL-MA0103-02 tl t 02-0109.10 Application Fled) t•Rating 55.0 1 t NO 2'8" + 17 2'10" + 17 210" + 1'2" 3'0" + 1'0" 37 + 1'2" 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" + 17 1'0" + 3'0" + 1'D" 1'2" + 2'10" + 17 1'2" + TO" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 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" + 2'10" + 2'10" 3'0" + 37 + TO" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design 8 geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade 8CC0 protocol PA201. PA202 8 PA203. 13 Oak .raffT 1 AR EK" luli•.Ir I,o eJ FN1'NY 1)C)ON$ T-I—&. t.."T C.— b'[29.2001 0CtM _." 010W. n of pt10.0 mppvemem "es WO-S. &%" AM d10d.1 Masonite International Corporation Mud $ V990 to C[ullpe w rt noW Opaque Units FIBERGLASS DOORS 6'8" Height — Outswing ArrangementSinglesI X 2'0" MasonileInternationalrl' COP-WL-MA0121-02 01-1031.02 r' 1 111111 76.0 1. r NO 2'6" 2'8" 2'10" 3'0" TV Not Listed Not Listed Mjijr-PPPM X0. OX, OXO Multiples1 2'8" + 1'0" masoniteinternationall. COP-WL-MA0123-02 l' OCCO 02-0109.09 Application Fled) I• Rating 55.0 1 r NO 2'8" + 17 2'10" + 1'0" 2'10" + 17 3'0" + 1'0" 3'0" + 1'2" 17 + 2'8" + 1'0" COP-WL-MA0124-02 02-0109.09 Application Filed) 55.0 NO 17 + 2'10" + 1'0" 17 + 2'8" + IT 1'0" + 2'8" + 17 1'0" + 3'0" + 1'0" 1'2" + 2'10" + 1'2" 1'2" + 37 + 1'2" TV + 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-MA0122-02 02-0109.09 Application Fled) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" TO" + TO" 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" + 210" + 2'10" 37 + TO" + TO" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade 8CCO protocol PA201, PA202 & PA203. 0 Okcraft AR EK" e •(lur...11 I. o." e:1"ERGLASS C.Pl TkY OOOItc .b+4.vN1 1W 6" D. , nw p adra 29. 200i Ow Corou4ilp oro0rarn 01 OrddW imdro+tnldo makes Wd"dCoi . dcsyn end 0.o0uc1 Masonite International C o r p o r a t i o n otua sutnecl to cnitn" ,venom notice. Opaque Units COP-WL-MA0100-02 . FIBERGLASS DOORS 8'0" Height — Inswing ArrangementSingles1 X 2'0" 1 1 COP-WL-MA0106-02 r.l' • 02-0109.08 Application Fled) I• • 1 , 1 70.0 NO 2'6" 2'8" 2'10" 3'0" TV Not Listed Not Listed Arrangement1(%vidth) X0, OX, OXO 2'8" + 1'0" MasonileI.1' COP-WL-MA0108-02 02-0109.08 Application Fled) I• 1 55.0 I 1 NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 1'2" TO" + 1'0" 3'0" + 17 1'0" + 2'8" + 1'0" COP-WL-MA0109-02 02-0109.08 Application Filed) 55.0 NO 1'0" + 210" + 17 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'D" IT + 210" + 1'2" 1'2" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 37 + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0107-02 02-0109.08 Application Fled) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + TO" 2'6" + 2'8" + 2'6" + TV COP-WL-MA0110-02 02-0109.08 Application Fled) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details'are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic• air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. O akQraff 1. Ts .1 AR EK'" e•tlul.relr l,o e l•^r M(:I,A\{ f:N1— .1110.1 nv10.w. O0'd 29' 2002 Masonite International Corporal onOWCm+wnp aoOtaT OI aaOKl maoremMl Ta4tt SDKdSatpli. asro" am aoo.cl Oeud SLOWO to Chance Wdri 7 =cc. Opaque Units FIBERGLASS DOORS 8'0" Height — Outswing 1 1• 2'0" 2'6" 2'8" COP-WL-MA0126-02 2'10" 3'0" ArrangementSingles1 X 1' r• • 1 1 1 02-0109.07 Application Filed) 70.0 NO TV Not Listed Not Listed ITYMM M X0. OX. OXO Multiples1 2'8" + 1'0" Ma s1n i I e I n I e rn aIHj COP-WL-MA0128-02 M.F V 02-0109.07 Application Fled) r• 1 55.0 1 •1 NO 2'8" + 17 2'10" + 1'0" 2'10" + 17" 37 + 1'0" 3'0" + 17 1'0" + 2'8" + 1'O" COP-WL-MA0129-02 02-0109.07 Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 12" IT+2'8'+1'0" 1'0" + 3'0" + 1'0" 1'2" + 2'10" + 17 1'2" + 3'0" + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 210" + 2'10" 3'0" + 3'0" + 3'0" XX. OXXO 2'8" + 2'8" COP-WL-MA0127-02 02-0109.07 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0130-02 02-0109.07 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 37 + TO" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design 8 geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic• air. water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201. PA202 & PA203. a Oakcraff AR k EK'" f IMI:NCI.A{\ M.N'1'— 00oks b....•rwlwjYr l.v. Oew. a npd 29. Ig01 Out Cpoo V po0r m o1 ptoOaC i"po ea makes VeCAialbin Onq" andpotluct Masonite International Corporation oeyl U01M to Charge .aro st r,otKe. X 1 1111 I Unit SINGLE DOOR 6- TYR TYP. 6'8" UNIT 8'0• UNIT 13-15/16' 17.1/8' MAXIMUM ON CENTER TYP. 1'Illllllll lll i••h1i=111%I17r1 111 6 per vertical framing member 2 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. Rough 1 1 1' 1 Width of door unit plus 1/2" Height of door unit plus 1/4" r t Latching Hardware: Compliance requires that GRADE 3 or better (ANSUBHMA A156.2) cylindrical and deadlock hardware be installed. UNITS COVERED BY COP DOCUMENT 3146 or 3166 Compliance requires that 8" GRADE 1 (ANSI/BHMA A156.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include 18 and 110 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NOS for southern pine lumber with a side member thickness of 1-1/4- and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others• must be anchored property to transfer loads to the structure. 0 Aped 29. 2002 Ow CM,MV oroo.am of aodWn 01.ema• macs SMdKnan, Masonite International Corporacon oespn and Mode deud suo w to cnande .arow notim XO or OX 'ttf t Unit SINGLE DOOR WITH 1 SIDELITE s• 6• CL TYP TYP TYP. TYP. UNIT 8V UNIT 15/16' 17-1/8' MAXIMUM ON CENTER TYP. Minimum Fastener Count 6 per vertical framing member 7 per horizontal framing member Hinge and strike plates require two 2.1/2" long screws per location. Rough Opening 1 Width of door unit plus 12" t Height of door unit plus 1/4" t f t f It t r Latching Hardware: Compliance requires that GRADE 3 or better (ANSUBHMA A156.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. fasteners analyzed for this unit include 98 and 110 wood screws or 3/16' Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF 8 PA NOS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored property to transfer loads to the structure. PRfM :;'Y.Ji Apld 29 2002 Masonite International Corporation Om iomn. •rar+". ut mw:m wL•a.enem cores +uee.tcwgm. oeSQn rnC y%C j OCYd SuorKl to CNnW —Out AMU. Ox0 t01141 Unit SINGLE DOOR WITH 2 SIDELITES 6• TYR 6'8" UNIT 8'U" UNIT 13-15/16• 17.1/8' MAXIMUM ON CENTER TYP. CountMinimumFastener • 6 per vertical framing member 11 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. Width of door unit plus 1/2" r Height of door unit plus 1/4" t r r r t t r t f r r Latching Hardware: Compliance requires that GRADE 3 or better (ANSUBHMA A156.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include 18 and 110 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF 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. 0 41d 29. 2002 Matonite International Corporation Ow cmo V morn" W "W c weotx.m•. onl"o m0o•n dmd SW K. 10 _tJ.ge .4." MA". oxxo MID-WL-MA0005.02 Unit DOUBLE DOOR WITH 2 SIDELITES Cl 4! TY P. T P.TMP I 1 I I 1 I TYI itII 1 II II I (( II (~ 6'8' 13- UNIT 8'e• UNIT 5/16' 17.1/8- MAXIMUM ON CENTER TYR 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 (ANSVBHMA A156.2) cylindrical and deadlock hardware be installed. UNITS COVERED BY COP DOCUMENT 3147 or 3167 Compliance requires that 8" GRADE 1 (ANSI/BHMA At56.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include 18 and I10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NOS for southern pine lumber with a side member thickness of 1-114" and achievement of minimum embedment. The 3/16" Tapcon single shear design values Come from the ITW and ELCO Dade Country approvals respectively. each with minimum 1-1/4" embedment. 3. Wood bucks by others. must be anchored properly to transfer loads to the structure. 0 Aprd29.2002 Masonite International Coeporation ow cofflkwv a.oa.3m of grown —WQ+ em nines saecncatons. ango ana woou anon w oD i la e'u"ae .ehwr wke XX Glazed Inswing Unit APPROVED ARRANGEMENT: i y...r i 5 0 0 COP-WL-MA0142-02 FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Double Door Maximum unit size. 6'0" 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 requlremems for a specific building design and gedgraphde 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-MA0002-0?. APPROVED DOOR STYLES: 114 GLASS: a0 na as 00 00 00 00 100 Series 133.135 Series 136 Series 622 Series 1/2 GLASS: 00 00 00 00 00 00 105 series 106.160 Series' 129 series' 12 PA, 23 PA. 2e R/L 107 Series' 106 Series 30e Series series* iris glass kit may also be used N cite following door style: Eyebrow 5•pand with scroll O ale raft AR EK" r•.•..•• . •• ^ VIOL'RGLASS L'Nl'RY OOOMt Fa..ao"(—,0— /yxC., JIB. M • April29.2002 Masonite International Corporation Our C"OWNe prooram or W 0dutl • yo eel O akeS SW-d"OdS, de%ir and WOW dmd SubgO a Ch&Vt WOW M<t XX Glazed Inswing Unit COP-WL-MA0142-02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 1113 a a 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, RE./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). IState of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 0akcraff AR 4 EK" ... ._ 11IIIMI`:L •\.\\ (; NFI'N\' I)I IIIN.\ Nun•4.an F.M (. 0. Apri129.2002 Masonite International Corporation ow conmudv woplrm or plocucs .nPmwne.o mu" specoitsbns. &sign aM woow otUA sub" IC Ch.W "dhow MI[e. X•O or OX Glazed Inswing Unit FIBERGLASS DOORS APPROVED ARRANGEMENT: Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 68". Single Door with 1 Sidelite Madmum unh site • 6T 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 budding design and geographic location is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0003-02 or MAD-WL-MA0006-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0003-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 00can 00 00 0 0 00 100 Series 03. 135 Series 136 Series 822 Series 1/ 2 GLASS: 0 DD DD ° 00 00 00 0a 00 00 105 Series 106. 160 Series' 129 Series' 12 R/L. 23 R/L. 24 RIL 107 Series' 108 Series 304 Series Series' This glass id may also be used in the following door style: Eye0tow 5-panel YAM scroll Oakcraff w.... n s -... ` ART EK" l.— Fe e--tvro— t..,.... , .._ A UI,,,M1 Aprd29. 2002 Masonite international Corporation Ow C—.; d 09-...1 W.d.tr nra.+M,M, mats S.ttKAO.s, dnV" aM ;Y.tuL, XO or OX ' t ' I Glazed Inswing Unit r FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: as ao' 404 Series 410 Series t09 Series 114. 120. 122 152 Series 149 Series 300 Series series APPROVED SIDELITE STYLES: 0 n 129 Series 200 Series 12FL 12L 23R, 23L ISO Series 152 Series 149 Series 109 Series 120. 122 Series 300 Series 24R. 24L Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). MPAIAVA' E=49904* State of Florida, Professional Engineer IKurtBalthazor, P.E. — License Number 56533 Oak,raff AR EK" , .•_ 1,1 III N1:1. \.i\ t::l'1'Ml I11111M.i rw r•••/•f—r—em, Dm ry1/• — b Apra29.2002 Masonite International Corporation N' [0—wV aoq ar ao,,o ma0+emeN mn es wmac~s, asvn LIE aOEun Etu 1'Mel ro'"e wdhW W-Ce Ox0 Glazed Inswing Unit APPROVED ARRANGEMENT: l' r, t O xjO Single Door with 2 Sidelites Maximum unit size . 9'0• a 6'8' Design Pressure 52.0/-52.0 Limited hater unless special threshold design Is used. FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". 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-natiot2l. 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-MA0004-92. APPROVED DOOR STYLES: 1/4 GLASS: 00 ao Eu a0 00 00 M1 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: 0 Ou ° 00 00 00 00 00 00 105 Series 106. 160 Series' 129 Series' 12 R/L. 23 RA- 24 li/L 107 Series" 108 Series 304 Series Series* Tins glass kit may also be used in the following door style: Eyeorow 5-p3nef with scroll Oak-raff AR 4 EK' y e..l..:..., I.._ I IOL Nf:l A,1\ lM'1'"k' Ull/)Nti w.4.a-.s re-pul Oer. /x C,' Apra29.2002 Masonite International Corporation Ow (0_v w0wam a WOW . worernp i nukes %WdiCAOM. detOn OW yodM% deUa SUOKCI to Cft~ -Nol1 rQlKt. _ Ox0 Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: as as 404 Series 410 Series 109 Series 114. 120.122 152 Series 149 Series 300 Series Series APPROVED SIOELITE STYLES: a 3 r •. a a o I4 rtti 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.EJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip Cite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTEDIN ACCORDANCE WITH MIAMI-OADE 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 EK' .... T 1'IULMe:LA11 L'N1*M ''UM MJ New.,..ee.a rawp.0 t—,Dow. a Apia29.2002 Masonite International Corporation OW CMIMMWq OruWlm er p104ue1;MD1oMn M rryles SaCaiCaliOns. Mign Ind WDMI 4eUd $41W to cnmpe .anon WKC. OXXO Glazed Inswing Unit FIBERGLASS DOORS APPROVED ARRANGEMENT: 0i`Y1.4 O r d' Oy l73 Double Door with 2 Sidelites f<taximum unit size. 12'0' x 6'8' Design Pressure 52.0/-52.0 Limited water unless special threshold design is used. Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific budding design and geographic location Is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-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: as ao na as an 00 oa 100 Series 133.135 Series 136 Series 822 Series 1/2 GLASS: an as na as nn as 105 Series 106.1 Series' 129 Series' 12 RA- 23 R/L. 24 IUL 107 Series' 108 Series 30E Series Series' This glass kit may also be used in the following door style: Eyebrow 5•panet with strop Oak raft AR EK' E..,.... , 1'I11UMCr.ASS L•'n'r.V UOUNS <a..B....dlMNuEwrd..r. ao. April 29.2002 Masonite International Corporation 0. c.nl-.V 0,00 m of 01WO m0,&MtM rt A. SWO"O.S. Oe". lb 010N0 O , 1~0 r0 cwq<.anow OXX0 Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: no as k 404 Series 410 Series 109 series 114. 120.122 152 Series 149 series 300 Series Series APPROVED SIDELITE STYLES: a 129 Series 200 Series 12R, I2L. 23R, 23L. 450 Series 152 Series 149 Series 109 Series 120. 122 Series 300 Series 24R. 24L Series CERTIFIED TEST REPORTS: CTtA-805W-2 Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO AA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). IState of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR 4 EK" r..r..;..,, r..T IIML'N.:l..\.\,1 lNl Ml'11..11N Nour..v.e.w• uf•.v, Oew. C., o.. • o.... April 29.2002 Masonite International Corporation Ow cW-19 DOW— of Mde . W fttMera Wkt$ soecocswns. 4esgn aaE DfDdW wa, wares to ch w w4hw w-ce. XX Glazed Inswing Unit APPROVED ARRANGEMENT, 8'0" FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door Maximum unit We • 6'0- 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 lot a specific building design and geographic location Is determined by ASCE 7-national state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0002-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002 02. - APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: n oa 404 Series DID as na 822 Series El 108 Series Oak Aa I AR EK'" r 1. . I:IUL•Nc:LASS LH'1'NY •UUUN] rawG.ewW liwata0 E—F 0— a — SPREMMA• ./ n April 29.2002 Masonite International Corporation Ow con4nume >,oQfam 01 wodm m7oven*M 011ScS SWd;Cat,oM. desgn and 0r00un deua S.Wcl t0 cn vg ww ot#I w4t. XX Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 0 810 Series 852 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft EKAR " .. r.<i......ia ...m L-GIA]1 bK l"1 ,UuuMT w.G.v.. F_'U.Ev 0— April 29. 2002 Masonite International Corporation ow coNmulp p.Wam or o.00uo m"m CWM ma4n SWjWAOOS.Onq" and p.oG21 Uj S,M,Co 10 ch w wdr uo =cc XO or OX i • ' t t Glazed Inswing Unit APPROVED ARRANGEMENT: 8'0" FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 87. Single Door with 1 Sidelite Mardmum unit size - 6'0' x 8'0' Design Pressure 40.0/-40.0 Umited crater unless sWW dueshold 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 try ASCE 7-national. state or local building codes specify Me 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: am as as 822 series 1/2 GLASS: tr P as 404 Series ,08 series 0 Oak raft AR EK'- F411C!w LAI :,Ks r,r,,,w. y t,,,.dre.N.,E—,0— o Ap,d 29 2002 Masonite International Corporation Ow C"wdr.no mow PAmoro,00."mo.rnum ".kn sm,,a AO"t, acsq" sro WOW a d , swM w'". ..row rout XO or OX Glazed Inswing Unit APPROVED DOOR STYLES: FULL GLASS: 810 series APPROVED SIDELITE STYLES: 8'0" FIBERGLASS DOORS 0 300 Series uiiia 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 AR EK" W.•.•J•ela• 'Ie 1.cJ 4:10L'Mv:LA5% lH'1'M l' 000-S N,.4iay.0 F—,ft. ewi 0— April 29. 2002 Masonite international Corporation ow Cau V OrOpram 01 pr000D mOrovrmCj mikes smaecxq . Oes r and 010dW 0e1aa SuDilCl 10 CtWGe rer*ul n01ee. oxo Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT. 0 0 Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Single Door with 2 Sidelites Matdmum unit size • 9'0' X fir 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 beet 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-MA0004-92. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: 0 as 404 Series DAD oa as 822 Series a 108 Series O ak. ,raff AR 4 EK" VAUCk GLASS L'n'1'Mr 0111111S E—,o— Aprd29.2002 Masonite international Corporation Do cO *,M eroenm of proauo . "'N mtm MACS SotC11".0 . OMP aM 0100ue1 drUd Subject to Ctlillbe WOW M -Ct. OXO O• it I Glazed Inswing Unit 1 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: ram 810 series 300 Series APPROVED SIDELITE STYLES: 450 Series 852 series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). IState of Florida, Professional Engineer IKurtBalthazor, P.E. — License Number 56533 Oak A R-4 EK" w..uA.. •.n F f..: e.ed 1:11JERGLASS ewrttv 000ks re. TR r4..ei"1. 0— Apra 29. 2002 Masonite International Corporation Out COMM V wopnm of pouuo iinoro.enem csmasoec.Irnions, aesryn and pmoua dead SUOM1 to c"t W~ notice. OXXO Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: s OvA111- r y: O i` Ems.,':•"1.... 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 fir 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-natimul• state or IOW 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: 0 as 404 Series am as as 822 series El 108 Series 0 ak$;raff AR 4 EK" t..r..;..r, r.a. 1413UkaLASS [n'rk%' uuorS ra..a....a rewp.n M.r now. PREMDMp•.. m April 29.2002 Masonite International Corporation Our cmn.rarg mod.am N product md•o+em maths see aiWi0m. desgo aM dredun deal SUW W Ch^e Wd"A MCC OXX0 Glazed Inswing Unit 81'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: K f+v:r 810 series 300 Series APPROVED SIDELITE STYLES: a 450 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE 8CC0 PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). IState of Florida, Professional Engineer IKurtBalthazor, P.E. — License Number 56533 Oak raff AR EK' E..1..:..1,1..T I+1If L+N (l. •\\\ l'N'I'M \' I).1(1Nti rar.t•....•a re•.P.0 E•v,Om. /r C,, / . ApId29.2002 Masonite International Corporation ow conwuwv poplin 01 poova •'nptivLTtM OW6 SOccd<IIOOS. OISq lM 0' 00 ucl ocul Wont to chow .'now M" XX Glazed Outswing Unit APPROVED ARRANGEMENT: E FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". 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 budding design and geographic location Is determined by ASCE 7-national. state or local building codes spectiy 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 00 dott 00 00 00 101 00 100 series 133. 135 Series 136 Series 822 Series 1/2 GLASS: 0 DO 0 ° 00 00 00 00 00 an 105 Series 106. 160 Series129 Series' 12 NL. 23 RA.. 20 RA. 107 Series' 108 Series 304 Series Series' This glass kit may also be used in the following door style: Eyebrow 5-panel with scroll Oak raft AR EK" 1..1..1.11. 1' I Cµl:I.\,1.S C.''I-1' I11111M.1 ry.r••vNle.•Nu E—,0— I"W.' O April 29,2002 Masonile international Corporation 0. CWOmu.y Wool.. Or W." mWo+a.elx .Wits SDKOenons, 011W JW W00.1 S KC110 C-91 -n n014C XX Glazed Outswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 00 00 404 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). 6 f a-zp &EX 5 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 OakCr _ AR k EK'- 1 `IULNI: L.\\1 LN'1 N\' UUIIM\ T..vNfe.ryl,u I—,D^ April 29. 2002 Masonite International Corporation 0. cm.—.0 moerlm or moon'wo—M mikes foecanrOM. dew 'm W d.X, orun WNW to'", ."r," nm- XX Glazed Outswing Unit APPROVED ARRANGEMENT: 8'0" FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door Maximum unit site . 6.0' x 8'0' Design Pressure 47.0/-47.0 Unshed water unless special threshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0012-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: n as 404 Series ao 822 series El 108 Series O akc-raff AR k EK" 11I811l VLASS ENTRY 000.5 Nr.a..r.D re..Nu I— Dar+ xr,' r llUYt rtV x.n 0 0.....r D.... Apra 29.2v pOpam 01 Masonite International CorporationOultONnDDqprpODtlanpprtmHqmaltstpNil.tatOnt. Ottgn an0 p00ut1 act" $W*Cl t0 tlnnet wIn10D1 ndKt 4 oPnomAL SSE! CIA= OR 1 5¢ SECTION VAe'a` 1 y f,Illlllr p" III III y p"1IIIII4 f, C OO 3 u 3 Aolics(Ata/c axl a A III III \\k III III kk kk opromAL marsOF 1 10 A ` OPIIOKK OUTSIDE KEYED LOOK POSRI011 MAIL OOOR WIDTH - IE-0' YRSIDE.IIEVATIO S NCff1, DOORS 7-0 mDOORSW_9• UR MaO<() a(O). 1 J IRO SORO.S ON 19 WNIERS. 1 OA lil FRONTFRAMEWITHWASHERRDQUITED. LAC SCREWS MAY GE COUNTERSUNK ACEMg REQUIRED) To PHDVVU A PULISK MOUNTING Atf. HOREOWUL AMISS 00 NOT TRANSFER ICAO. n n 2' n*x jSAIiOlRC LIFEB LASSFEOPIIOrU110 SCRFW IOHIODr IrF WmoE 1/ e SECf10N e- e G REVISIONS E: DATE: ECN NO. APPVD: I DESCRIPTION 11/00 - MWW I OTY (I) WAS (2) FOR TRACK BOLT HORIZONTAL TRACK SUPPORT BY 20 U MAI. END STILES ATTACHED TO DOW DOOR MEAua Crown SIGH WITH PAipOFD TOG -HOC SYSTEM TOO. OOTTOY AT CD(IFR), g "Ai'= UZ FuoW.101/WW T SCREV S. LISTED am- DOUBLE TRACK..CONFICURAnOm LOW HEADROOM IS p, AVAILABLE AS AN OPTION VIEW v E aH 2• CAW. 51111 TRACK. t. MPH. TRACK 09O01ESS: LSOCam Sam• QjTTYP. 2-1/7•.12 U GALV. STEEL TRACK OR*CW. TWO POW LiOCK24 Q (4) TRACK BRACKETS PER WC 48K LKI TOP 9TM0:T REPORT#9606C T HD oNrK S• . 20 U U-CYK enar m O-GARS IN A 2-1-2-1 PAT ON ( LE TOO U-GA05 HEArKK.Y1 OPTION DH EKTYT 1 SECfIO1l DIE U- aNRS ON MW MMIK ETC.) 1144/e• SHEET OEM SOEWS 0 0 1/a• J a' SElr i SCREWS Ia U FMf NMfiS In c._ IrrrrRl.n+Mrt-11PIrs Om'lC ) OWL:. STEP MOULDING ITT DOOR INSTALLER (TO SEE) 2.5 YELLOW Poe a" p U 1W. CAW. Sf[FL END SRE 20 GA GLV. STEEL WEER. S1rE 25 U MAN. STEa ulE J& 3 4 PAN HEM SCREWlawWTEN ONE BRICKETSFASTENED TO 19 MJ SOI COATED A 0-40 Mt1. 10 SCREWS PER LIFE) e N RADICES ON 21 (C-e0 GL..ZI G. IIAKED-011 NOER. OIR 21• QNIFRS E7000 PS 1WL ooHOETq 011 PER TRACK 9RAOEi. AND A DN( FD-OM POLYESTER 1 .•. rN'0011 5LMW5 OH 17-1/•C LDRE70 (x.000 7/la• 10. ROUND r TOP COAT APPLIED TO BOTH SNAP LATCH [HGIGES p j M.L Ej, WASE7B tIOIIDED TRH rASTENEltLa ROLE PER ROLLER) SOES OF STEEL SM. Ix LE oN.V. STEEL E TOP 5 T LAM . SEEP[ AHLYami• oA M.H. M9Q1 REDII6D 2. CALY. STEEL. TRACK FASTENED TO 14 U C1Lv. $}Q1 RQIER Hp,O # T GL. ;44) E ROLLER BRAf. IEf. EACH StaE EACH SIDE OF OOOR. W 1 MCL ANC To wrMMYIX ARL91 12 Ol CV.v. STEEL ttL10( 91AOQ'TS. rAS1UE7 TO E/O STR15 EAOI r/(a) /14a a 9Qf METAL SCREWS. BRACKET ATTACK/FD r/(4) TRACK ATTACHED TO EACH BRACE?SE}i METK STREWS /Jm 14a/e' S/ ICEf METAL MOUNIVIC SURFACE. 1101E200/L AMIffi ro KOruNT`RSUHK WITH ONE 1/ 4•a/e• BOLT a NUT (a) I/4 J/4 SEli' TAPPMC 5(]E1P5 PER 01D HEHICC 4rP tAv ADDrts. TRANSER LOD. OR TrD 1/r lu mlErs. OUTSIDE KEYED 1 HLvoLE pD EID row SHaRr-srt21. Io nu StEEl aDILEA If/DUHINGE EACH STILE STU RW CONFIGURATION MARK WESElD. PL EEL FASTENED TO DO * am PREPARATION OF AAInn BY OTHERS- SELRoN D-e FLORIDA P.E. /4e4" SQT T /(AL Ita/e' INSIDEHVNOE STILEEDRRK CAR P.C. /2]elx 3• TALL U-" e: (4) 1/4•A3/4• SELF OUTSIDE KEYED LOCK LOCK W W aI. TOLDSTRENGTH:C3—_ PING SOW)ES. '..' urw 1_-- OPIIeH TRACK E 2. , Q< STRUCTURAL f101URR DESIGN LOADS: +24.0 PSF & -24.5 PSF amoc EACH SIDE su1 THE RFSPONSHfIT OF THE PROFCSSONIL OF TEST LOADS: +36.0 PSF & -37.0 PSF L y. HNIDLE OF DOOR RECORD FOR THE BUE091C OR STRUCTURE AND N ACAORDMICE TALL . 20 U CALv. STET U-BARS EID SLDE BOIf WITH CEMENT BUEDUIC CODES FOR THE LOADS LISTED ON OWOIN. aV..c 4At yvm N auE 9I A 2-1-2-1 PATTERN E tW0 u-Buts SraE lof0( f1EXDE5 THIS oRAECIo. .nN A IIAQm YAV WA>m5L PART NO.: - 1 -7/e• L ON BOTTOM SECllOr. ONE U-BWR ON Herr INTO VERNAL r sonDN ETc EACH U-BAR ATTACKED TRACK. ONE Urden Staw 00-64 slt W*M % sIm I= wDH 1 4• J 4• SEIr TAHWIC SCREWS LOOK oN 41Nn.NYn Cillalmo8 OH 45202 R EACH WE .' lDouaS m. TOLERANCES «. IDEAL Ed ,„ ,a,3-.3,-48D0 OF ODOR. YeMiWNr.YI am wry M a. a..A aYPHmI.L .0 - 1.03 "Umo00toman Fat H. 1-513-762-3519 EH5EE uKN ROT ii4''•v01A>464Wa .00 - t.015 sEr1OH A_A (90E NErI KMv OPTION .I91.a 6 PH.I 4vl..a ra.. M DESCRIPTION: MODEL 6R5T W4 16-0 A 8-0: 24/-24.5 DESIGN LOAD 000 - t .005 CA. GALV.STEEL2) OOTMU-5/8 BRACKET. _ / •spy I• •M ....P..r O)pp - t.00t DRAWN BY: SRAM DATE: 4/t8/00 SCALE: RATS OWC. IEill (x) ll4a/e. SKEET METAL SCREWS. 77/ I,... ,rua E..n.1. ELR1erDON Z p Third ARNR a oegreea . t t/ 2 CHECKED BY: MWW DATE: 4/18/00 SHEET I OF I SIZE e vmn Pf jl tiara = 9 M'S4' _=Es, DWG. NO.: 102138 REV. NO. I 4 3 4 2 RAMS iJ 1 1:1, 1r DJV. N C I:] A ; MODEL: 6RST (25 GA. STEEL SKIN) MODEL: 4RST (24 GA. STEEL SKIN) LISTEDOPTIONALOSBCLASSOR ACRYLIC UTES AVAILABLE SECTION 8-B) 1) INTERMEDIATE SOLE ATTACHED W// TOG-L-LOC [Tpp 20 Gl MIN. ENO STILES ATTACHED ODOR h BOn SKIN WITH PATENTED TOG-L-IOC SYSTEMSANDURETiW1iADHESIVE (ALANC CENTE( r• '- A P, BOTTOM & CENTER). l IA A CIFAI X o, REPORT 9606C j 25 GA. MIN. CALV:/ LOCK POSITION STEEL SIGN OOATED WITH A BAKED -ON PRWER. BOTH SIDES) TWO POINT LOCKING AND A BAKED -ON POLYESTER TOP CQAT OF mTO BOTH SIDESSTEEL SKIN. ONE 3' TALL x 20 GA U-BAR (50 KSI) PER DOOR SECTION. END SLIDE BOLT j STILE LOCK ENGAGES INTO VERTICAL TRACK. ONE M 110N OF EACH SIDE LOCK ON OPTIONAL 0U15I0E KEYED LOCK POSITION OF DOOR MAX. DOOR WIDTH 9.0- N INSIDE SLIDE ITOLT O/ 14x8/ 8• SHEET METAL SCREWS LOCK OPTIONOTE IDOORS UP TO 7'-0• HIGH CONSIST OF 4) SECTIONS (SHOWN)). DOORS OVER 7'-0- HIGH CONSIST OF (5) SECTIONS (NOT SHOWN). L REVISIONS I KEV. ND.I 'LONE: I DATE: I ECN NO. APPVD:I DESCRDJTION I I Al ( 11/00 I - I Mww Qn (1) WAS (2) FOR TRACK BOLT 2' DWX 3' TALL U-BAR 20 CA. GALV. STEEL d3. r 1- 7/8' to " CAM Snn i0P T ROUfR BRA:CU. EACH IBRId;: YEML/(3) SNIP LAP Jam¢ s I t U GLV 91TF1 OIO 101GE FASTF. a. TO OD m9TI-0 r/(4) tt,a ' a M4)11// 4-Lil/4' SIIf UPFW SatEVM' tl HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER ( TO SUIT),II D 13 GA. GALV. STEEL FLAG BRACKET. EACH FASTENED TO WOOD JAMB WITH 3) 5/ 16"xl-5/8' WOOD LAG SCREWS. UM DOUBLE TRACK TRACT( CONFIGURATION LOW HEADROOM IS AVAILABLE AS AN OPTION DOOR HEIGHT 1- 2• GALV. STEEL TRACK, fi 6 MIN. TRACK THICKNESS:.060• 8 8 - 0 88 to s oTYP. 2-1/2•xl2 CA. CALV. STEEL TRACK BRACKET. C MY. AR i. (4) TRACK BRACKETS PER SIDE. a/ u AR ATTACJIED w Lxwon m 0LHR TOP BRACKET DOLIS HORIZONTAL TRACK --i— FRONT FRAME WITH U.V. \ \ LE COATING ON OUTSIDE SURFACE DOUBLF TRACK 0 O 13 G CAW. SYEEL BOT10Y LOW HEAf_1ROOM OPTIONBWbCE5 ATTACIED AL S HMO 1/4'x3 4• SELF I 2 xJ LAG SCREWS ON 2{ CENTERS. I' 0.0. MIN. /Itd/e S1Ii'f ItEGI SCIIEwS i TAPPIN SCREWS. WASHER REQUIRED. LAG SCREWS MAY BE COUNTERSUNK AU.IWM OORISON SSB CLASS OR OPTIONAL 10 SCREW UT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING a VIFM spy,. 1/8' ACRYLIC LITE WINDOW LITE 14 GA END HINGES 18 CA INTERMEDIATE MIN( ( SURFACE HORIZONTAL JAMBS W NOT TRANSFER LOAD. SECTION B-B VIES- NEW C r STOP MOULDING BY DOOR INSTALLER (TO SUIT) 2x6 YELLOW PINE JAMB- / .20 GEL WON. CALV. STEEL END STILE 20 GA CALV. STEEL INTER. 12 GA GALV. STEEL TRACK BRACKETS FASTENED TO WOOD JAMB WITH ONE 5/16•xl-5/13 LAG SCREW PER TRACK BRACKET. SECTION A - A (SIDE VIEWI 8x3/4• PAN HEAD SCREW VERTIGIL JAMB ATTACHMENT (C-90 BLOCK OR (10 SCREWS PER LITE) END MOLDED INSIDE I 2 P51 MIN. CONCRETE COLUMN : LITE RETAINER STILE 3 8 Y{' SLEEVE ANCHORS ON 24'CENTERS (BOTH OUTER. C-90 BLOCK OR 2,000 PSI MIN. CONCRETE) OR SNAP LATCH ENGAGES STBE 1/4• x4' TAPCON SCREWS ON 24• CENTERS (2.000 ONTO VERTICAL TRACK. PSI MIN. CONCRETE). WASHERS INCLUDED WITH ONE SNAP LATCH ON SLEEVE ANCHORS, 1' 0.0. MIN. WASHERS REOUIRED EACH SIDE OF DOOR. WITH TAPCONS. ANCHORS MAY BE COUNTERSUNK INTER. STILE BUT NOT REWIRED) TO PROVIDE A FLUSH OUTSIDE MOUNTING SURFACE HORIZONTAL JAMBS 00 NOT HANDLE TRANSFER LOAD. OUTSIDE KEYED HANDLE L 18 Gl GALV. STEEL CENTER HINGE ENO STILE LOCK BAR ENGAGES IN TRACT( ON EACH SIDE OF DOOR. FASTENED TO INTER. STILES W 41 14x5/8• SHEET METAL SCR I OUTSIDE KEYED LOCI( LOCK BAR LOCKING 2• A.CALV. GASTEELTRACK FASTENED TO 12 CACALV. STEEL TRACK BRACKETS. TRACK ATTACHED TO EACH BRACKET 14 GEL DGALV,TO STEELROLLER MINCES FASTENED TOENOSTILESEACHW/(4) 14x5 8" SHEET METAL SCREWS ANb INSIDE HANDLE DESIGN LOADS: + 25.0 P.S.F. h -32.0 P.S.F. WITH ONE 1/4"x5/8• BOLT & NUT 4) I//4"xJ/{" SELF TAPPING SCREWS PER END HINGE WiSTDE KEYED LOCK TEST LOADS: +37.5 P.S.F. & -48.0 P.S.F. OR TWO 1 /4- OIA RIVETS. qyo LATCH LOCK OPTION PREPARATION OF JAMBS BY OTHERS 2" DIA. SHORT STEM, 10 BALL STEEL ROLLER. rR,xx: vx • a® va a+.= PART NO.: - A JAMB CONFIGURATION mPa.nr tAaxaa StntW pO,v.Ia. 312 kind SL $A@ 16W TOLERANCES s. GR IaO ON 45202 IDEAL SECTIONC- C r ms w +. ar ..y r ai.e.« a ea epw.a Id In 1-513-391-3519 0 3:.03 our aov aaml[. Fm 1h. I-S13-7a2-S19 NOTE 2: THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE NARK WESTERFIELD. P.E. WITH CURRENTBUILDINGCODESFORTHECmm.we rr. r ae .m . w n.w r wl'.d' O1g DESCRIPTION: MODEL 6RST W4 9-0 x 8-0: +25/-32 DESIGN LOAD 000 t. 013 0000 t. 001 DRAWN BY: BMN DATE: 4/18/00 SCALE: NTS D1gG. MIS DRAWING. LOADS LISTED ON FLORIDA P.E. /48495 OTUrd egrmCHECKED BY: NWW DATE: 4/1e/00 SHEET 1 OF I SiZE NORTH CAROLINA P.E. 123832 l P. Imti on 0aK1.90n5 ARE w .Z. DWG. NO.: 102137 REV. NO. t 4 3 TVRfl a aav-r 1 1-4%3114T14 — offiAgdmIc ILVUJ- ja Y a5 7JS:J 1v: L)JV.