The URL can be used to link to this page

204 Clydesdale Cir - BR03-002023 - SFRPERMIT ADDRESS CONTRACTOR ADDRESS D R Horton 6250 Hazeltine Nat'l Dr #102 Orlando, FL 32822 407)857-9101 PHONE NUMBER CBC 055300 PROPERTY OWNER S UPTT7Wsl PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR \ ' MISCELLANEOUS CONTRACTOR FEE MISCELLANEOUS CONTRACTOR PERMIT - , AMBER FEE SUBDIVISION Zt ztm . I PERMIT # O3'`')tO3 DATE - PERMIT DESCRIPTION ft 45 49 bs4% PERMIT VALUATION SQUARE FOOTAGE 04fZ ty t7 En cn CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 204 CLYDESDALE CIR for which permit 03-00002023 has heretofore been issued on 6/06/03 has been completed according to plans and specifications filed in the office of the Buildin Official or to the issuance of said building permit, to wit as ; complies with all the building, plumbing, electri 1, zoni and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No DATE APPROVAL BUILDING: Finaled ZONING: Inspected UTILITIES: FIRE: Inspected Water I Sewer Lines In <,'I 0 (1' Lines In Meter j' Sewer Set Tap Reclaimed Water ENGINEERING: Street Drainage Paved Maintenance Bond PUBLIC WORKS: Street Name Street Signs Lights Storm Sewer Driveway Street Work DESCRIPTION WATER -SEWER IMPACT FEES 01-APPLCTN FEE -ELECTRIC 01-APPLCTN FEE -ELECTRIC 01-APPLCTN FEE -BUILDING 01-APPLCTN FEE -MECHANIC 01-APPLCTN FEE -PLUMBING 02-ENGNG DEVLPMT FEES 01-FIRE IMPACT - RESIDENT 01-LIBRARY IMPACT FEE FEES PAID DATE APPROVAL DATE AMOUNT 6 23 03 7/15/03 6/09/03 6/30/03 6/13/03 6/09/03 6/09/03 6/09/03 20.00 20.00 10.00 10.00 10.00 10.00 59.27 54.00 CERTIFICATE OF OCCUPANCY / COMPLETION PAGE: 2 This is to certify that the building located at 204 CLYDESDALE CIR for which permit 03-00002023 has heretofore been issued on 6/06/03 has been completed according to plans and specifications filed in the office of the Building Official prior to the issuance of said building permit, to wit as complies with all the building, plumbing, electrical, zoning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No 01-OPEN SPACE 01-POLICE IMPACT - RESID 01-RADON GAS TAX FEE 01-ROAD IMPACT FEES 01-RECOVERY FD/CERT. PGM. 01-SCHOOL IMPACT FEE WD IMPACT:SINGLE FAMILY SD IMPACT:SINGLE FAMILY 6/09/03 279.61 6/09/03 91.93 6/09/03 12.27 6/09/03 847.00 6/09/03 12.28 6/09/03 1384.00 6/09/03 650.00 6/09/03 1700.00 e- 41wk, OWNEZ BUrLDING OFFICIAL / DNrE CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** DATE: — -CZ PERMIT #: 03 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. ae- S zV03 ngineering' Public Works Utilities li Sw r O Fire (1 I A OZoning L 1 , O Licensing 1n i A - CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCATE. OF OCCUPANCY REQUEST FOR FINAL INSPECTION g, V SINGLE FAMILY RESIDENCE"" DATE: PERMIT #: O ' O ADDRESS: CONTRACTOR: \ l AQ) (- 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. OEngineering Fire n I At. p ublic Works ! I mma, OZoning LI P DUtilities OLicensing A I by CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) 11 CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** DATE: PERMIT #: O 3 ADDRESS: 190 C.r CONTRACTOR: l Q)Aor-' PHONE #: The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering 0 Fire c I A, Public orks 0Zoning tilities 3/V/ 100Licensing ( - CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires December 31, 200: ELEVATION CERTIFICATE Important: Read the instructions on pages 1- 7. SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use BUILDING OWNER'S NAME Policy Number D.R. HORTON BUILDING STREET ADDRESS Qncuding Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 204 CLYDESDALE CIRCLE CITY STATE ZIP CODE SANFORD FL 32773 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 8, BAKERS CROSSING, PHASE 1 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDEILONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: El GPS (Type): W' or ##.#####°) 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 B3. STATE SEMINOLE COUNTY 120289 SEMINOLE FLORIDA B4. MAP AND PANEL B7. FIRM PANEL 69. BASEFLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVEIREASED DATE B8. FLOOD ZONE(S) Lone A0, use depth of ko ft) 1202890135 E 4117195 411A95 X 24.6 BID. Indicate the source of the Base Flood Elevation (BFE) data or baseflood depth entered in B9. FIS Profile FIRM Community Determined ® Other (Describe): NEAL HILER ENGINEERING, INC. B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 NAVD 1988 Other (Describe): B12. Is the building located ina Coastal Barrier Resources System (CBRS) area orOtherwise Protected Area (OPA)? Yes ® No Designation Date_ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Construction Drawings' Building Undo Construction' ®Finished Construction A new Elevation Certificate will be required when construction of the building is oomptete. 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, ARIAS, ARIA1-A30, AR/AH, ARIAO Complete Items C3.-a4 below according to the building diagram specified in Item C2. Statethedatum used. If thedatum is different from the datum used forthe 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 0 or Section G, as appropriate, to document the datum conversion. Datum Conversion/Comments Elevation reference mark used _Does the elevation reference mark used appear onthe FIRM? Yes ®No o a) Top of bottom floor (including basement or enclosure) o b) Top of next higher floor o c) Bottom oflowest horizontal structural member (V zones only) o d) Attached garage (top of slab) u e) Lowest elevation of machinery and/or equipment servicing the building (Describe in a Comments area) o f) Lowest adjacent (finished) grade (LAG) 38. 0 t(m) NIA. fL(m) N/A. fi(m) 37. 5 f4m) 37.81110) 35.2 ft.(m) o g) Highest adjacent (finished) grade (HAG) 39. 4 fL(m) o h) No. ofpermanent openings (flood vents) within 1 it above adjacent grade 0 o ) Total area of all permanent openings (flood vents) in C3.h 0 sq. in. (sq. an) 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. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U. S. Code, Section 1001, CERTIFIERS NAME: WILLIAM R. MUSCATELLO, JR LICENSE NUMBER: 4928 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZJP CODE 320 E. SOUTV SEEWNE.1 ORLANDO FL 32803 SIGNATUREJ jjV I DATE TELEPHONE 8118iO3 ( 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 infdm don from Section A- For lnsummeCompany use: OUILDING EET ADDRESS (Indudumg Apt, Unit, Suite, arKVor Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number 204 CLYDESDALE CIRCLE CITY STATE ZIP CODE I Company NAIC Number ISANFORDFL SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides ofthis Elevation Certificate for (1) community official, (2) insurance agenUcompany, 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 (WrTHOUT BFE) For Zone AO and Zone A (without BFE), complete Item Et through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. E1. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. Ifno diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) ofthe building is _ fL(m) _in.(c m) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (see page 4 the next higher floor or elevated floor (elevation b) of the building is _ f .(m) _in.(crm) above the highest adjacent grade. Complete item C3.h and C3.i on front of form. E4. The top of the platform of machinery and/orequipment servicing the building is _ fL(m) _in.(crn) above or below (check one) the highest adjacent grade. (Use natural grade, ff available). E5. For Zone AO only: If no flood depth number is available, is the top ofthe bottom floor elevated inaccordance with the communlys floodplain management ordnance? 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 (Item C3.h and C3.1 only), and E for Zone A (without a FEMA-lssued or communily- issued BFE) or Zone AO mustsign here. The statements in Sections A a G andEarecorrecttothe best ofmy knoWedge. PROPERTY OWNER'S OR OWNERS AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS Check here ifattachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official whois authorized by law orordinance to administerthe communitys 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 andembossed bya licensed surveyor, engineer, orarchitectwho is authorized by state orlocal lawtocertify elevation information. (Indicate the source and dateofthe elevation data in the Comments area below.) G2. [:)A Community official completed Section E for a building located in Zone A (without a FEMA4ssued orcommunitymissued BFE) or Zone AO. G3. The following information (Item G4-G9) is provided for community flocdplain management purposes. G4. PERMIT NUMBER G5. DATE PERMIT ISSUED —7G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED G7. This permit has been issued for. New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: — _ft(m) Datum: G9. BFE or (n Zone AO) depth of flooding at the building site is: _ ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions 1"=30' GRAPHIC SCALE 0 15 30 PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 8, BAKERS CROSSING PHASE 1, AS RECORDED IN PLAT BOOK 60, PAGES 27-29, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA O 0=24'55'57" R=75.00' L=32.64' CB=S28'06'22"E C=32.38' LOT 7 I 6 W000 FENCE 157.76' os oris S89'34'30"E o N NOTE: 0 Ld THE FINISHED FLOOR ELEVATION OF THIS STRUCTURE MEETS OR EXCEEDS THE Q a N THE REQUIREMENTS SET FORTH IN THE jL in CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). a Dp o NOTE: oa O LOT 8 z Z 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. 2. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND ON 08-15-03. UNLESS OTHERWISE FENCE Is $} SHOWN. 0.5' ON 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS. RIGHT OF FND 4:4 CONCRETE MONUMENT LB 168 (08/15/03) N89'35 1 $ W WAY, RESTRICTIONS OF RECORD WHICH MAY 100.00' AFFECT THE TITLE OR USE OF THE LAND. CERTIFIED TO AND FOR THE4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN EXCLUSIVE USE OF: LOCATED EXCEPT AS SHOWN. D.R.H. TITLE COMPANY OF FLORIDA INC. 5. NOT VALID WITHOUT THE SIGNATURE AND THE FIDELITY NATIONAL TITLE INSURANCE COMPANY OF PENNSYLVANIA ORIGINAL RAISED SEAL OF A FLORIDA LICENSED DANIEL T. SMITH AND ISSA M. SMITH SURVEYOR AND MAPPER. CH MORTGAGE COMPANY, I , LTD. A/C PAD L:j 60.0- o ONE STORY COVERED _ CONCRETE BLOCK ENTRY 40 o RESIDENCE .3 c FINISH FLOOR ELEVATION=38.03 60.0' f FENCE IS 0.5' ON 6' WOOD NOT PLATTED PER THIS PLAT 5 PT F c \ N4 \ 01 / o F 90 O 1\ N89'34'30 109.66' LEGEND A, s1- 'd! .00.'m. a 4 O f' POINT ON 1 PLAT BOUNDARY F5/5"IRON ROD AND CAP I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL HEREBY CERTIFY, THAT THIS BOUNDARY BUILDING SETBACK LINE LB #68 (08/15/03)ND NO 120289 Ot35 E DATED 4/17/95 AND FOUND SURVEY, SUBJECT TO CENTERLINE Q FND NAIL AND DISC THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X. THE SURVEYOR'S NOTES RIGHT OF WAY LINE LB #4671 (08/15/03) AREA OUTSIDE 100 YEAR FLOOD. CONTAINED HEREON MEETS THE APPLICABLE MINIMUM EXISTING ELEVATION O FND 1/2" IRON ROD ELEVATIONSSHOWNHEREONAREBASEDONSEMINOLECOUNTYTECHNICALSTANDARDS" SET FORTH NO ID. (0 /15/03) VERTICAL VERTICAL CONTROL AS FURNISHED. THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 1G17- 6, FLORIDA ADMINISTRATIVE CODE O CONCRETE CNA CORNER NOT ACCESSIBLE In, DENOTES DELTA ANGLE LBLANDSURVEYINGBUSINESSL DENOTES ARC LENGTH LSBEARINGSSHOWNHEREONAREBASEDONTHE NORTHERLY LINE OF LOT 8 AS PURSUANT TO CHAPTER 472.027. FLORIDA LAND SURVEYOR C.9. DENOTES CHORD BEARING PRMC. BEING N 89'34'30" W PER PLAT. TAT TF PERMANENT REFERENCE MONUMENT PC DENOTES POINT OF CURVATURE PCPPERMANENTCONTROLPOINTPIDENOTESPOINTOFINTERSECTIONP) PEP PLAT 7FIELDDATE:) 8-15-03 I-/(r/) PRC DENOTES POINT OF REVERSE CURVATURE M) SCALE: 1 = 30 FEET REVISED: VV [. v 3 MEASURED PT DENOTES POINT OF TANGENCY FNDFOUNDTYPTYPICALC/ W CONCRETE WALK SIDEWALK A/C AIR CONDITIONER APPROVED BY: WRM CPW CONCRETE PAD CBW CONCRETE BLOCK WALL AMERICAN SURVEYING & MAPPING CS CONCRETE SLAB RP RADIUS POINT FOUNDATION/ FINAL FOR C CHORD LENGTH OHU OVERHEAD UTILITY LINE CERTIFICATION OF AUTHORIZATION NUMBER LB®6393 JOBNO. ASM32922 8-15-03 CKB THE PK PARKER KALON ID IDENTIFICATION PLOT PLAN 05/09/03 S00 DRAWN BY: 320 EAST SOUTH STREET, SUITE 180 ORLANDO, FLORIDA FIR R RADIUS POL POINT ON LINE POC POINT OF CURVE PCC POINT OF COMPOUND CURVE IAL PLOT PLAN 4-30-03 3M WILLIAM R. SCATELLO JR. PSM 928 OA 32801 (407) 426-7979 L—L4— I `J`J• tb 4 : b / F M r 1 <UM CITYOF SANFORD ELECTRICAL. PERMIT APPLICATION Permit Number: •(J'&3 Date: / 4 The undersidned hereby applies for a permit to ipstall the following electrical: Owner' s,Name: Address of Job: / 71 // ElectricalContractor: b» { lr iAl e-z-A/-c Residential: Non -Residential: Number Amount Addition Alteration. Repair Residential & Non -Residential New Residential: AMP Service New Commercial: • ,b_ 4 AMP Service Change of Service: From AMP Service to AMP Service Manufactured Building Other: Descri tlon ofWork:' Application Fee: 10.00 TOTAL DUE:-, so, By Signing this application I am stating that I am in compliance with City of Sanford Electrical Code, Applicant- s Ignature State License Number n CITY OF SANFORD PERMIT APPLICATION Permit #: 03 — foZ3 Job Address: 2bL1 C Description of Work: Historic District: Date: Zoning: Value of Work: 5 q 3S0 Permit Type: Building Electrical Mechanical Plumbing X Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole / Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets C- Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Construction Type: # of Stories: # of Dwelling Units: Parcel #: Owners Name & Address: D-R' q° +o%,% Total Square Footage: Flood Zone: (FEMA form required for other than X) Attach Proof of Ownership & Legal Description) ADVANTAGE pwM G, tat.. Phone: Contractor, Name & Address: P•O OX 620027 EQV F 32762-0027 " Cr - S- -tv j4A786q99>z riStAateLiNumber:Number: Phone & Fax: Contact Person: !_ `I, y Phone: C1 Bonding Company: Address: Mortgage Lender: Address: 1 Architect/Engineer: Address: Phone: Fax: Application is -hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all 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 ofpermit is verification that I will notify the owner of the property of the requireme 's f FI t Law, FS 713. Signature of Owner/Agent Date SiLtnalure o-fCCoontractor/Agent Date Print Owner/Agent's Name Print Contractor/Agent's Name J- / --- ( Cd Zlo3 Signature of Notary -State of Florida Date Signature of Notary -State of Florid MARTHA Y. HALL MY COMMISSION # CC 875840 EXPIRES: February 1, 2004 Owner/Agent is _ Personally Known to Me or Contractor/Agent isPersonallalitiVIRLA dTh"'Notary 1Cun"m8rs Produced ID _ Produced ID APPLICATION APPROVED BY: Bldg: Initial & Date) Special Conditions: Zoning: Utilities: FD: Initial & Date) ( Initial & Date) (Initial & Date) Ilost lltlryngot it eel nfit napt tolet iaoil meoil 0IaFill gal Igoal THIS 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 MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 04654 PG 1319 CLER : •S # 2003096369 RECORDED 06/06/2003 1119507 AM RECORDING FEES 6.00 RECORDED BY L McKinley 2Oq C(ydP-t dale, The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following informationisprovidedintheNoticeofCommencement. 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 Owner( s): D.R. Horton, Inc., a Delaware Corporation Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Owner's interest in site of the improvements: Fee Simple Fee Simple Title Holder (if other than Owner): Name: Phone #: Address: Fax #: Contractor: D.R. Horton, Inc. Phone #: Fax #: Address: 6250 Hazeltine National 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 desi8nated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(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 Section713.13(1)(b), Florida Statutes: Name: Address: Expiration date of Notice of Commencement: ( the expiration date is one (I ) year from the date of recording unless a different date is specified): D.R. Horton 0by: o ert A. Lawsonl s tant Secretary Corporate Seal) STATE OF FLORIDA COUNTY OF ORANGETheforegoing instrument was acknowledged before me this D day of \Akpp ,2003 byy Robert A. Lawson Assistant Secretary of D.R. Horton, Inc., a a e ware Corporation, on e a t oecorporahon. He/She is personally knownto me. NotaryPublic, State and County Aforesaid M WFICIALNOTARYSEAL PATRICIA COULTON NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DD134330 MY COMMISSIOt-1 F.Y. P. IULY 26, 2006 Notary Seal CER11FIEUCUFFMARYANNE MORSt:. BLERK OF CIRCUIT CCURT QU TY, FLORIDA t U Y Cl RV UN 0 6 2003 J}UXTY UF (AL11I|401 [ IMPACT FEE STAY[MENT ISEULD BY CITY OF SANFORl) STATENENT KUM2ER 103-75503 DATE: ........... DiDL)>INT PERMIT H|jMB*-'R: CITY) 6OUN7Y NUMBER: __________ CNXT ADDRESS : __~'i(_|V[,\[ /\/ ..................................... TRArFlC }DXn JURISDICTIO]: 311C: TwP: RN8: PARCEL: SU[DlVISIOX: TRACT: PLAT PCOK: PLAT BOOK PAGE: BL C: LOT: r---------------------------r-----'-------------'---'' APPLICANT E: ---------------------------------------------------------- ADDRESS: ______________________________----_-----_------------------'------- LhND USE CATEGORY: 001 - Single Family Detached House TYPE UAL: Re"identia). Single Family House: Detached - Construction I BENEFIT RATE FEE UAIT RATE PER 0 & TYPE TOTAL DUC ' TYPE DIST SCPEDULE DESC. UNIT OF UNITS DOA0S hKTERIAUC CO -WIDE O dwl unit S 705.00 1 $ 705.00 R8A)X3 COLL[CTORS NORTH O dwl unit $ 112.00 1 $ 142.00 LIBRARY CO -WIDE O dwl unit $ 54.00 1 A 54.00 UC1100I.S CO -WIDE U dwl unit $1,38q.00 1 $ 1,384.0"N AMOUNT DUE 1 2,285.0() 1TAT[M[I'>7 ' k[CFIVEU DY:.j//_"/'__ SIGUATURE: _______....... I!-................ DAT[: KOTE TO RECEIVING SIGWATCRY/APPLICANT: FAILURE TO NOTIFY pWNFR A 0 XSUk[ TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. 0*01:* DISTRIBUTION: 1-C[UATY 3-CITY 2'AnPLICAqT 4-COUNTY ANWT[11:4 L SOXS A Z ADVISED THAT THIS IS A STATEMENT OF FEES WHICH ARE DUE AND PAYABLE PRIOR TO ISSUANCE OF A BUILDIKG PERMIT. imOw ARE ALSO ADVISED THAT AMY RIGHTS OF THE APPLICANT, OR OWXER, TO APPEAL THE CALCULATIONS OF TKE ROAD, LIBRARY SYSTEM AND10X DUnATIONAL (SCHM]L) IMPACT FEES MUST BE EXERCISED BY FILING A W3I77EN RECCEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SlGNfITURE: DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR CCCUPAKCY. TEE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF T|<[ CL)]X7f LAND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING A"PEALC AY PE PICKED LP, OR RECLES7ED, FROM THE PLAN IVFLE1EMTAT10H O<-FIC[: 1101 [AST FYRST STREET, SANFOOD, FLORIDA 32771; (407) 665-7474. PAYrFHD' EECCLD RE MADE TO: CITY OF SANF(]RD BUILDING DL|`AkTMENT 300 H[RT>| Po;'i'K PAYVINT S[CULD BE BY CHECK OR MONEY ORDER, aND SHOULD REFFP[KC[ T1|[ 3TAT[K 7r[ NUMBER AMD CITY BUILDIN8 PERMIT NUMBER AT THE TO' 020THIG STATEMENT lS VALID ONLY IN CONJUXITION WITH ISSUANCE 07 AT|".t FAMILY BUILDING CITY OF SANFORD PERMIT APPLICATION Permit # : 0 3 — 690 a Job Address: 204- 0-1 s- Description of Work: Historic District: Date: Zoning: Value of Work: $ 85 a Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool f Electrical: New Service - # of AMPS Add ition/A Iteration Change of Service Tempot'ary 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 . Commercial Industrial Total Square Footage: ZZZ t ` t 9L'I' Construction Type: # of Stories: I # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: 1 4 ( Attach Proof of Ownership & Legal Description) Owners Name & Address: n.1P . lAoxz t -T-t 625p k ffitd_ t z inn \ . SIR # 102 aLpxl c L, 3'Zi32Z Phone: 4U ` 5 9koI Contractor Name & Address: o V iulc :R . State License Number: (11CJ._z5s Phone &Fax: ACgie6l-1kC)N —AEn IEOI q2aontactPerson: t't-C L i- ) Phone4 ao Bonding Company: fl _. Address: Mortgage Lender: Address: Architect/Engineer: Phone:. 2i - Address'Aal t) ItJAZCF, } Fax: ACT4I =T-q4 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. ONTICS: 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, angrewner/A19A be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance ofrifrcatio that I will notify the owner of the property of the requirements of rid Lien Law, FS 7 SigDate __Signature•okContractor/Agent) Date Print 0"/Aaent's Nafne -1. / \ Print v PATRICIA Gam" `' `- FLORIDA 34330 NCn'ARY oN NO- D_CSTATE —" no Cs: or Date APPLICATION APPROVED BY: Bldg: r 'Zoning: In ial & Date) Special Conditions: 5- Signaare of Notary-State fi l6rida` Date OFFICIAL NOTARY SEAL PATRICIA COULTON Contractornal jnp Prod ed IDC ISSION O. D1 MY Initial & Date) Unities: FD: Initial & Date) ( Initial & Date) CITY OF"SANFORD P.O. Box 2847 SANFORD, FL 32772 PHONE 11 (407) 330-5630 APPLICATION FOR UTILITY SERVICE FAX 11 (407) 328-7367 ACCOUNT (1 U L L NAME) 4 zn. Tyr sERVICH' ADDRESs_ 20+ eAyos 1E Ce_ . MAILING ADDRESS(o25O }-a 1`}' Dom, LIP_ TURN ON DATE SINGLE FAMILY RESIDENCE MULTI -FAMILY RESIDENCE COMMERCIAL be-V4 A La an Coin LlC.I = Rc k) C— rl WORKi,'4D-+ 5E -c 'i Ol SOCIAL SECURITY# HOME# OWNER OF PROPERTY-D.Z. 4or L- r a-nc L 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. WHEN TRANSFERRING ALL OUTSTANDING CH Y DEPOSIT TO ANOTHER SERVICE ADDRESS. ZGES. I AM ALSO RESPONSIBLE -FOR MAKING SURE THAT IN THE HOME BEFORE THE SERVICE IS ESTABLISH FOR DAMAGES CAUSED BY WATER FAUCETS OR C I UNDERSTAN T T NO 1-PAYMENT OF MY ACC01 AUCETS ARE HE CITY IS N( UST PAY 2101 WILL STOP SERVICE SIGNED-, DATEY DO NOT WRITE BELOW THIS LINE DEPOSIT AMOUNT $' APPLICATION FEE $ OTHER FEES $ TOTAL $ CUSTOMER# LOCATION# LAST BILL READ THIS READ CSR 0A*rE_ CD I hearby name and a Limited Power Of Attorney nt: Craig Coulton and a-fl r 46+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.-tu Q r For a residential permit for work to be performed at: Lot # : 3 Subdivision : V)ake,,s Cross" V.q Address: 204 And to sign my name and do all things that are necessary to this appointment. Richard B. Ladd CBC055300 Contractor State Registration Number Signature of Contractor This foregoing instr a .was acknowledged before me this: Date: 0" Q3 By: Richard B. Ladd ( Contractor ) Who is personalI kno n to me. FN0rrARY CIAL N01 A It' r TRICIA COULTON UBLIC STATE OF FLORIDA State of FloridaMISSION NO. DD134330 CountyOrange(2o MISSIONExP. ULY26,2006 Notal Public Sigh` kt re `f Notary Seal D. R. HORTON HOMES SFR PERMIT PACKAGE CITY OF SANFORD CHECK LIST LOT # SUBDIVISION: BAKERS CROSSING ADDRESS V z6, 73UILDIIN C,L/ST G APPLICATION POWER OF ATTORNEY 2 SETS OF SEALED PLANS' 2 PLOT PLANS jqo:-E L 3 SETS OF ENERGY CALCS MANUAL 1/DUCT LAYOUT ATTACHED TO THE PLANS 2 SETS OF SEALED TRUSS PROFILES AND LAYOUTS ATTACHED TO THE PLANS V UTILITY FORM NOTICE OF COMMENCEMENT APPEx CONTRACT DriU6ceJle,r Rrm J 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: er sizes for all bearing walls. Provide side view details R. Foundation plan indicating foot 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), landings, decks and stairs. Bathroom fixtures and distances from walls are to be shown. R Note the State of Florid. 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. Bearingnon -bearing Inter and exterior. Show all components of wall section. C. Framing plan for floor joists where conventionally framed. Plan toIndicatespan, size and species of materials to be used. f, Engineered truss plan with details of bracing. Engineered beams for spacing openings to carry and support trusses. g. Stair details with tread and riser dimensions, stringer size, methods of attachment, placement of handrails and guardrails. h. Square footage table showing footages: S.F. Garages/Carports S.F. Porch(s)/Entry(s) S.F. Patio(s) Conditioned structure r f(• S.F. Total (Gross Area) `' 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. S. Other submittal Documents: a. Utility letter or approval when public water supply and/or sewer system connection to be made. b. Septic tank permit to be obtained from Seminole County Health Department at: 400 W. Airport Blvd,Sanford, FI (407) 665-3600. c. Arbor permit when trees to be removed from property. Contact theCityEngineerfordetailsregardingthearborordinanceandpermit. 6. Application to be completed thoroughly and signatures provided by a licensed and Insured contractor. OWNEWBUILDER MUST APPEAR IN PERSONS TO SIGN APPLICATION AS PER FLORIDA STATE STATUTE 489. Subcontractor license numbers must be included on the application. If electrical, mechanical or plumbing permits have not been issued, inspections will not be scheduled or made and subcontractors will be subject to penalty under the City Ordinances. REQUIRED INSPECTIONS DURING AND UPON COMPLETION OF CONSTRUCTION 1. Footer 2. Underground, electrical, mechanicnl and plumbing 3. Foundation elevation survey 4. Slab 5. Lintel- tie beams - columns- cells 6. Rough electrical 7. Rough mechanical 8. Rough plumbing 9. Tub Set 10. Framing 11. Tenant Separation / firewall 12. Insulation, wails and/or ceilings 13. Electrical final, mechanical final and plumbing final 14. Building final 15. Other DATE SIGNATURE By Owner or Authorized Agent) EAP X _ P SST C 02NTRQ L_ Sentricon* Colony Elimination System Pretreatment Plan Agreement Date of Install : Contract Number PUCHASERS NAME AND ADDRESS Name .•L Address r \ c Y, `flZ City/State/Zip aLL1ZCD, 1 37 ZZ Phone & Email V. U erg L . ...r,:. , 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: _ , t\', I` I `_ SPECIAL OR ADDITIONAL COMMENTS NOTIFICATION STICKER LOCATED:a%QMC) DAMAGE REPAIR WARRANTY From the date of installation of the Sentricon* Colony Elimination System, Apex will warrant the structure(s) against subterranean termite damage. If subterranean termite damage occurs to the described property during the warranty period, Apex will, upon notification and Inspection, arrange for the necessary repairs and paythecostoflaborandmaterialsnottoexceedS1,000,000. Apex may chemically treat the affected area of the property at noadditionalcosttotheCustomer. THE UNDERSIGNED CONSENTS TO AND AUTHORIZES THE WORK CONTEMPLATED HEREIN, AND FURTHER AGREES THAT THE TERMS AND CONDITIONS STATED ON EITHER SIDE OF THE AGREEMENT SHALL GOVERN 'PHE RELATIONSHIP OF THE PARTIES. Apex Representative Signature Date `Cu`stomer or Agent Signature Date Apex Pest Control Inc., (Apex) will, in substantial compliance with all federal, state, and local laws, rules, and regulations, andallapplicablerecommendationscontainedinliteratureprovidedbyDowElanco: 1. install Sentricon* stations (the Stations) in the soil around the outside perimeter of the structure(s). 2. monitor those Stations for twelve months from the date hereof; 3. during those years, add Recruit* termite bait and remove It from the Stations as appropriate; and4. during those years, Inform the Customer of: a, any new or increased termite activity noted at the Stations b. any addition or. removal of Recruit* of Recruit* termite bait; and C. any observed effect of the Sentricon* Colony Elimination System (Sentricon) on termite activity. The Company will extend this Service Commitment following the original twelve month obligation. The SentriconPretreatmentPlanmaymaintainedfortheLIFETIMEoftheidentifiedpropertysubjecttothetermsandconditionsofthisagreementfor' -, --- :r per 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, tiVHETHER EXPRESS OR IMPLIED; INCLUDING STATUTORY WARRANTIES, AND SPECIFICALLY DISCLAIMS ANY IMPLIED WARRAINTES OFMERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE, OR WARRANTY OF WO IKE SERVICE. FURTHER, COMPANY HAS MADE NO AFFIRMATION OF FACT OR PROMISE RELATING TO TTHHELPRODUCT ORSERVICEPROVIDEDHEREUNDERTHATHASCREATEDORAMOUNTEDTOANEXPRESSWARRANTYCustomerexpresslywaivesandreleasesanyclaimsinanylawsuit, arbitration or other legal proceeding against Apex fornegligence, torts, personal Injury, death, violation of any statute, rule, or regulation, loss of use, diminution of value, economic, compensatory, incidental, consequential, exemplary, punitive, liquidated, treble, or special damages If any kind, and in no. event shall Apex be liable for any amount greater that amount paid by the Customer to Apex for the service to be performed. SENSITIVITY/PHYSICAL FACTORS: Customer understands and agrees that (1)it Is the responsibility of all family members, visitors, guests, and/or other temporary or permanent occupants to consult a physician If necessary regarding any affects the Property 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. i. DOWELANCO OWNERSHIP OF SENTRICON" SYSTEM COMPONENTS: The Customer understands that: All componentsoftheSentrlcon "System (Components) are and will remain to property of DowElanco. The Customer has no rights to any of theComponents, and the Purchaser may not alter, remove, or modify the components in any way, other than the right to their use as Installed by Apex on the Customer's premises under this agreement. 2. On expiration or termination of this Agreement, Apex and DowElanco or its representative are authorized by the Customer toretrievefromtheCustomer's premises the Stations and other Components contained therein for appropriate disposition. 3. If Apex, for whatever reason, ceases to represent or to be authorized to represent, the Sentrlcon" System a. Apex will: (1)so notify the Customer; (2)offer Customer the alternatives of either using a different form of termite prbtectlonordiscontinuingtherelationshlp(note: Conventional "liquid barrier" method of termite control may not offer an effectivemeansofcontrollingcertaintermiteInfestationsofcertainstructures. In such event Apex may not be able to offer n different form of termite protection, and therefore may have to discontinue the relationship.); (3)lf the Customer and Apex (Parties) agree on use of it 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;. (S)retrieve, or advise DowElanco or Its representatives where to retrieve, the Components from the Customer's premises; and b. the Customer will; (I)grant Apex and DowElanco or Its representative reasonable access to the premises for the retrieval oftheComponents; and; (2)elther agree with Apex on the use of a different form of termite control or elect to discontinue this relationship. ADDITIONS AND/OR ALTERATIONS This Agreement covers the Structure(s) identified herein as of the date of the Initial Installation. Prior to; (1)the Structure(s) being structurally modified, altered, or otherwise changed or; (2) to any termlticlde being applied on or close to the location of any Station, or; (3) soil Is removed or added around the foundation, or; (4) any tampering of baiting equipment or suppliesoccurs, the Customer will Immediately notify Apex In writing. Failure to notify Apex in writing of the events listed above may void this Agreement. Additional services because of any alteration, addition, or other such event, may be provided by Apex at the Customers expense, and may require and adjustment in the annual fee. DAMAGE RELATED TO SERVICE Apex will exercise due care while performing any work hereunder in avoidance of damaging any part of the Customer's property, plants, or animals. Under no circumstances or conditions shall Apex be responsible for damage caused at the. time the work Is performed except those damages resulting from gross negligence on the part of Apex. PAYMENT/DEFAULT. All payments due pursuant to this Agreement shall be made at the Apex Corporate Headquarters located In Merritt Island, Brevard County, Florida. In the event of failure to make payment when due, or any other default by Customer (1) Apex may without notice, terminate this Agreement and pursue all other available remedies, which shall be cumulative, and (2) Interest shall accrue at the highest rate allowed by law during the period of any delinquency, and (3) Customer agrees to pay all costs and attorneys fees Incurred by Apex, whether or not suit Is brought. VENUE/SEVERABILITY. Venue for any and all legal proceedings shall be in Brevard County, Florida. If any part of this Agreement Is held to be invalid or unenforceable for any reason, the remaining terms and conditions of this Agreement shall remain In full force and effect. CHANGE IN LAW. In the event of a change In applicable law as it pertains to the services promised herein, Apex reserved the right. to revise the annual extension charge or terminate this Agreement. DISCLAIMER/CONDUCIVE CONDITIONS Apex's liability under this Agreement will be terminated if Apex is prevented from fulfilling Its responsibilities under the terms of this Agreement by any reason of delays in transportation, shortages of fuel/or materials, stNkes, embargoes, fires, floods, hurricanes, storms, quarantine restrictions, or any other act of God or circumstances beyond the control of Apex. Apex disclaims any liability for special, Incidental, or consequential damages. This Agreement does not cover and Apex will not be responsible for; (1)termite damage resulting from water leakage; (2)termite damage resulting from masonry failure or grade alterations; 3)termite damage resulting from direct wood to soil contact; (4)furniture and contents; (5)areas of existing damage unless areas have been repaired by Customer's evidence of receipts. ARBITRATION. Not withstanding any provision contained herein regarding litigation, In the event of any dispute arising hereunder, Customer agrees to submit the dispute to the least expensive procedure of arbitration in accordance with the rules and procedures fot 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 wil be final and conclusive, and binding on both parties. Customer agrees that any such arbitration shall be conducted on an Individual basis and not a class wide basis. Apex shall recover all fees, costs, and attorneys fees associated with the arbitration proceeding. ENTIRE AGREEEMENT. The service Agreement signed at the time of purchase constitutes the entire Agreement between the parties an( no other representations of statements will be binding on the parties. REFUNDS. Apex at any time on or after 36 (thirty-six) months from the initial date of Installation, terminate this Agreement and b relieved of any liability hereunder If Apex determines, In its sole discretion, that it Is unable to prevent or stop further damage to Propert from subterranean termite activity. Partial refunds may be made under the discretion of Apex Pest Control Inc. NOTICE OF CLAIMS, ACCESS TO PROPERTY. Any claims under the terms of this Agreement must be made immediately In writing tTheApexCorporateOffice. Apex is only obligated to perform under this Agreement if the Customer allows Apex access to the identifie Property for any purpose contemplated by this Agreement, including but not limited to re -Inspection, whether the Inspection was requests by the Customer or considered necessary by Apex. LIMITED ASSIGNABILITY. This Agreement Is assignable by Customer for a period of I (one) year from Its effective date. After thInitial12 (twelve) month period, Customer may transfer or assign this Agreement with a transfer fee payable to Apex withinthirty) days of the transfer of the treated Property. Trademark of DowElanco Brevard Area Orlando Area Tampa/Sarasota Area508SPlumosaSt. 7006 Stapoint Ct. #G 5314 Faulkenburg Rd NMerrittIsland, FL 32952 Wlnterpark, FL 32792 Tampa, FL 33510407-459-2847 407.858-0540 813-221-2847800-929-2847 888-764-2847 877-459-2847 CITY OF SANFORD PERMIT APPLICATION Permit # : O 3 Date: Job Address: C2- Description oflWork: C Historic District: Zoning: Value of Work: S Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm FoQl.. Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole_ Mechanical! Residential Non -Residential Replacement New (Duct Layout & Energy CalS, Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Wat 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 otb.er than X) Parcel N: (Attach Proof of Ownership & Legal Description) Owners Name & Address: 2) Ile Phone: Contractor Name &'Address: License\u Phone & Fax: Bonding Company: Address: o •5As3oa, Mortgage Lender: Address: —-- — _ Architect/Engineer: Phone: w - Address: 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 theissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. I understand that a separatepermitmustbesecuredforELECTRICALWORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, andAIRCONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be do in ompliance with all applicable IHws regulatingconstructionandzoning. WARNING TO OWNER_ YOUR FAILURE TO RECORD A NOTICE OF COMMEN ENT MAY RESULT fN YOUR PAVINGTWICEFORIMPROVEMENT'S TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CON ULT W YOUR LENDER OR ANATTORNEYBEFORERECORDINGYOURNOTICEOFCOMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictio applicable to i pr peryt t may be f? 30 he public records ofthiscounty, and there may be additional permits required from other governmental en ' es such as wat ement tstricis, stateits, or federal agencies. Acceptance of permit is verification that I rill notify the owner of the property o he require orida Law 713! JU 3 Signature of Owner/Agent Date Sigma of rinctor/Agent Date ROBERT G. DELLO R USSO Print Owner/Agent's Name Pr' Contractor .- ent's are k Signature of Notary -State of Florida Date Sienature of %o_.ySiate of Florida Date Owner/Agent is _ Personallx Known to Me or Contractor/Ag:-::i Personals% Known to Me orI'rbiluccd ID Produce,' :J A1'1'LICATION APPROVED BY: Bldg: -Zoning: l :::::::s: VD: Initial & Date) (Initial & Date) (Initial & Date) (11- ia I & par; Spccij! Conditions: J f z MIRINDA C. TURNER r MY COMMISSION # DD 212893 R BMW EXPIRES: PtbSPut14, 2007 uc urWnnrAtare 106-203 7 : 09Ar•i kuN1 CRY OF SANFORD PERMIT APPLICATION Permit a 2-0 2-3 _ _ Date: o Cr Cvt__ JOh AddlEa. U ( l C t Act(pfivp v( Warkl -Tt4 hl lv 1 P{r rll z+nl' v}Iu • W rI . Permit Typc: Building •__ Electrical ,. Maehinical Plumbing F'ire Sprinkler/Alarm Pool r _. -- Ele<tricul: New Service - a of AMPS ' J,5 Addition/Alteration Change of Servicc __ Temporary Pole Mechanlcnl: Residential Non•Rtsldcntial Replaecmenl Nia (Duct Layout & Energy CDIc. Required) Plumbing/ New Commerc)Iel: A of Flxtutes of Water &Sewer Lines a of G'as LincS _ PlumbingJl`1ew Resldentlal: a of Water Closcls,_ Plumbing Repair - Residential or Corrvncrclal Occupancy Type: Residential V^ Commercial industrial Total Square FOOORe: _ i Construction Type; ,_, M of Storiti: a of Dwelling Units: Flood Zone: , (FEhiA form required for other In+n X) Parcel a' ld wncra name do Addresa:__ L /!O - S J 7— / U Y, Phnne:_`l E— Contractor amc 6: Addrem: K. Z'] y , State License Nu -her Z8 CZ) Yhour k Fax: Contact Perron; M„C 1 Bonding (:nmpanY-- Andre.a- 111orlgaut Lender _ Add,tst• Archilcct/Enginccr: Phone Faa: AdJrcas: --. o w,nk issueApplIC e or is hereby mode to l war a pamn to do [he tork and ~ sundards ofsoilslanws regulatting certify eonsthatwcnonin hisjurisdicoon.hit 1 understand apnoxpant: issuance of a permit and that all work will be pert pOOLS FURNACES, BOILERS, HEATE)LS, T/NKS• and pCYTtliimustbesecuredforELECTRICALWORK. PLUNKING, SIGNS. WELLS, AIR CONDITIOhrE R . cic. nWNFl;' C AFFIDAVIT: I certify that all ol'the foregoing Information la accurau and dui all writ .+ill be done in corns>Iiana widt all applicable Uws replanng conswesionandzoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMFiN'r MAY RESULT IN YOUR PAYING TW)CE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FfNANCING, CONSULT WrM YOUR LENDER OR AN ATTORNEYBEFORER1iC;URDINO YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to slit rc0uirernenu of thin perrrfit Ihere troy he Kdditicnsl restrictions applicable to this proprny that nay be found in the public rc:ords of hiscounty, and there rrvy be additional permits required fmm other govcrnmcnul asnna such as s.tar m.nagcrtxnt dismru, state tgrnhti, or fcdrnl agrnctcs. vue w 71J. Acceptance of perinil is vcrirleuiton shoe I will notify the owner ol'the property of she rc qof I'lo a C n La4.7 WICSiCnuturt of Conrnelnr/Abertt SiFn lureurOwnct'/Agent Print Owner/ Agent's Nanse Yrint Conn-,C o(/A ent's N- c ,1 Dstc . CiSnxurc of Nu •Sure nt FlortJ /v 3 icnaturc of Nvtary•Sfve. n/ Finntla rent Is v.nnsJy Known to Mr Ycr iun-uvKnmvn to Me uI (,'w,tn3etnr/A,v A 111 ... ..._ I'I' Lil•A 1'1O\ AIWI(OV(111 IIY' Illdg: tial Dale). tht till A: Uulc) (lir.tl A' Ua:r• I,nl: nl S Date) (Inid: . li arw,r..ra. er 4e"4i.MARIE A. ZETTLEMOYER MY COMMISSION # CC 855100 11MIIF EXPIRES: Jul 15. 2W3 14W3.NOTAW Fla NotarySmioo liBiandlrg Co. PLOT PLAN DESCRIPTION: (AS FURNISHED) LOT 8, BAKERS CROSSING PHASE 1, AS RECORDED IN PLAT BOOK 60, PAGES 27-29, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA LOT 8 CONTAINS 14.834 SOUARE FEET t THIS STRUCTURE CONTAINS 2379 SOUARE FEET t TOTAL CONCRETE 888 SO. FT. t TOTAL SOD 11,557 SO. FT, t 1" = 30' GRAPHIC SCALE 0 15 30 BUILDING SETBACKS FRONT: 25' REAR: 20' SIDE: 5' CORNER: 15' MINIMUM LOT WIDTH 50' PREPARED FOR: D.R. HORTON 0 W a 1O 0=24*55'57" n R=75.00' 1-a L=32.64' 0 CB=S28'06'22"E z C=32.38' 1. ELEVATIONS SHOWN ARE PER LOT GRADING PLANS PROVIDED BY THE CLIENT. iIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES VI-Y. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF iE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION ST FOR CONSTRUCTION. L BUILDING SET BACK LINES SHOWN HEREON IS PER DATA JRNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES NLY. THIS IS NOT A SURVEY THIS IS A PLOT PLAN ONLY I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120289 0135 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, AREA OUTSIDE 100 YEAR FLOOD. BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERLY LINE OF LOT 8 AS BEING N 89'34'30" W PER PLAT. FIELD DATE:) REVISED: SCALE: 1 = 30 FEET APPROVED BY: wRM 3 NO. ASM32922 AWN BY: c- LOT 7 S89'34'30"E DRAINAGE EASEMENT 1 ----- --------------------------- K P T Pcf \ o 6 'p -11 C, 79.2' I U a0 I SR v O % 60.0' I o o PROPOSED cs 4.0 PC ayL , 0 OC` O .- Ln N I MODEL 1965°o o FINISHED FLOOR ELEVATION=37.0 oZ eOo- O. O. &, o I LOT 8 p' U f z DRAINAGE TYPE NOT SHOWN ON GRADING PLAN 1 60.0' 1 f POINT ON PLAT BOUNDARY lb N89'34'30"W FLOOR SLAB EIS 109.66' 100ROWNMUSTBE16° r'k4r:. :ry OF ADJACENIT ROAD UNLESS 6) APPROVED NOT PLATTEDOTHERWISEPERTHISPLAT AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LBy6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO. FLORIDA 32801 (407) 426-7979 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 WITH.OUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. FOR THEFIR° WILLIAM, R. MI :ATELLO JR. PSMf/49 8 OATS LEGEND BUILDING SETBACK LINE MLW MINIMUM LOT WIDTH CENTERLINE POB POINT ON BOUNDARY POL POINT ON LINERIGHTOFWAYLINEPCCPOINTOFCOMPOUND CURVATURExPROPOSEDELEVATIONPOCPOINTONCURVE OR OFFICIAL RECORDPROPOSEDDRAINAGEFLOWPDPLANNEDDEVELOPMENT CONCRETE 6 DENOTES DELTATAANGLE L DENOTES ARC LENGTH LB LAND SURVEYING BUSINESS C.B. DENOTES CHORD BEARING LSLANDSURVEYORPCDENOTESPOINTOFCURVATUREPRMPERMANENTREFERENCEMONUMENTPIDENOTESPOINTOFINTERSECTIONPCP PERMANENT CONTROL POINT PRC DENOTES POINT OF REVERCURVATURE SE P) PERPLATPiDENOTESPOINTOFTANGENCYM) MEASUREDTYPICALCALC) CALCULATED A/C AIR CONDITIONER F N D FOUNDCBW CONCRETE BLOCK WALL C/W CONCRETE WALK RP RADIUS POINT S/W SIDEWALK R RADIUS CP CONCRETE PAD CS CONCRETE SLAB PB PLAT BOOK C CHORD LENGTH PCs PAGESR/W RIGHT-OF-WAY NG NATURAL GRADE ORB OFFICIAL RECORDS BOOK SO. FT. SOUARE FEET CAULK BETWEEN ONE e, V000 CONCRETE OP HAS"- vOGD BUCK LEUCKBYOTHERSMASONRYOPENING 6T OTHER<_ OPENING 9. OTHER: CAULK BETVEEN IvINDOVFLVA, L V(R3D BUCK i11i{ En6EDnENT B.V 1-11., HIM BUCK VlpT-) CM a: D.C.I INSTALLATION ANCI.CP IMOOD3/16• D1- IcPCON D BUCK BY OIHCRS SHIn ai RCO'D. RIGID VINYL I/a• nAX. GLAZING BEAD (SEE NOTES) INSTALLATION ANCHOR ITTP.) 3/16- DIA. TAPCON SHIM AS REO'D.:i7 1/a' MAX GLASS SEE HTDTCb (TYPJ(SEE NOTES) FLANGE TYPEAMCFLANGETYPEvlN00vrRAMCf vINDOV FRANC JAMB CAULK BCTvEEN HEADER vlNODv FLANGE RIGIMETERDVINYLLVOODEUC PERICAULK GLAZING EEAD TYP.) GLASS BY OTHERS ERSOOv ( TTP.) cSEE NOTES) V.V. GHT) I (vlNpOv VIDTn) E. H. 5UCK HEIGHt) CAULK 6ETVEEN VINDOV FLANGE L PRECAST SILL V/ 116 ADHESIVE SECTION B-B cAMULK. K, O asaPav•D. Ea. FLANGE TTPE PERIMETER VINDOv FRAME CAULK SILL BY OTHERS I G \, 1 W S CASTSILL C A. — BY OTHERS (1 /-' NOTrS' SECTION A -A , 1) SHIM AS P.EO'O. AT EACH INSTALLATION ANCHOR. MAx ALLO—EL: SHIN STACK TO BE 1/4. D ' 2) WINDOW FRAME "TERWL: ALUMINUM ALLOY 6063ANY- 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LIn, i0 ACHIEVE / Mw. E.SEDMENT Or 1-1/a' INTO MASONR, OR CO.CRE-.E. a) USE SILE01c12E0 ACRYLIC CAULK BEHIND WINDOW FLArvGC A' HE- 0 JAMES. SILL MUST EE ATTACHED TO THE SU35TR..TE WIP.; VULKEM 116 ADHESIVE CAULK OR APPROVEO ECIJAL. 5) USE SILICONIZEO ACRYLIC CAULK FOP. PEA?v PER. SEAL ARCUNG W.H EXTEP.:CR OFWINDOWFLANGE. Y 6) IF EXACT WINDOW SIZE IS NOT LISTED .1 ANCHOP CX.A i. U5= / ANCHOE C+JANTITY LISPED WITH NEKP LARCE3 SIZ7. FOR. ;-_ / APPRO'.c DESIGN PRESSUP.E REO'E' 7) GLASS TbICKNESS MAY VAP.Y PER THE 'M;TR:.EN s Gr AST. I / ET300 GLASS CHARTSB) LETTER _ESIGVATIONS ON THE TAPC ON Lrl.AP:CN CH:A.?T aIDIC,: . . WHERE PA: CON ANCHORS ATE t0 -E INSIAL'_., WHEN U-;:-f: EXTERIO4 ELEVATION AS A KEY 5) ALL FACPCPY APPLIED HOLES_ NOT GESIONA!:G ;OR TA=CCN ANCHOR "MOULD Er Fri •"J .17 - _ 10 PROvCr MIN. 5/_ IN ENEEUM:N); :N j wf.l0 oUC% - 10) FI-ORIOA : e:UDERS =A I/'I PRINT A'_3C APPLIES i? ;-_ FLOF. 6A :<'RL?E:i ;S7G _ _:-C '_ I r`// \,J \I 1:) wH72- A: eCr 15 Ir:- _ __ear, — — — r:r, SUF; IC:. _.NG =: - `_yt T )/. .:n _ Ii . _ - _ - IA r v TE _ i, t CAULK BEIVEEN VOOD BUCK L MAS'Y.. OPENING BY OTHERS CONCRETE OR m_ SOYS.T OPENING By OTHEP.S E 4 K p C 4 I C silo BY IHERS C' O TAPCON LOCATION CHART CALL BUCK: ILOCATIONS IN HEAD LOCATIONS IN JAMB SIZE SIZE 3OPss TO a0=:; I PSF TO 70Psr 30P5: TO 4014 a I PS; TO 70, 12 IE Va , 2s e F.G 13 1e I/ a , 37 3/e 6 8 F.G F,c la 1a 1/ a + .9 5/a B B F.G F,G I45 1a 1/ e , 55 1/a e e f_G F. 15 1a 1/ 12 , 62 8 e r.G f.c 16 18 1/ 6 , 71 B B F,c F.GyU 17 la1 a x e3 P rG F.GJJ( In2 251/ 2 x 25 8 e F,G Ina 251/ 2 , 37 3/8 8 B r•G F.GIHa 25 1/ 2 x 49 5/a 8 B F,G F-cJ.J IH45 25 1/ 2 x 55 1/. 8 8 r.G F.GJ() INS 25 1/ 2 x 62 8 8 F.G F,cFJ 1n6 251/ 2 x 7T g 6 F,c F,c!O TH725 1/ 2 , 63 B 8 F,C.J.K r,cj.x 30 1/1 . 25 29 1/2 , 25 B 6 30 1/2 . x 3/8 29 I/2 , 3, 3/a B D FA F.G 30 1/2 50 5/E 29 1/2 x 49 5/8 a D F.c F.G.HJ 30 1/2 56 1/. 29 1/2 x 35 1/. e 6 F.c F•G N) J 1/i 63 24 1/2 x 62 8 6 F.c F,G.n! 30 1/2 72 29 1/2 x 71 8 6 r,G,HJ F,G,MJ 30 I 2 a. 29 1/2 x e3 e B F.c.J.K F.cJ!( 22 16 K 25 23 36 . l7 7/e B f.G Hj 2=5 36 , 55 1/. B e f,c F,c MJ 25 36x 62 6 6 f,C'M F.c .H) 26 36 , 71 8 B F.GJIJ 27 36 x a3 E 9 f,GJ.K F.G.H,L3.K a2 . 2 aT x 25 6 r• 2 x 3/ e n a 37 1/1 B D F.c F.G.H) a2 . 50 5/ a 1 , .9 5/1, a 8 r G F.c H) 2 . 56 1/, I x 55 1/• 8 e F,G,n,IF,G.MJ 42 6} aT x 62 B 8 r,G.H.1 O.E,F,G!+J 2 72 1 x 71 9 B F•G H,lD•C.F.G!.J a26. a 1 x e3 B B F.G.U[ F.G,n,IU K as 26a7 x 25 s A.c L a . SL 3/ 5 7 A'C F.c F.G.H.1 3 . M 5/ L 7 . •7 5/3 2 F,G.H! rGJI! c.G. l1J 5} 7 , 628A.0 r.G..I O.E. a , 72 7 x 71 o AC F,G.r..1 D.E.F,CT1,1 as - 7 a63 P r. F K O rcH r 32 52 1/ 3 , 25 a AC F,C F,C 33 51 1/ e + 31 3/a A,C C F.G.HJ 31 R T/ a , +9 5/e c A.0 F.G,N.1 F.G.H! 3a5 52 1/ a , 55 /• 8 Af F.G,n,l O_E.F.G.NJ 35 52 1/ 3 , 62 E A,C F.G.HJ D.E.F.G.n., 36 52 1/ 3 + 71 a AC F.G,H) O.E.F.c M) 37 52I/ 3 . el A,C F.G.).Y. O.Ei ,.J./..J.K 3; SI?_ Nc; AVATL•=L: 1N ICOO C:P 15W sESIEitIV/ -— V FLORIDA EXTRUDERS SANFORD. F OPIDATITLE: !NS '.__ i[ + N E,:-7 _ S•'__ Ur; _ -- ^ '! n:?'_ - S.F.. -S ! 000 i 509 0D0 DR..'Wili BY: i AP??OVED S : DATE /11=./I_ 1 :SCALE:?.- IDWC. 1' TUN Cn GEI HEATHING T OTHERS 1 INSTALLAIION ICHDR SCREV (TTPJ EXTERIOR FINISH — By OTHERS PERIMETER CAULK — BY OTHERS FIN FRAME HEADER EXTERIOR PERIMETER CAULK BY OTHERS XTE R TOR FINISH -- IY OTHERS S INSTALLA'ION NCHOR SCREv (TTP.) SHEBY OTHERS CAULK BEI(IN9 FIN IvO BY BUILD DDVN BY OTHERS NOTES. . HIM AS RCO'D. 1) SHIM AS REOD. ADJACENT IO EACH INSTALLATION ANCHOR WITM LOAD BEARING SEE LAZES) SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1//". 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 606.5. J) USE SIUCOw2ED ACRYLIC CAULK BEHIND WINDOW FIN AT HEAD. SILL k JAMBS. pRN BAR A) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FRAME. 5) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASIMCLASS CHARTS. SINGLE GLAZING IS SHOWN. wSUTATING CLASS IS ALSO OUAL0QUALIFIED. 6) SCREw ANCHORS AT HEAD. SILL k JAMBS SHOULD BE /8 SCREWS OF SUFFICIENT LTH. TO PROVIDE U N. 1 IN. MIN. EMBEDMENT INTO WOOD FRAME_ PLACE /8 SCREW ANCHORS 6- FROM CORNERS AND 24" O.C. MAX. 7) BUILD DOWN AROUND CURVED PRTK)N OF WINDOW FRAME TO BE ENGINEERED BY OTHERS. BUILD DOWN MUST BE OF SUFFICIENT STRENGTH TO ADEOUATELY TRANSFER LOAD FROM wINDOw TO THE STRUCTURE. B) FLORIDA EXTRUDERS 1000 SERIES DESIGNER WINDOW SHOWN. THIS PRINT ALSO APPLIES TO FLORIDA EXTRUDERS 1750 SERIES &. 2000 SERIES. 9) ELEVATIONS SHOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO LIMIT USE OF THIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL CONFIGURATIONS THAT CAN BE MANUfACTUREO FROM THE 1000. 1750, h 2000 SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS. 10) WINDOW UNIT CAN ALSO BE MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SCE MULLION INSTALLATION SHEETS FOR RCOUIREMENTS. GLAZING (ITP. SEC NOTES) FIN FRAME SILL SHIN AS REO'D.— SEE ND TES) / r L I)Y' to s ln s=AcE EXTERIOR ELEVATION 3Y 01HERS J CAULK B, wLM:N; FIN -;' I CN.3E DNENI .( ;u'Lilaw \ ...). eC 2002 1NSIALLAIION SNIM SPACE ANCHOR SCR£v (TYP.) IVD BY FRAMINGSHIMASRED 'D J BY OTHERSSEENOTES) CAULK BEHIND FIN FIN FRAM[ JAMB_ I GLAZING (IrP. SCE NOTES) 1' ONEW2, 11 SHEATHING BY OTHERS EXTERIOR EXTERIOR FINISH By OTHERS vinf0v VIRIN PERIMETER CAULK BY OTHERS SECTION B-B EXTERIOR EL=Vd.T10N FLORIDA EXTRUDERS INTERNATIONAL. INC SANFORD, FLORIDA TITLE: FIN INSTALLATION DETAIL DESIGNER FIXED w!NDfw 1000. 1750, & 2000 SERIES DP.AWN ©Y: BB , APPROVED BY: DATE:02/14/02 ISCALE NTS JDWG: FLEX0037 AIN INSTALLATION ANCHOR ONE BY BUCK A10 SCRCV BY OTHERS BUCK VIOTH CAULK D_ CH VINDOV BUILD ERRS , FLANGE L SHEATHING (A OTHERS NOTES IvO By FRAMINGALSOAPPLIESTBY TO SILL) IJ $wM AS RCO'D. AT EACH INSTALLATION ANCHOR WIiH LOAD BEARING S10M, MAX. BY OTHERS ALLOWABLE SHIM STACK TO BE 1/4 LTVOOD (TYP) 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. BY OTHERS 3) TAPCON 04STMLATION ANCHORS AT SELL UL61 BE OF SUFFICIENT LTA. TO ACHIEVE RCODlimSEDMIN. SHIM AS CS) EMBCOMENT uw. EMBEDMENT OF 1-1/4" INTO MASONRY OR CONCRETE. /10 fNSTAlUT10N ' (SEC Nptf S) SCREWS AT HEAD A JAMBS MUST BE OF SUFFICIENT LENGTH 70 ACHIEVE 1-3/8- EXTERIOR FINISH MN. EMBEDMENT INTO WOOD FRAMING AND BUILD DOWN THERE REOUGLED. BY OTHERS IN57ALLATION ANCHORS h SCREWS TO BE PLACED 6 a. FROM CORNERS k 24 IN. O.C- MAX. - VINDE%, FRAME 4) USE S41CONlZCD ACRTUC CA" BEHIND WIDOW FLANGE AT HEAD. SILL @ JAMBS. JAMB . 5) USE SILICONIZED ACRTUC CAULK FOR PERIMETER SEAL MOUND EXTERIOR OF . 1N04DOW FL/UM(GE. GLAZING (TYP. 1/N' MAX. 6) CUSS TH"NESS MAY VARY PER THE REOU6KUEM5 OF ASiu Et 3OO GlIL55 SCE FUTCS>'. fSeau SPACE CeWtTS- S0(CLE GLAZING IS SHOwH. INSULATING GLASS IS ALSO OUALi4D. 7) BUILD DOWN AROUND 0040 PORTION OF Wv(OOW FRAM TO BE ENGINEERED BY OTHERS. BUILD DOWN MUST BE OF SUFFICIENT STRENGTH TO ADEOwTELY TRANSFER LOAD FROM WINDOW TO THE STRUCTURE PERIETER CAULK BY OTHERS VINDOV FRANC HEAD WINDOW HEGHT EXTERIOR vINNDDV FRANC - SILL PERIMETER CAULK BY OTHERS EXTERIOR —\ FINISH BY OTHERS 8) FLORIDA EXTRUDERS 1000 SERIES DESIGNER WINDOW SHOWN. THIS PRINT ALSO APPLES 70 FLORIDA EXTRUDERS 1750 SERIES k 2000 SERIES. 9) ELEVATIONS SHOW COMMON CONFIGURATIONS. TT IS NOT MENDED TO WIT USE OF THIS PRODUCT TO THESE TWO CONFIGURATIONS. I)(IS SHEET APPLES TO ALL PCRIHETCR CAULK SHIN AS REO'D CONFIGURATIONS THAT CM BE MAMFACTURED FROM THE 1000. 1750• Q 2000 BY OTHERS SEE NOIES) SERIES DESIGNER FWD WINDOW FRAMING SYSTEMS. 10) WINDOW UNIT CAN ALSO BE MULLED TO OTHER UNITS USING ALUMINUM TUBE vINDOv vIDTH MULLION. SEE MULLION INSTALLATION SHEER FOR REOUIREMENTS. GLAZING (ITP. SEE NOTES) SHIN AS REO'D SEC NOTES) CAULK BETVEEN J VINDOW FLANGE QLONEBYvOGD BUCK CAULK BE VEEN VOOD BUCK t MASONRY OPCNING BY OTHERS wpmrEEIR SEC T IOh) A. -A BI OTHERS BUCKHEIGHT I- L 1/.- uAK SHIM SPACE A —_` EXTERIOR ELEVATION a 1 1-1/4-U.CENT FWRTBA B.G.A.i. Nl uBEDufNi Ty f I ONE BY VOOD RMANINACTUN•"•..t` u: DUCK BT GT!IERS MASTERS- IFELE Sr _ Tv n EMBEDMENT1/ 4- MAX, SHIM SPACE CAULK BEIVCCN TVO Br BUCK L .CENCRE TC BY OTHERS ONSTALLAVON AmEvM ' y, CAULK' BE IvEE 1•VDOD: BUCK d CONCRETE OR : a i MASONRY :`;.vi BY OTHERS I'"'` EXTERIOR FINISH SECTION B- B BY OTHERS WINDOW WIDTH A WINDOHEIGHT ' HEIGHT BB A EXTERIOR ELEVATION FLORIDA EXTRUDERS'" SANFORD. FLORIDA TITLE: FLANGE INSIALLAIMN DETAIL V/ FRAME BUILD DOVN DESIGNER, FIXED VINDOV 1000. 1750, a 2000 SERIES DRAWN BY: Bra I APPROVED BY: DATE:02/ 12/02 SCALE: :`ITS IOWC.: FLEX0036 I ml SHE AtHING BY OTHERS STUCCO J OR SIDING BY OTHERS PERIMETER CAULK BY OTHERS 0 /c),4 &rr—PY2 SLIDING GLASS DGOP FRAME SILL INSTALLATION ANCHO R SHIH AS RE'O'D Xa SCREW SEE NOTES) CaULK ECtWEEr1 iW0 BY W000DOORFLANGEBYOTHERSLSHCATHING I 1/L" INAX. SHIM SPACE 1-1/8" HIM. — EMBEDMENT SLIDING GLASS DOOR FRAME HEAD TEMPERED GLASS (TYPJ DOOR HEIGHT DOOR WIDTH SLIDING GLASS DOOR. ERaME JAM? TEMPERED GLASS TYP.) MAX. ]HIM )PALL TWO ?Y WOOD 1-1ie MIN /_ BY OTHERS SLIDING GLASS DOOR HOOK STRIP SHIM As RCO'D. SEE NOTES) INSTALLATION ANCHOR ce SCREW CAULK BETWEEN DOOP. iLANGE L SHEATHING SHEATHING PERIMETEROTHERSBY CAULK BY TEMPERED GLASS OTHERS STUCCO (TYPJ OR SIDING BY OTHERS SLIDING GLASS DOOR INTERLOCK SECTION B-B INI:-LLA11lW tiLMUK 2 SCREW TWO BY WOOD BY OTHERS CAULK BCTVEEN Ham STRIP L SHEATHING SHEATHING By OTHERS STUCCO OR SIDING BY OTHERS HOOK STRIP DETAIL 1-1/8, MIN EMBEDMENT 1, OpW wrCRlx• xlCR, —%IALLOE Z, •B I-I/S- I TOON SCREWS nJit BE CrQ ITALLA ION LCnGTH iC ACHIEVE n1,L CN•'DrCNi Or1-1/B' INTO LENGTHg iARCON rYRC INSTALLATION " 1-1/4S AT SILL NRr R O SIfFICiCNiLENGtHIpKHICr< NI- [YIDC IyCNi S i-1/.' INTO NA:OTNRY (DT CONERE ri. INSixLAT ION AI<ICR Cw ' O• BACK Or tNIS S,T. USE SIL ICONI?C'J ACRYLIC CµL. 9CHDND D".. FLArGE Ai KAD l lAv9:. S, , lSC SILICONIZEO ACRYLIC C.YX.K FOR PCRIK tCR Iix .RWND CAfERILF Of OEM. 6, IF CAKI DOOR IIZE IS Npi LIS iED In ANC.•OP CMARY, US[ ANGOR O,rwT1TT LISTED v11H NEAT LARGER SI:E. iCP TrC . PR19Rl.rC DESIGN PRCSS""' REO'D FOR POC.Cr DO(.. SIZES uEE CLQSi%T aTPASS DOER SIZE L CEN jGURAIION 10 fINISHED OPENING PLKC INSTALLATION ArC,6RT. iN FRONT or HOOP: STRIP AS SHOWN. DI GLASS THIC.KSS NAY vART PER RCO,IREKNIS OF ASIM C1700 GLA:S C u 'S 9, 000'. WII li .ARROv'CO USING IEITPERCD CLASS In S1T4C GLAZED OR INSULArIHG (LASS 10, ,. HB / TILL CL'RNCISARE 10 SE SE—. vlrw • WALL JOINT (AN SExEP 11, ENI.N A; RCO'0 TCI 6 IH<tKL.IION ANCHORS. ha.. xLCWABLE SHIN SIX. TO BE I". 121 xL INSIxLAI!ON .NCIOP.I MUST BE HAD[ Cl C('A?FO;ION RESTS TINT Tali?:JOGS R_aQ(:iNTS -0 NG PANEL AND 'O' REPRESENTS FLED :A«Ct vPRDv(0 Co. IWRATI6N: ARE +; L!SIE7 ON ANC,OR CYART ON w. Of awls SKir. E X T E P, i O E L E ` A I I 0 N di A L C W IGR+ilpni LI:rE) AiovE +RE s UN ON tali DRAWING, bv(vER INS1xL.NON SECiIOnE 'A a' •9-9' L HE3'1 iTZI? DC i.:L APPLY ip In$r ILLATIONOF ALL • PRO',ED EMBEDMENT cowlE.fi.E. f !J/ I: L _ 1-1/4' MIN. 2 PANEL DCOR SHC'JN IT, R6tIDIDA EYIN.,OiRS 1000 SERIE: SLIDING V (DSOWN. ASS DF ISO. In(S PFlni x$0 APPLIES 70 1 1 T 2000 SLRICS Av0 5 00 IC.;TS. P.EVI DESCRIPTION DATE IN EXTRUDERS LIBERALLT APPLY _ / , , F L D P I D AINI INC. SPNF047L. C ALL KING. L.TIDER SILL DP SET SILL IN E£O:—:N;is L=:il?N ANCHOP OF CONCR_T_ :/:;- 0:- TATC:,N I Al TITLE: SLIDING CLASS DOOR 1 I I 1NSIALLATirN VITH 9.0 SCPEW S I DRAWN BY: 33 APFP.OVED BY: C E-0 , 2002 I i DATE: 77,17,Di SCALE: ws IVIC fLi.UP27 ;;i ! S f 00 y -3/4 SELF TAFFiNG SMS TUBE 'lui MIN _1_p_.iV sEA.-ANT..' BETvich WINDOW FLANqE;iz MULLION- t- sLA:_ANT BETVEEN oe' X -3/4 SELF." vINDOW FLANGES "coo S.Y. T APP LN!_ S4S t..: Kr-LIOU SEAL3v 94T EETVEEN FLANGES SECTION A -A (1) __0TYPICAL MULUCtl TO CONCRCTE C APPLIES TO jk.:S WHERE 1- X 4- 2" X 4* TUBE MULLIONS AF;- USED; 3/ 1! SELF.: jFING S 14SCONCRETE OR MASONRY Ey OTHERS T E QK • MULL, CAN ONE 3Y Wou- BL- z,(. by OTHERS MRAL- FLOMA B.O.A.F. i8 X 3/4 SELF M4NUVIAGMUR NAME: TAPPINGSMSCoeS.H. Z0d(TYP,) SECTIPiN - A -A MASTF_q ME L KJLL13W t 5 F.'. Z .11 looG P V VD=GINER 7SILL: I r SILC, (TYP.' X 3/4 SELF- 92X73/4 SELF 7 f TAPPINC. SMS TAPFiNGSHSE 7/IC X-3/i! ixFTUB*E'MULL1O8 TUBE' MULL . ION 77 777 L MULLION-:_.....-'- SEALF- NT EET'WEEN K! LLIGN v 68 x 3/4 SELF X7/4 SELF TAPPING SMS I 0Q.G s1K. HEAD ' TYP.) HEAD C TY.P.' , A. - A (4) STCTiQ!Nj A -A SEALANT1. WINDOW FLANGES rLLION rrSLGNcR NTsTvrrN,r loco F.*-,./u- SILL ( TYs.) F muLLION pia X 3/4 SZ_;-' 2/t SELTAPPING Sms 7APpit;15S\< /6 X*I/e x IX 4 X.3 7'.,ZE R L I 0i laeoP. W./D-,s!rjNE-q SILL (TYP.) CQ X 5,'4 SELF TAPPING SMS 2 X 4 X 3/8 TUBE MLr- L',rji\ te X 3/4 SELF SSS q7i: Tin,, ( 7) 00 S.H. INTERNATIONAL. INC FLORIDA EXTRUDERSSANFORD. FLORIDA T IT LE: S •(2 10 U./ 1 16 -N S -H E: C T I rj 7 r7 - fi- QUAIL E TAIRCON Sr- RZ-V ViChCR T'rF-) EXTERNAL erLION INSTALLATMN CLIP M-M- 10.1i Q 1 - . . LI I/"- mm EHZEDMENT ETAII - 1-\ A E L - 7VAnuN ViElAIC-0 FROM ;7X7E41OR u T S P. APPROVEDBY: 1)RAWN, EY:M','_-! F.: Dwc.: M 1 NIIAMI-DADE COUNTY. FLORLOADl= METRO-DADE FLAGLER BU1LD1' 136ILI)MC CODE COMPLIANCE OFFI Mlil'RO-DADE FI.AGI.[iR nUILDI 140 W1:S'r rLAGt.c.it int1:L'r, SUrn: I MIAMI, FLORIDA 33130.1 PRODUCT CONTROL NOTICE Or ACCEPTANCE (305)375-2901 FAX (305)375 Premdor Entry Systems c:orrr W..•t'ott 1ACENStvG,tx-ri 911 E. Jcfcrson, P.O. Box 76 (303)375-212.7 FAX(301)375-: Pittsburgh ,KS 66762 covrtt ucrott mvisi 305) 375-2966 r•AX (305) 371-: vttot)uc: r co,rrttot. un•t, 305) 375-2902 FAN (30) 3724 Your application for Notice of Acceptance (NOA) of Etittergy 6-8 S•W/E inswing Glazer! Double w/sidelites Residential Steil 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 -Dar County Building Code Compliance Office (BCCO) under•the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure 1 product or material at any time from a jobsite or manufacturer's plant for quality control testing. if I product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend use of such product or material immediately. BCCO reserves the right to revoke this approval, if ii determined by BCCO that this product or material fails to meet the requirements of the South Flor Buildi.n Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01-0314.25 EXPIRES: 04/02/2006 Rate tcoangucz Chief Product Control Division THIS 1S THE COVE_RSHEET, SEE ADDITIONAL PAGES FOR SPECIE IC AND GENER,%L CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by- the Buildi Code and Product Review Committee to be used in Nlianti-Dade County, Florida under the conditions forth above. i11) PROVE D: 06/05/200 i X-?4- 4-" Francisco 1. Quintana, R.A. Director Miami -Dade County Building Codti Contplinuce Of1ic Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED : JUN 0 5 2001 EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE- SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 00-0321.27 which was issued on April 28, 2000 approves a residential insulated door, as described in Section 2 of this Notice of Accepta designed to comply -with. the South Florida Building Code (SFBC), 1994 Edition for Miami -I County, for.the locations where the.pressurc 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-NV/C Instving Glazed Double Residential Insulated Steel Doors Sidelites- and its components shall. be constructed in strict compliance with the follo% documents: Drawing No 31-1028-EW-I, Sheets l 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 Col Product Control approval stamp with the Notice of Acceptance number and approval date by Miami -Dade County Product Control Division. These documents shall hereinafter be referred t the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications of pair of doors and single door only, as shown i approved drawings. Single door units shall include all components described in the active Icaf o this approval. 3.2 Unit shall be installed only at locations protected by a canopy or overhang .Such that the ang!e between the edge of canopy or overhang to sill is' less than 45 degrees. Unless unit is installed.ir non -habitable areas where the unit and the area are designed to accept water infiltration. 4. INSTALLATION 4.1 The residential insulated steel door and its components shall be installed ill strict compliance wit the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will require a hurri, sotcction system,. S. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved": 6. BUILDING PERMIT.REQUIRMNIENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marled to show the components selected for the proposed installatio 6.1.3 Any other documents required by the Building Oflieial or the South Florida Building Co. SFBC) in order to properly evaluate the install ion of this system. Manu l Pcrcz, P.E. Product CoCm.Exa Product Control Division Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED EXPIRES JUN 0 5 2001 April 02, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS Renewal of this Acceptance (approval) shall be considered after a renewal application has been ti 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 aceeptar including the correct installation of the product. d. The engineer who originally prepared, signed and scaled the required documentation initi, submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the proddct or process shall automatically because for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. - Misuse of this 'Acceptance as an endorsement of any product, for sales, advertising or other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed-, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. S. Failure to comply with any section of this Acceptance shall be cause for termination and removal Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OFTHIS ACCEl "'ANCE ManueYPcrcz, P.C.; Product Contr *xam Prod u 'ntroI Division Glazed Units COP-WL-MAOIOO.02 FIBERGLASS DOORS 6'8" Height — Inswing EMSinglesIth) 2'0' 2'6" X 2'8" 2'10' 3'0" Masonile International11' COP-WL-MA0141-02 s t t• 1 02-0419.08 52.0 Application Fled) 1. NO Not Listed Not Listed ement2'8" X0, OX, OXO 1 t 1 1 1'0" COP-WI.-NIA0143-02 1.1 I 02-0419.08 Application Fled) 1 1 52.0 1. :1 NO 2'8" + 1'2" 2'10" + 1'0' 2'l0" + 1'2" 37 + 1'0" TO" + 1'2" 1'0" + 2'8" + 1'0' COP-WL-MA0144-02 02-0419.08 Application Filed) 52.0 NO 17 + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 1'D" + 2'8" + 1'0" 1'C" - TO" + 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 1 NO 1 2'8" + 27 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" . 2'6" + 2'6" COP-WL-MA0145-02 02-0419.08 Application Filed) 52.0 NO 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 216" 3'0" + TO' + 3'0' + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonile International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and othe; structures). National, state or local bui:ding codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing Is done In accordance with Miami -Dade BCCO protocol PA201. P202 & PA233. U Oakc, aff AR4EK'- I'l V.k41.At{ ll ..w7'llr I.pANI t..r•.v../ht4u Orr Dw H AWt 79.?NJ o.....r o...• a0.,to%,9ofwwofyan,naamummkesIMUKxa"t,ersgnmao-oW1 Masonite International Corporation da"A1 Wgtn to 0XV r41oW AotKe. Glazed Units X X0, OX, OXO XX. OXXO COP-WL-MAOIDO.02 FIBERGLASS DOORS 6'8" Height — Outswing 2'0" 2'6" 02-0418.03 2'8" COP-WL-MA0161-02 (Application Filed) 55.0 NO 2'10" 3'0". 3'6" Not Usted Not Listed — — COP-WL-MA0163.02 02-0418.03 Application Filed) 55.0 NO 2'8" . 1'2" 2'10•' + 1'0" 210" + 1'2" TV + 1.0" 3'0" + 1'2" 17+2'8"+IT COP-WL-MA0164-02 02-0418.03 Applicalion Filed) 55.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 17 1'0" + 2'8" + 1'0" 1'0" + TO" + IT 1'2" + 2'10" + IT" 1'2" + TO' + 1'2" 2'6" , 2'6" ; 2'6" 2'8" + 2'8" + 2'8- 2' 1 C" + 2'10" + 2'10" i 3'0" + 3'0" + TO" 2'8" + 2'8" COP-WL-MA0162-02 02-0418.03 Application Filed) 55.0 NO 2'8" + 2'8" 2'l0" + 2'10" 3'0" + 37 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0165-02 02-0418.03 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 21" 2'10" + 2'10' + 2'10" + 2'10" TO" + 37 + TO" + 3'0" Notes: 1. Occr a. ringements using fewer panels than wha! is shorn in the above chart also comply under the product approvals shown. 2. Assembly details are available from Ilia 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 d 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 Mlaml-Dade 8CC0 protocol PA201 PA202 & PA203. Oak raft K I .L.,w:l A1« ft.%TAY VOORA .w+f .rN f4.#4': U., 0.:..- Mn'.i... a • O rytt ts, tooi . Ow• I,t o••.. +• 00 C444u"o efoptam of potty inOroKnx+U males Wetrticatimn, otside and onion Masonite r nt e r n a t to n a I C o r p o ra t i o r• dAA :^*,%0 to ChVkQe %Mrn 4 r000e. n V Glazed Units COP-WL-MAOIOD-02 FIBERGLASS DOORS 8'0" Height — Inswing rSingles (width),., 2-0- TV X 2'8" __— I 2'10" i 3'0" 3'6' COP-WL-MA0146-02 02-0423.01 Application Filed) 40.0 t NO Not Listed Not LlstedArrangement i X-3. OX, CX0 rMultiples— 2'8" + 1'0" r COP-WL-MA0148-02 I• BCCO 02-0423.01 Application Filed) DIP Rating 40.0 impact Rated NO 2'8" + 17' 2'10" + 17 2'10" + 1'2" 3'0" + 1'0' 3'G" + 17 COP-WL-MA0149-02 02-0423.01 Applicalion Filed) 40.0 NO I I 17" + 2'8" + 1'2" --- 1'G" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 1'2" + 2'10" + IT 1'2" + 3'0" + IT 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 210' + 210" 5 G" + TO" + 3'0" i XX, OXXO 2'8" + 2'8" COP-WL-MA0147-02 02.0423.01 Application Filed) 40.0 NO I TV+ 2'8" 2'10" + 2'10" 3'0" + 3'0" TV + 2'8' + 2'6" + 2'6' COP-WL-MA0150-02 02-0423.01 Application Filed) 40.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10' + 2'10" + 2'10" 3'0" + 3'0" + 3'0" + 3'0" otes: Door arrangemanls usil:g fewer panels than what is shown in lhe.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. Iesta:ta:ion ins!ructions are av3il35te from the Masonite Internaticnal website (www.masonite.com) or from the technical center. AcWz: d°sign pressure requirement for a specific building design & geographic location Is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local 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 BCGO protocol PA201, PA202 & PAM. 0 akcxaff n00H..1 ARTEK 4 •n..N r; r, .\i I:NTAY N/.rr-..I IMp•" Crn D-nn y)C,' rI{L/W in/an 0\••i.I 0•-r. t///lJ/"/ tvuuK re;••r.+ct orowxs utproIuntm r]ses spc:.N:::bn. tesq : •7 ;ra:.:j Masonite International Corpotation f..e(t 4;r0c" WOJICW M.:Yt. Glazed Units COP-WL-MA0100.02 FIBERGLASS DOORS 8'0" Height — Outswing COP-WL-MA0166-02 611aml-DaMCCO DPRalling 02-0423.03 Application Filed) 47.0 ImpactRated NOX 2'0" 2'6" 27 2'10" 3'0" TV Not Listed Not Listed Arrangement X0.OX, OXO Multiples (Width) 2'8" + 17 masonile Internationa COP-WL-MA0168-02 02-0423.03 Application Filed) BP Rating 47.0 Impact Rated NO 27 + 17 210" + 17 2'10" + 1'2" 3'0" + 17 3'0" + 17 17 + 27 + 1'0" COP-WL-MA0169-02 02-0423.03 Application Fled) 47.0 NO 17 + 2'10" + 17 1'2" + 2'8" + 1'2" 17 + 2'8" + 17 1'0" + 37 + 1'0" 1'2" + 2'10" + 17 17 + TO" + 17 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" 210" + 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" + 210" + 2'10" TO" + 3'0" + 37 + 37 Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.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 other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201. PA202 & PA203. 0 O akc aff AR EKw VI tl1:N(:I.AlS f.NT.Y DOOMS •Mr•.-••, F—g -L+rOwn ooua o••.. prime• Masonite International CorporationOvca+nwq poyam CO aaa"a :npro,,ittea mMes wecmcac"+. arslpn ,ro oru0un dcUJ s"grn toch&W wdho d n041. Opaque Units COP-WL-MA0100.02 FIBERGLASS DOORS 6'8" Height — Inswing COP-WL-MA0101-02 Aliami-Dadd 8CC0 01-1031.01 r 76.0 NOX 2'0" 2'6" 2'8" 2'10" 3'0" 3'6" Not Listed Not Listed Arrangement X0, OX, OXO Multiples (width) 2'8" + 1'0" internationai COP-WL-MA0103-02 Allaml-Dade 8CC0 02-0109.10 Application Fled) DP Rating 55.0 Impact NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 1'2" 3'0" + 17 3'0" + 1'2" 17 + 2'8" + 1'0" COP-WL-MA0104-02 02-0109.10 Application Filed) 55.0 NO 17 + 2'10" + 1'O" 17 + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 17 + 37 + 1'0" 17 + 2'10" + 17 1'2" + 37 + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2' 10" + 2'10" 3'0" + 37 + 3'0" XX, OXXO 2'8" + 2'8" . COP-WL-MA0102-02 02-0109.10 Application Fled) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 37 + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0105-02 02-0109.10 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 37 + 37 + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201. PA202 & PA203. 13 Oak. _raft ARTEK'- W.....1.r,.,n '1' eJ MIX1:-fi 1.A 1( M.NTKY,Dooks r++T—F.-V -r^-1 Dom^'• ` nor Ow• r D"«, Iapari.700i Masonite International CorporationOmcoN.w+q popnm W pDAuq mprpvrmaDl matta aDtCd[aliODa. OrSgD anp a00un On" suoK m mmw .0-4 Dace Opaque Units FIBERGLASS DOORS 6'8" Height — Outswing MasoniteInternationalI1' COP-WL-MA0121-02 t 01-1031.02 I•Rating 76.0 ImpactRated NO I X SinglesI 2'0" 2'6" 2'8" 2'10" 3'0" 3'6" Not Listed Not Listed Arrangement1(width) X0, OX, OXO 2'8" + 1'0" masonite11• COP-WL-MA0123-02 I 02-0109.09 Application Fled) I• • 1 55.0 1. NO 2'8" + 17 2'10" + 1'D" 2'10" + 1'2" 3'0" + 17 3'0" + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0124-02 02-0109.09 Application Fled) 55.0 NO 17 + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 17 + 2'8" + 1'D" 17 + 3'0" + I 1'2" + 2'10" + 17 1'2" + 3'0" + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0122-02 02-0109.09 Application Fled) 55.0 NO 2'8" + 2T 2'10" + 210" 3'0" + 37 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0125-02 02-0109.09 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 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 & 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_ akcrf AREK'" FIMY.MGI.A{{ M.NI'NY OOORt llwT..v.er.•A"+..f 0^^ bre29• 2=Masonite International Corporation Our cont" jing 7odram of prodW irnwon—crd mates sdeCAiWiom. design and orodW ' CNa s.Oket to Charge rnold notice. Opaque Units FIBERGLASS 'DOORS 8'0" Height — Inswing r WIT-11=0I 02-0109.08 COP-WL-MA0106-02 (Application Fled) r 70.0 r. •, NO rSinglesr X 2'0" 2'6" 2'8" 2'10" 3'0" 3'6"' Not Listed I Not Listed r X0, OX, OXO r r 2'8" + 17 rnall COP-WL-MA0108-02 Miaml-Dalle BCCO 02-0109.08 Application Fled) OP Raling 55.0 Impact NO 2'8" + 17 2'10" + IT 2'10" + 1'2" TO" + I 37 + 17 17 + 2'8" + 1'0" COP-WL-MA0109-02 02-0109.08 Application Fled) 55.0 NO 1'0" + 2'10" + 1'0" 17 + 2'8" + 1'2" 117 + 2'8' + 117 1'0" + 3'0" + IT 1'2" + 2'10" + 1'2" 17 + 37 + 1'2" 2'6" + 2'6' + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10' + 2'l0" 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" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" 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" 37 + 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 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 8 PA203. AR EK'" Oakcraff In1:N..AS<l:Nl'Nr 1)fl0"[ r.,.s..•..•rrp"[wrOas.. AW, M. 2002 Masonite International CorporationowComtepropumapro" mor V em makes smdeca ems. orvon am P'WUC1 aeua suolea to CNnpe W040 nave. Opaque Units FIBERGLASS DOORS 8'0" Height — Outswing 1Singles1 X 2'0" Masonite1 COP-WL-MA0126-02 I1 I I• 1 1 1 02-0109.07 Application Filed) 70.0 NO 2'6" 2'8" 2'10" 3'0" 3'6" Not Listed Not Listed Arrangemenl X0, OX, OXO Multiples1 2'8" + 17 COP-WL-MA0128-02 rliarni-Dade • I 02-0109.07 Application Fled) I• Rating 55.0 Impacl NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 17 37 + 1'0" 37 + 1'2" 1'0" + 2'8" + 17 COP-WL=MA0129-02 02-0109.07 Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 1'2" IT +2'8"+IT 1'D" + 3'0" + IT 17 + 2'10" + 1'2" 17 + 3'0" + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 210" 3'0" + 37 + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0127-02 02-0109.07 Application Fled) 55.0 NO 2'8" + 2'8" 2'10" + 210" TO" + 37 2'6" + 2'8" + 2'6" + TV COP-WL-MA0130-02 02-0109.07 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 210" + 2'10" + 210" 3'0" + 3'0" + 3'0" + 37 Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design 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 & PA203. 13 AR 4 EK'" t•Il.li•.Ir 1."n0akcraff 1• '1e •A nfIMI:Nfi I.A{\ Y.NI'NV OONS eb..fur.. fawpul..v)Oar. a aola 29. IOW OW comdk" oloplam of aooua inVWMne males VeCdieman. anon am elloola Masonite International Corporationm Uo $UDlKeeo c11Yw w4hoa notice. MID-WL-MA0001-02 Unit SINGLE .••- 6- TYP. 6'8" UNIT 8'0" UNIT 13-15/16' 17-1/8' MAXIMUM ON CENTER TYP. 6 per vertical framing member 2 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. Width of door unit plus 12" Height of door unit plus 1/4" Latching Hardware: Compliance requires that GRADE 3 or better (ANSUBHMA At56.2) cylindrical and deadlock hardware be installed. UNITS COVERED BY COP DOCUMENT 3146 or 3166 Compliance requires that 8" GRADE 1 (ANSUBHMA At 56.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include 18 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF 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. 0 29. owCOM+Mu20 02 Masoniteinternational Corporation OW dqdvMOOUmofypOupmppvemeldmilletS0[CdKilq"S, Oetgn And Plodu[l deUd Sut4K110 enenoe • r4W 11O1Se. XOorOX 'ttf t Unit t SINGLE DOOR WITH 1 SIDELITE 6- TYR 61" UNIT 8'Q" UNIT 13-15/16" 17-1/8' MAXIMUM ON CENTER TYR 6 per vertical framing member 7 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. Rough Opening 1 Width of door unit plus 1/2" Height of door unit plus 1/4" f f f f .t f f Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include 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 properly to transfer loads to the structure. AIud29 20-32 Masonite International Corporation ow coma. arse. a Ww ' n+a,-- wes salt+cno"s. oesgo ant rx.a Otu+ wnita ro co+npe "nw roue. Ox0 Unit SINGLE DOOR WITH 2 SIDELITES 6• TYP. 6'e" UNIT 8V UNIT 13-15/16' 17-1/8' MAXIMUM ON CENTER TYP. Minimum Fastener Count 6 per vertical framing member 11 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. Rough Opening 1 Width of door unit plus 112" Height of door unit plus 1/4" f f f f f t f f f 7 T Latching Hardware: Compliance requires that GRADE 3 or better (ANSVBHMA A156.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include 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 EICO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others. must be anchored properly to transfer loads to the structure. 0 Apra 29.2002 Masonite International Corporation w Ow co".wV o.orn^ w voo,.c, :v.enwti" owes aitzdtaun•, oesgn ono wuo•n ow+ swneu r : .enow note. oxxo , IIII I Unit DOUBLE DOOR WITH 2 SIDELITES CL n'P TYP. 1 1 1 ! 1 1 t, TYP. TYP. 1 1 1 1 1 1 1 / 1 11 II I ll 11 I II II I TYF I 11 11 1 Il I I II Il l 6'8' 13- 1 CountMinimumFastener 6 per vertical framing member 16 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. UNIT 8'0" UNIT 5/16- 17.1/8- MAXIMUM ON CENTER TYP. t T I Rough Opening 1 Width of door unit plus 1/2" Height of door unit plus 1/4" Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. UNITS COVERED BY COP DOCUMENT 3147 or 3167 Compliance requires that 8" GRADE 1 (ANSI/BHMA A156.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include 88 and /10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF d PA NOS for southern pine lumber with a side member thickness of 1.1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others• must be anchored properly to transfer loads to the structure. a l.11•.:..1r 1.•n _ ApM29.2002 Masonite International Corporation Ow conk wv D Mm at 0,0dw AlAts s0K.1[J19ns, Onq• no 0,00, 1 &W subWa 10 cv"pc Mlle• 10 s" t XX Glazed Inswing Unit APPROVED ARRANGEMENT: O QQff 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". r Double Door Maximum unit site . 610' x 6'8' Design Pressure 52.0/-52.0 Limited water unless special threshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined try ASCE 7•national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0002-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 00y as 00 00 D00 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: n U. El 00 00 00 00 00 00 105 series 106. 160 Series' 129 Series' 12 RA- 23 RIL. 24 RAL 107 Series' 108 Series 304 Series Seres' This glass kit may also be uses in the following door Style: Eyebrow 5-panel with scroll Oak raft ARkEK" 1'IUL'RCLASS UNTKV OOOMS—T.—re.rp.. E 0— Apia 29. 2002 Masonite International Corporation W Com~V oeopam of WodW • 7olemCM makesWMA-CaWns. desirand Moe1IC1 dm, sualm to Cnarve -Moil nolte XX Glazed Inswing Unit COP-WL-MA0142-02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 404 Series 410 Series 109 Series 114. 120, 122 152 Series 149 Series 300 Series Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number. Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 0 akcraff AR 4 EK' l'c .•1 I:NI'14y 51111N1 _T_. ;re..p-t...1 . April 29.2002 ow ( WQWJ O 01 p10WO mprO CM Males SMAiCAi01K. oesie" a11eOlooirtl onad su0KC11. ch nt-11110N Mlle. Masonite International Corporation XO or OX Glazed Inswing Unit COP-WL-MA0143.02 FIBERGLASS DOORS APPROVED ARRANGEMENT: Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 61". Single Door with 1 Sidelite Ma)dmum unit size - 610" x 6'8- Design Pressure 52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0003-02 or MAD-WL-MA0006-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0003-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 00 don 00 00 00 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: 00 00 00 00 00 00 105 Series 106. 160 Series' 129 Series' 12R/L. 23 RA.. 21 R/L 107 Series' 108 Series 30e Series Series' This glass in n47yafso be used in the following door style: Eyebrow 5-o" with soon O akeraff AR k EK" 1..... , .. CMO1.A.\.l G-, D--•. I./ Aprd29.2002 Masonite International Corporation 0. CW --; P-.— of p00-el n.O.O.eme-11"]\(S spmd4. -S. mv. sM :/OCKI 0tw \y41e:1IC Ct1Y.be .4-00 .04". XO or OX Glazed Inswing Unit . COP-WL-MA0143.02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: as as 404 Series 410 Series t09 Series 114. 120. 122 152 Series 149 series 300 Series Series APPROVED SIDELITE STYLES: 129 Series 200 Series 12R. 12L. 23R 23L. 450 Series 152 Series 149 Series 109 Series 120. 122 Series 300 Series 24R.24L Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed. of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTEOIN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer IKurtBalthazor, P.E. — License Number 56533 0 ak-,raff AR 4 EK" r•Irr l'Nr: r..\. L'v'r'"\ `rrr lr,M r+....T.•M.• rw.N-E'"r0— MA' CPREM. . .., 0.. .,. o. r Awi129.2002 Masonite International Corporation Ow comevepaoenmor poow m*rovem w non saecmom. des gn and rn MI ua• s,',ecr to cuxge -nno•r nor<e Ox0 Glazed Inswing Unit APPROVED ARRANGEMENT: W 4. e Y O WAll1 O r 1i5 rcY 4 Single Door with 2 Sidelites Maximum unit size • 9T x 6'8' Design Pressure 52.0/-52.0 Limited water 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 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-MA0004-02 or MAD-WL-MA0007-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0004-02. APPROVED DOOR STYLES: 1/4 GLASS: oa oar ao na an 00 no 100 Series 133, 135 Series 136 Series 822 Series 1/2 GLASS: n 0 ° oa an an nn an as 105 Series 106. IN Series' 129 Series' 12 R/L, 23 R/L. 24 RA. 107 Series' t08 Series 304 Series Series' Ttus glass kit may also be used in the following door style: Eyebrow 5-panel with stroll Oakcraff AR-4 EK'" r..,......e r.. r•IUCKCLlr.Nl UNYMY UUn") r+..A•..w rw.Na r.rn t>m. a April 29.2002 Masonite International Corporation 0. conw. v pOdramof Wooun mororeminf mikes seecdCA'ns, desQnadd W ~ derae suoKci to trope .dn" rfWce. oxo Glazed Inswing Unit COP-WL-MA0144.02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: an as e04 Series e10 Series 109 Series 114. 120.122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: 129 Series 200 Series 12R, 12L, 23R, 23L 450 Series 152 Series 149 Series 109 Series 120. 122 Series 300 Series 24R, 24L Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number. Ramesh Patel, P.EJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both Stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE 8CCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 O ak_pj f AR k EK" (..,.....1, (..T 6:'b CN(:LA\\ r:Ml'.v 000.S t T- FA—&nE.vT oaen moo. .o• Aprit29.2002 Masonite International Corporation OW eont6w poprm of appua improv j mrits 1=if"iOnS. ptsien and poplin pnad $41M W dume rpf ow Wo t. OXX0 Glazed Inswing Unit FIBERGLASS DOORS APPROVED ARRANGEMENT: 44 0 0 Note: Units of other sizes are covered by this report as long as the panels used do not exceed 37 x 6'8". Double Door with 2 Sidelites Maximum unit size . 12'0' x 6'8' Design Pressure 52.0/-52.0 Limiled water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resislard requirements for a specific budding design and geographic location Is determined by ASCE 7-national, state or local building codes specify W edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0005-02 or MAD-WL-MA0008-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0005-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 on M a0 00 00 101 00 100 Series 133.135 Series 136 Series 822 Series 1/2 GLASS: o F o0 0o a 00 00 00 00 00 an 105 Series 106.160 Series' 129 Series' 12 R/L 23 R/L• 24 R/L 107 Series' 108 Series 304 Series Series' This glass ldI may also be used in the following door slyle: Eyebrow 5-panel with scroll O ak raft 1. AR k EK" u..J• •• n •..re,l 1'1111KCLASS l'r TRV 000AS w•..s....e ra..p.--,—,0— MA• p April29.2002 Masonite international Corporation 01. Cpwn..p podrrm o, p0eu0 -0,0 mem awes smdUtoni. despn and Wo" oew S.Wo a'", .~ n .. Oxxo Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: on Da K 404 Series 410 Series 109 Series 114. 120. 122 152 Series 149 Series 300 Series series APPROVED SIDELITE STYLES: 129 Series 200 Series 12R. 12L. 23R• 23L, 450 Series 152 Series 149 Series 109 Series 120. 122 Series 300 Series 24R.24L Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). IState of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR k EK'" r..r....,. ,.. a 4~.F—e"e.n.r D..•. PREM ;0!Zi' April 29.2002 Masonite International Corporation 0v coM Vpopam 01 PMOW anoyoremem maser sM tal, .6nVn and WWAI dew suoiw to crwge _hm note. e XX Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: T O i's Y'; • 'I Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door Maximum unit size • 6'0' x 8'0' Design Pressure 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 resistantrequirements for a specific buddingdesign and geographic location Isdetermined by ASCE 7-natiorul• state or local building codes spectly 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: an as 822 Series 1/2 GLASS: n ED as 404 Series 108 Series O akcraff AREK" VIIIURCLA.SS L'NI'XV UUUNS T—FO 0—Emr Oaon ar/lEM00f'i11—v,n I • April 29.2002 Masonite International CorporationOwcONnWTp.CWl OI WOduq kn.iQvemM mike$ SWdiCjt,0n3. deign and pldduet Oelaa S.04'l a C"t wMl A note. XX Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 0 to series 852 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). EX 5 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oakcraff AR EK" 1•IULKOL.l.li LN1N1 _f<.v<aF—f..E.rrDaon Aprd 29.2002 Ow conw%wv progam of podun mro.enlud main specAimons. dnpn and prodw dcuO %U0*0 ro cnande OeMW rose Masonite International corporation XO or OX O• I I r: I Glazed Inswing Unit r 810" FIBERGLASS DOORS APPROVED ARRANGEMENT. p4eii Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Single Door with 1 Sidelite Maximum unb size . 6'0' x8'0' Design Pressure 40.0/-40.0 United water unless specpl threshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0003-02 or MAD-WL-MA0006-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0003-02. APPROVED DOOR STYLES: 1/4 GLASS: 0333 as oa an series 1/2 GLASS: yip . a 00 404 Series t08 series y r..l.l:..l.l.a. Oak raft AR 4 EK" Ib+.4•vNr<..s.... En 0- NC"I' Ns'•111111M\ ApId29.2002 Masonile International Corporation W Conl ,Q elMo of aoij J mp.o.M cm mum wcKdt1Ms. eew aM p.oau t ais d $14WCI W C.3.0, ..M IUKe t XO or OX Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 810 Series 300 Series APPROVED SIDELITE STYLES: 77 450 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both Stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab Tilled 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 IKurtBalthazor, P.E. — License Number 56533 Oakkraff AR EK" t..l.l;..l.l.._ 1 . I..sA VIIILMCLAS\ lH'1'M\' U(1t111.5 PM•T.v..RMNu E.ssOvr April 29, 2002 Masonite International Corporation ow c tmwnp ylogrem of prooun mpwemem m kn soeCA"i&n. Oesgn and poaucl 0nJ0 S.0^1 m CMnpe ..-W mKe. Ox0 Glazed Inswing Unit 810" FIBERGLASS DOORS APPROVED ARRANGEMENT: r+tN+. 12 O O w l Note: Units of other sizes are covered by this report as long as the panels used do not exceed 37 x 8'0". Single Door with 2 Sidelites Maximum unit We • 9'0- c8'0- 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 resistard requirements for a specific building design and geographic location Is determined try ASCE 7•niational• state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have beefl followed — see MAD-WL-MA0004-02 or MAD-WL-MA0007-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0004-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: 00 00 en series n El 00 404 Series 108 Series 0 Oak,raff AR EK" e..,..,..r,... rrur:cas.nas L•'ry '.%',unnM] wm.r...,.d Fwg—C. D.•n npra29.2002 Masonite international Corporation ow commwq poeiam ox Wooucs mro.emem owes soecacamm,. oeW arm xoma Deadumiea to cwpe -aroos rorce. OXO Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: r 3 1TM 810 Series 300 Series APPROVED SIDELITE STYLES: y 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 O ak,raff AR k EK` a FILICK :LASS ewrkv 000Ks eb.Taa•ae re,rr1. Evr 0— Apra 29.2002 Qr CDmojkv ato0rerrl DI proaua irlprovemem MAe$ specaicoam. anipn uM pro0uee aeua su*cl to coupe rreeou, novice. e •elari..lr Law _ 0.• r Daa.r Masonite International Corporation OXXO Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: O O i„" ti r]" Note: Units of other sizes are covered by this report as long as the panels used do not exceed 37 x 8'0". Double Door with 2 Sidelites Mabmum unit size a ITT x 8'0' Design Pressure 40.0/-40.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location Is determined by ASCE 7-national• state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0005-02 or MAD-WL-MA0008-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0005-02. APPROVED DOOR STYLES: 1/4 GLASS: MM 0o ao 822 Series 1/2 GLASS: 00 404 Series 108 Series U O... IAi EK1e e. n leeAR 11IUL'NGLA\\ eNrkV000K.1 W+T..vNf .,.. 1r 0— Apra 29. 2002 Masonite International Corporation pw ComeVmooimorno" . Wo+emml mars speenfexom. dn;on rro010" Md U* rrc110 C"t edt*Ano1Cf. OXX0 Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 010 Series 300 Series APPROVED SIDELITE STYLES: v- a - 450 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, RE./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). IState of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR k EK" 1'1111.'9(;LA%\ l're'1'MY 1>.111M\ -U.-rA.ryllM ba, Om., Aprd 29. 2002 Masonite International Corporation ow cons 09 program of Wod"i males speMkaons. drfgn and Product deua suplKl to cnalpe rdh w Mite XX Glazed Outswing Unit APPROVED ARRANGEMENT: FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed TO" z 6'8". Double Door Maximum will site . 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 aspecific buftnt; design and geographic location Is determ6ud by ASCE 7-national, state or local building codes specify the edition required: MINIMUM ASSEMBLY DETAIL: . Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0012-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 00 00 00 00 00 100 Series 133. 135 Series 136 Safes 822 Series 1/2 GLASS: 0 J- go 00 00 00 00 an 105 Series 106. 160 Series' 129 Series' 12 IUL• 23 RA.. 24 RA. 107 Series' 108 Series 30e Series Series* This glass kit may also be used in the following door style: Eyebrow 5-panel with scroll Oak raff AR EK" 1..1..1..1,1.. 1.1II I; NI:L•\.\,\ l!+. V "'M-,\ PREMD=. B MasoniteApril29.2002 International Corporation ow Co.l•nwne poeram of ,,Orr a ."oro MM rtuln soeCd4mam. onign and Wadmi aUl UAW W C-01 r0110111 n0141 XX Glazed Outswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: all 404 Series 410 Series log Sales 114, 120. 122 152 Series 149 Series 3W Series series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, P.EJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO 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). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak _Graff ARkEK' t.tl...a...\ 1'IUL'MI:L.\\\ L*Nf." UUII"\ elw.i•r.yrt..•sYu rnrl °°^ MA' a S April 29,2002 Masonite International Corporation ON coat Y" Inoerem of WGD11ef iDMOYdffcN nukes s0lcoCi6m. Dlsq" #W 0,MW ftul.0mcf 10 C"t ..r.A mcr XX Glazed Outswing Unit APPROVED ARRANGEMENT: N 890" FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door Maximum unit size . 6'0- x 8'0' Design Pressure 47.0/-47.0 unified 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•rutional. 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: oa oa 822 series 1/2 GLASS: a ° as a series 108 Series 0 AR EK'" eel.e,,,..r.,e ,r._ Oakcraff I'Itl LNnLAXS l: N'r— 1' UUUk, H.ri.•vMrgrr,.r 4.vlDmr. Aord29.2002 Masonite International CorporationOmca." pool. Or prodmt mp.oremem nukes soecdKarUns. deegn ant rodw deud suo,ecr w Move venom 4 SCE SII:TIONORAtFYl1CewegAA&ABLE F/ vmyylIlly, yIII lyfi'Ilm-- 51 s NR01m4rE sets NC(RTp P1KWBO0E COOL TWl—11iaH{an[(Aiamci > kk kkIII III kkIIIIII lk `k II IIIII IIIII IIIUi lllll illll lllll liiii fl mim I r=71 W71 - I 17=711171m7l 117=71 1rlw7l iREVISIONS E: DATE: ECN NO. APPVD: I DESCRIPTION 11/00 - MWW I OTY (1) WAS (2) FOR TRACK BOLT NOe2ONAL TRACK SUPPORT BY 20 rwMM. END sPLO ATrACED To DOOR o" RISULLEp OD Sum SOM WINPAiplfmTOG{-LoC SYST(M cm. oon0M k CENTER} g (uAMu rxv. sIm ruc BRAo¢r. 1) S/ : l-sue WOOD L6ScmrS. LISTED ISM OOLGE TRACK ARABLE AS AOPTION IEW v NDart 2' CALV. stm TRAM r MPLTRACK11NNa0aSS: LOCK POS am SIDES) o TT9. 2-1/2'.12 CA. CALV. Sim TRACK BRACKET. m POWTT uxx O (4) TRACK eRACXEY$ PER SEC. UN TOP ORACKET REPORT#9606C , NOMZOWAL 20 G U-BARS DOUBLE TRACK U-BAS N A 2-1-2-1 L ION PAr1EAN (LF- TWO U-sols ON 0 0" MSEcnoK ONE U- BMRS ON NEXT swnoK ETC.) / l4a/e• SMELT IaTN, SCREWS LOC-mm Oflvm ` A ` OPTOUL OUTSIDE am LOOK POFR011 MAIL DOW WON - llr-w NmeE nwAi. W1e NOTE 1 OOOIR IP 10 T•-y' I4101 CON95T Or ((«) SECIgNs (sN OOAJ NUPE WDWMI U.V, iL94RImaOKIii Dt) TO190tSR W loD 000a Da T o NaK oalNsar a (s) sECTiDNs (wr°M" rq. awvD ON anmE 9IRELi BUT loT IaO.Atim) roPRPADC A RUSK IIOIROOIC OLWICE. IDRROMAL AMM 10 MOT TRANSFER LDAa n O 2.6 YELLOW PIKE LNIB I 2• TWO( I/B- ApK A IMorE R Y®E RJR-B 23 G INN. STEEL lllE REUOEfI { 12 G GLV. STEEL TRACK AMM SIDIICOATED WITH C-40 MOL Im'(10 SS PER a.« NSIKOK aM 1 (c YO BRM.ME rAS1Omro LAC SCREW WTN aNas/le••Pat TRACK BR04W CALVAM MBAED-ON PRMIFR AND A D1XL9-0H POLYESTER TOP COATAPPLIEDTOBONsm or STEEL 9m. 3' TALL U-QM 20 CA CALV. STEEL M R, L TERD STRENGTH: 70 KSI L '• I- 1-T/ a• SNAP LATCH E14GG6 12 G CALV. Sim TOP ONTO VERfRMROLLER Twni BRACKETA AOIm W/(4) O(TER. STUEACH 9H ONE 11EOFOOook14a/e' 9W METAL OUTSIDE IRYED I A1glE EN D CAON.V. Sim 00 MEDTEACHSTDSILO E• D(roCARD STU SHEET I .) IIa/e• MvmE IVANwE Sty t (4) M1//T4-J/4' SELF gQ E l,OCm aTAPPNC SCREWS. SOY WTSOE - 3' TALL . 20 OA HLv. Sim U-BARS FMD ADE MOLT 11AOIt N A 2-1-2-I PAnEN E. TWO U-BARS SIZE LOOK ENGAGES ON GOTTOM SELTION. U-w ON "EIII INTO VERTICAL SELI1011 ETC. FiAal U-OAK ARKNED TRACK ONE a WTN 1 4'J 4' SELF UPCVN: SCREWS LOCK ON PFR EI01 UK OF DOOR. PAaM a rr-2 LOCK 13 0A ULv, STEM 80ilOM BRACKET. AnAcIWn WTN ( x) 1144/e• 9NaT METAL, scaEWs AAMNUI EXTRUSION GANYL WEAflotsRV. 3 VT,= ra 11 01 UD MAIG ie 0LfWs. fi INirRurrNAlr MNCE I]L. E STOP MOULDING eY DOOR INSTALLER 00 sum CELLO 20 a M ckv. STEEL DO SRE 20 G OALV. STEM vmx STILE NDrx) m 24 tERTEro (2D00 PSI 104 WIIO iE as ` K1 1 TST MK TA COMM SCR[WS ON n-I/Y C90E6 2.000 T/la• ID. ROIRO r P9 DAL o01OSlE} IOl9NDO MOUOm WTM /ASTEIEA (ONE PER ROLLRt) SM SLEW A DK)RS, 1. 0.0. UML. WASHER REOugm 1 G 1p' SPITT nEM. M ) 2' GAW. 5T[EL TRACK rAS1Elm ro 14 cA V, Sim BOILER 1p1O ( ) BUR RomotcD) To RPRWO A i UJSH umm12u CJLV. Sim 1Wfx OPACRETS. r 10 EO sfI1ES EAS1 /f«) lT• a 9eET UEUL MNOIRITPO SMAM IOWWAL LAID$ DD NOT TRACK ATTACHED ro UOK oRACIRT IId e' 9f f NE{AL SCRftiS Ab TRARSTO LOAD. WITH ONE 1/4'd/e• ear t MR 4) 1 15J/« stlf UaPNc srnErs Pm END wKGE. OR TWO 1/4' W RV[R, C 9 END 2• W SHORE -STEM. 10 BALL Sim ROLLER MARK WESTOSRLD. P.L PREPAPAIIoNOr JAMS eY OM Samal C& FLORIDA P.E.14e4ssNORTH OROLOU P.E. 123032LOCK BAR TRACES ACK ONNNOTE .' THE DESIGN Of THE SUPPORTING STRUCYLRRIL E.DAE TSDESIGN LOADS: +24.0 PSF & -24.5 PSF EACH 9DE SMALL BE THE TaaPONsam Or THE PROFESSKWA OF TEST LOADS: +36.0 PSF & -37.0 PSF OF DOOR. RECORD FOR THE BLRONC OR STRUCTURE NO N ACCOIOAKE WITH CURRENT BUIDOO CODES MR THE LOAM MTED OM aMW.aAa Dusio ..c /YI.D N WIL TM ORAWNOW" A "® —w PART NO.: - NOnm. U. I.. SbtW 01h.A.IM. J)2 HPR SL Sob 1600 4 l7,OPAY. sao. TOLERANCES - IDEAL OH 4S2 a ao. e«.a va AWM..N.4. 0 . t.03 d Ala I-1}DI-IeOD G umsscm OmY< I= No. 1-513-M-3.5is aP e V,1LLrr.N.A m 00 ' t •015 DESCRIPTION: MODEL 6RST W4 I6-0 8-0: 24/-24.5 DESIGN LOAD asww tlV. nAAk. wA nN1 H 000 t.003 DRAWN BY: BMM DATE: 4/18/00 SCALE: NTS OWC. R Degre- ' t1/7 CHECKED BY: MWW DATE: 4/18/00 SHEET I OF I SIZE L Tnva AWProlAHO6KN1 « - ur&= StatW OOA.r.l- oMCNSIONS ARE N Naas. DWG. NO.: 102138 REV. NO. I DIV. MODEL: 6RST MODEL: 4RST 25 GA. STEEL SKINT 24 GA. STEEL SKIN) OPTIONAL DSO CLASS OR LISTED 1 8" ACRYLIC UTES AVAILABLE ATTACHED W I) wiIIiMmwTE rnLE ( SECTION B-B) TOG- L-IOC (Epp T20 GA MIN. END STILESATTACHED TO DOOR AND URETFLW ADHESIVE (pLONC CQfTl7 SKO! WITH PATENTED TOG-I-tAC SYSTEM r• •+ A BOTTOM & CENTER). C O b 1 REPORT# 9606C I 25 Gil MIN. GALV./ 4. LOCKPOSITIONBOTHSTEEL SIGN COATED WITH A BAKED -ON PRIMER w. TWO POINT LOCKING AND A BAKED -ON POLYESTER OAT APPLIED TO BOTH TOP SIDESOF STEEL SIGN. O ONE 3' TALL x 20 G4. U-BAR (50 KSI) PER DOOR SECTION. OPTIONAL OUTSIDE KEYED LOCK MAX. DOORWIDTH9'0' 14x5/8- SHEET METAL SCREWS END SLIDE BOLT STILE V LOCK ENGAGES INTO VERTICAL TRACK. ONE LOCK ON EACH SIDE OF DOOR. INSIDE SL10E BOLT LOCK OPTION 2 NO ZONE: DATE: ECI 1 I A4 I 11/00 2' IN = 3' TALL U-BAR 20 GA GALV. STEEL d ,. r 1-7/ 8 REVISIONS OTY ( 1) WAS (2) FOR TRACK BOLT HORIZONTAL TRACK SUPPORT BY I I DOOR INSTALLER (TO SUM D T 13 CA. STEEL FLAG BRACKET. tROLLERo CA ( i11V. STFFL fOP EACH FASTENED ER TOWOOD JAMB WITH BRACKET ArttACEaEv . 3) 5/16"x1-5/8" WOOD LAG SCREWS. t4 lr SHEET METAL li HAM DOUBLE TRACK 0TRACK CONFIGURATION LOW HEADROOM IS P LAPr0t1rsQAVAILABLEASANOPTIONr14 CA CALV. STEM ON HINLL FLEA snSa Wr QI00 9 2" GALV. STE) TRACK, RR 91LEf ,L.MIN. L TRACK THIC E ..060'e 4) 1 4'J/4- SELF rAwtNo SCREWS.' 88 o C3" TAIL . 20 GA. CALV.n TYP. 2-1/2 xI2 GA. CALV. STEEL TRACK BRACKET. STEEL u- flat ONE u-flAR 4) TRAGIC BRACKETS PER SLOE W EA01 U-flAR AT7ACF1 IL W11N TWDt ' TAPP9IC 4 0 STLECAISpR.W4StaE1DG110N. U4R TOP BRACKET DOUBLEHORIZONTAL NOTE I: SECTIONS (SHOWN). DOORS UPTO7'0" HIGH CONSIST OF (! SECCTIONNS (NOT SHOWN). COATING ON OUTSIDE SURFACE DOORS OVER7'-0' HIGH CONSIST OF S) DOUBLE TR' K O V 13GA G1LV. AFFL BOTTOY LOW HEADROOM OPTION BRAOffT. ARAC2ED IRftl iWp 1 /4' x3/4' SELF I 2 LAC SCREWS ON 24 CENTERS. 1' 0.0. MIN. 14J8/0 S1REf PETAL SCREWS, ^ TAPPING SCREWS. WASHER REQUIRED. LAC SCREWS MAY BE COUNTERSUNK SSB GLASS OR OPTIONAL 10 SCREWWINDOW LUTE 14CANOHIN.Fc 18 GA INTERMmIATE HINC•E (BUT NOT REWIRED) TO PROVIDE A FLUSH MOUNTING vwm WEATHERSTRIP.1/8- ACRYLIC LITE - SURFACE. HORIZONTAL JAMBS 00 NOT TRANSFER LOAD. SECTION B-B NEW ' NEW 'C• SECTION A -A (SIDE VIM 2x6 YELLOW PINE 12 GA GAIN. STEEL TRACK BRACKETS FASTENED TO WOOD JAMB WITH ONE 5/I6-xl-5/8- LAG SCREW PER TRACK BRACKET. 2- GALV. STEEL TRACK FASTENED TO J 12 GA GALV. STEEL TRACK BRACKETS. TRACK ATTACHED TO EACH BRACKET WITH ONE 1/4'x5/8- BOLT & NUT OR TWO 1/4- DAl RIVETS. 8x3(0 SSCREW PER LITE) ENO AD SCREW VERTIGO JAMB ATTACHMENT (C-Q$ ( l STOP MOULDING BY DOOR INSTALLER 3 B x! SLEEVE ANCHORS 0 SUIT) 2 S1 MIN. CONCR COLUAINI• MOLDED OBOE IJ 9dl} T1 ON24CEMERS ( BOTH LUTE RETNNER STILE 20 GA. MIN. GALV. STEEL END STILE C-90 BLACK OR 2.000 PSI MIN. CON(XiETE7 OR INS' 1/4' x4' TAPCON SCREWS ON 24CENTERS (2,000 /-SNAP LATCH ENGAGES STILE 20 C.A. GALV. STEELINTER. STILE PSI MIN. CONCRETE). WASHERS INCLUDED WITH SLEEVE ANCHORS. H O.D. MIN. WASHERS REQUIRED WfTII iAPCONS. ANCHORSMAYBECOUNTERSUNKINTER. STILE OUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT b \ TRANSFER LOAD. OUTSIDE KEYED I ` 18 CA GALV. STEEL CENTER HED TO INTER. STILESINGE 144xx5%B' SHEET METAL SCREWS. 1 14 GA GALV. STEEL ROLLER HINGES FASTENED TO ENO STILES EACH W/(4) 14x5 8 SHEET METAL SCREWS AN 4) I//4' x3/4' SELF TAPPING SCREWS PER ENO HINGE. PREPARATION OF JAMBS BY OTHERS, 1-2' DAl SHORT STEM, 10 BALL STEEL ROLLER. JAMB CONFlGURAlI SECTION C-C NOTE 2" THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL BE THE RESPONSIBILITY OF THE PROFESS04AL OF RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE YMK WESTERFIEID. P.E. WITH CURRENT BUILDINGCODESFORTHELOADSLISTEDONniUSFLORIDAP.E. /48495 i NORTH CAROLINA P. E. /23832 4 3 ONTO VERTICAL TRACK. ONE SNAP LATCH ON EACH SIDE OF DOOR. OUTSIDE HANDLE HERD I I ) P STILE OUTSIDE KEYEDLOCJCINSIDEHANDLE LOCK BAR LOCKING OUTSIDE KEYED IOCK SNAP LATCH LOCI( OPTION uxw TOO SlatdRAN CES -b. a vwacu TOLERANCES m. 4 mM!-J x-.b t -,p tl i a A - 4Wtl.A .0 - t.03 nF m .00 - t.015 a0ww tlb ,-xt. n0 Gw41 b .000 - t.005 t %2 Ttdrd Angtion « - lAu. aa StOM:otxl Prof«lion LOCKBARENGAGES IN TRAGIC ON EACH SIDE OF DOOR. m DESIGN LOADS: + 25. 0 P.S.F. & -32.0 P.S.F. TEST LOADS: +37. 5 P.S.F. & -48.0 P.S.F. 4"x PART NO.: - IDEAL ; 52000222 a Wl 90v Ot0R. Fm N. 1-513-762-3519 DESCRIPTION: MODEL 6RST W4 9-0 x 8-0: +25/-32 DESIGN LOAD DRAWN BY: BMM DATE: 4/18/00 SCALE: NIS DWG.R CHECKED BY: MWWDATE: 4/18/00 SHEET 1 OF I SiZE LJ M. NO.: 102137 1 REV. NO. 12 #%ft 8 AaA-r I T„2 %, 4'T 4 - _l FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs ti Residential Whole Building Performance Method A Project Name: 1965 Builder: DR HORTON Address: 204 04De=y ` 3 Permitting Office: City, State:5 ,-z, Permit Number. Owner. 3 , Q , J Jurisdiction Number: Climate Zone: Central I. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 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 (ft2) 1967 ft2 c. N/A 7. Glass area & type a. Clear - single pane 222.0 ft2 _ 13. Heating systems b. Clear - double pane 0.0 ft2 _ a. Electric Heat Pump Cap: 42.0 kBtu/hr _ c. Tint/other SHGC - single pane 0.0 ft2 _ HSPF: 7.60 d. Tint/other SHGC - double pane 0.0 ft2 b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 202.0(p) ft _ c. N/A b. N/A c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallons _ a. Concrete, Int Insul, Exterior R=3.0, 1026.0 ft2 _ EF: 0.86 _ b. Frame, Wood, Exterior R=1 1.0, 28.0 ft2 _ b. N/A c. Frame, Wood, Adjacent R=1 1.0, 302.0 ft2 _ d. N/A c. Conservation credits e. N/A HR-Heat recovery, Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=30.0, 2005.0 ft2 _ 15. FIVAC credits P7 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 PASSTotalbasepoints: 29480 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. 9PREPAREDBY: _ VIc(Z_ DATE: 05 -C)__ZS I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT: DATE: 5 C8 Review of the plans and TIAE sTATA0specificationscoveredbythis calculation indicates 04 - compliance_' with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 wonFloridaStatutes. wed BUILDING OFFICIAL: DATE: EnergyGauge® (Version: FLRCSB v3.2) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES1'.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, Clear 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 NALL 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 Area X SPM Points 1967.0 14.31 28147.8 1967.0 14.31 28147.8 EnergyGaugeO DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v32 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: I BASE 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 1 38631.1 1.00 1.250 0.284 0.950 13036.5 EnergyGaugeTM DCA Form 60OA-2001 EnergyGaugeg/RaRES2001 FLRCSB v3.2 FORM 60OA-2001 It WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: I BASE AS -BUILT GLASS TYPES 18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Omt Len Hgt Area X WPM X WOF = Points 18 1967.0 5.86 2074.8 Single, Clear NW 1.0 6.0 32.0 12.23 1.00 390.6 Single, Clear 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 NE 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 EnergyGaugeO DCA Form 60OA-2001 EnergyGaugeg/FlaRES'2001 FLRCSB v32 FORM 60OA-2001 It WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Winter Base 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®/RaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: I 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 1 13037 4392 10495 27923 PASS 0, ST9TA.n o e t`® 3D WE EnergyGaugeTM DCA Form 60OA-2001 EnergyGauge®FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft. window area-.5 cfm/s .ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding 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 truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, Denetrations 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 cfrn 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. 6A-22 OTHER PRESCRIPTIVE MEASURES (must ha met nr PYrPPfJPd by all raclrianrnc 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 efficient of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeTM DCA Form 60OA-2001 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. 1. New construction or existing 2. Single family or multi -family 3. Number of units, if multi -family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Glass area & type a. Clear - single pane b. Clear - double pane c. Tint/other SHGC - single pane d Tint/other SHGC - double pane 8. Floor types a. Slab -On -Grade Edge Insulation b. N/A c. N/A 9. Wall types a. Concrete, Int Insul, Exterior b. Frame, Wood, Exterior c. Frame, Wood, Adjacent d N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH: Garage b. N/A New _ 12. Cooling systems Single family _ a. Central Unit Cap: 42.0 kBtu/hr _ I - SEER:12.00 _ 4 _ b. N/A Yes 1967 fN c. N/A 222.0 ft2 _ 13. Heating systems 0.0 ft2 _ a. Electric Heat Pump Cap: 42.0 kBtu/hr _ 0.0 ft2 _ HSPF: 7.60 _ 0.0 ft2 b. N/A R=0.0, 202.0(p) ft _ c. N/A 14. Hot water systems a. Electric Resistance R=3.0, 1026.0 ft2 _ R=1 1.0, 28.0 ft2 _ R=1 1.0, 302.0 ft2 _ R=30.0, 2005.0 112 _ 15 Sup. R=6.0, 1.0 ft _ b. N/A c. Conservation credits HR-Heat recovery, Solar DHP-Dedicated heat pump) HVAC credits CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, RB-Attic radiant barrier, MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: `-Q-&_ Date: ' 1 Address of New Homer , l Le l.t . City/FL Zip:,1an(Y X& F[ 5V-1-3 Cap: 50.0 gallons _ EF: 0.86 PT, _ NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is aW a Building Energy Rating. Ifyour score is 80 or greater (or 86for a US EPA/DOE EnergyStar Mdesignation), your home may qualify for energy efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec. ucfedu for information and a list ofcertified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. EnergyGauge® (Version: FLRCSB v3.2) 1 46 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 For: D.R.HORTON Notes: 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 33617 Btuh Ventilation air 0 cfm Ventilation air loss 0 Btuh Design heat load 33617 Btuh Infiltration Method Simplified Construction quality Fireplaces Average 0 Area (ft2) Heating 1967 Cooling9 1967 Volume (fP) 15736 15736 Air changes/hour Equiv. AVF (cfm) 0.80 210 0.40 105 Heating Equipment Summary Make TRANE Trade Efficiency 7.5 HSPF Heating input Heating output 0 Btuh @ 47°F Heating temp rise Actual heating fan 0 1383 OF cfm Heating air flow factor 0.041 cfm/Btuh Space thermostat Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 43 gr/lb Sensible Cooling Equipment Load Sizing Structure 24414 Btuh Ventilation 990 Btuh Design temperature swing 3.0 OF Use mfg. data n Rate/swing multiplier 0.98 Total sens. equip. load 24896 Btuh Latent Cooling Equipment Load Sizing Internal gains 1150 Btuh Ventilation 1474 Btuh Infiltration 3100 Btuh Total latent equip. load 5724 Btuh Total equipment load 30620 Btuh Cooling Equipment Summary Make TRANE Trade Efficiency Sensible cooling Latent cooling Total cooling Actual cooling fan Cooling air flow factor Load sensible heat ratio 10.2 EER 29050 Btuh 12450 Btuh 41500 Btuh 1383 cfm 0.057 cfm/Btuh Boldlftatic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. 82 % wr140htsoft RightSuite Residential*" 5.0.64 RSR26015 2002-Mar-0612:12:28 i:'.CK EAFdesldrhonon%196511965.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 15736 ft' x 0.0167 = 210 cfm 2. Winter infiltration load 1.1 x 210 cfm x 32 °F Winter TD = 7400 Btuh 3. Winter infiltration HTM 7400 Btuh / 260 ft2 Total window = 28.5 Btuh/ft2 and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 15736 fP x 0.0167 = 105 cfm 2. Summer infiltration load 1.1 x 105 cfm x 18 °F Summer TD = 2081 Btuh 3. Summer infiltration HTM 2081 Btuh / 260 ft2 Total window = 8.0 Btuh/ft2 and door area Procedure C - Latent Infiltration Gain 0.68 x43 gr/Ib moist.diff. x 105 cfm = 3100 Btuh vroceaure u - tquipment 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) + 24414 Btuh Sum of ventilation and structure loads = 25404 Btuh Rating and temperature swing multiplier x 0.98 Equipment sizing load - sensible = 24896 Btuh 2. Latent sizing load Latent ventilation load 0.68 x 50 cfm vent. x 43 gr/lb moist.diff. = 1474 Btuh Internal loads = 230 Btuh x 5 people + 1150 Btuh Infiltration load from Procedure C + 3100 Btuh Equipment sizing load - latent = 5724 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. 1 wnghtsoft Right.Suite Residential^' 5.0.64 RSR26015 E:tFdes%ddWon%196511965.rsr 2002-Mar-06 12:12:28 Page 1 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11/16/98 109 COMMERCE STREET, LAKE MARY. FL 3274"206 Phone: (407) 631-2665 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 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 LAUNDRY M/BTH M/B R 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 BTH wnghtSoft RightSuite Residential^' 5.0.64 RSR26015 2002-Mar-06 12:12:28 A E:\Files\drhorton\1965\1965.rsr Page 1 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) 831-26M J: /m ttl. 1 Name of room Entire House LIVING LAUNDRY M/BTH14MANUAL2Lengthofexposedwall202.0 ft 54.0 ft 10.0 R 6.0 ft 3 Room dimensions 31.0 x 13.0 ft 10.0 x 6.0 ft 9.0 x 18.0 ftCeiingsConditOption8.0 ftj heat/cool d 8.0 R heatf ool 8.0 ft heaticool 8.0 ftl heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg Clg ft Htg I Clg ft2) Htg Clg ft Htg I Clg ftz) Htg I Clg 5 Gross a 14B 4.6 2.1 1248 320 0 0Exposedb12C2.9 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 e 0.0 0.0 0 0 0 0f0.0 0.010 0 0 01 6 Windows and a 1C 37.0 168 6209 55 2033 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 e 0.0 0 0 0 0 0 0 0 0f0.0 0 0 0 0 0 0 0 0 7 Windows and North 20.4 16 325 3 59 0 0 0 0glassdoorsNE/NW 39.4 80 3152 32 1261 0 0 0 0 Cooling EM 0.0 0 0 0 0 0 0 0 0SEISW47.4 126 5975 20 953 0 0 0 0South0.0 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 38 559 378 20 294 199 18 265 179 0 0 0b10D14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0c0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 1026 4728 2113 265 1221 546 0 0 0 0 0 0exposedb12C2.9 1.9 28 81 54 28 81 54 0 0 0 0 0 0wallsandc13C3.2 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 0e0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0f0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 2005 3400 4463 403 683 897 60 102 134 162 275 361b0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0c0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0d0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0f0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 202 5236 0 54 1400 0 10 259 0 6 156 0Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0perimeterc0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0isdispl. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0forslaba0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration 1 28.5 8.0 260 7400 2081 75 2135 600 18 512 1441 0 0 0 13 Subtotal loss=6+8..+11+12 30561 8048 1334 581Lessexternalheating00 14 Less transfer Duct loss 10Y 0 3056 10 0 805 10 0 133 p 5815Totalloss = 13+14 33617 8853 1467 10 640 16 Int gains: People @ 300 5 1500 0 0 0 0 0 0APpl. @ 1200 2 1800 0 0 1 600 0 017SubtotRSHgain=7+8. +12+16 22195 4644 1129 417Lessexternalcooling0000 18 Less transfer Dud gain 109 0 2219 10 0 464 100% 0 113 10 0 4219TotalRSHgain=(17+18)'PLF 1.00 24414 1.00 5108 1.00 1242 1.00 45820Airrequired (cfm) 1383 1383 364 289 60 70 26 26 Printout certified by ACCA to meet all requirements of Manual J 7th Ed wr rrgl >tt50ft RlghtSuite ResidenUM- 5.0.64 RSR26015 2002-Mar-06 12:12:28E:T0eslddhorton%196M1965.rsr Page 1 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 X rtn ha. 1 Name ofmom M/BR BR 2 BR 3 BR 4j4MANUAL2Lengthofexposedwall33.0 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 ftCeiingsConditOption8.0 ftheat/cool 8.0 ftl heat/cool 8.0 ft heat/cool 8.0 ftheat/cool TYPE OF CS HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg Clg ft Htg Clg ft Htg CIg ft2) Htg Clg fly Htg Clg 5 Gross a 14B 4.6 2.1 136 88 208 88 Exposed b12C2.9 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 p 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 d 0.0 0 0 0 0 0 0 0 0 e 0. 0 0 0 0 0 0 0 0 0 f 0.0 01 0 0 0 0 0 0 0 7 Windows and North 20.4 0 0 0 0 2 41 2 41 glass doorsNE/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/SW47.4 0 0 0 0 14 GO 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 10D14.7 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 b12C2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0 walls andc13C3.2 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 10.0 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 13 11 285 374 121 205 269 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: momb0.0 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 slaba0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 28.5 8.0 32 911 256 16 4551 128 16 455 128 16 455 128 13 Subtotal loss=6+8..+11+12 4235 1925 2890 1869 Less externalheating000014Less transfer Duct loss 10 423 10 192 10 0 28 10° Y 1807 15 Totalloss = 13+14 4658 2117 3179 2056 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 SubtotRSHgain=7+8..+12+16 2711 1250 1601 1250 Less externalcooling0018Less transfer Duct gain 109 0 271 109 0 125 10 0 160 109 0 125 19 TotalRSHgain=(17+18)•PLF 1.00 2982 1.00 1375 1.00 1762 1.00 1375 1201 Air required (cfm) 192 169 1 87 78 1 1311 100 1 851 78 Printout certified by ACCA to meet all requirements of Manual J 7th Ed wrrrghtsot* Right - Suite Residential- 5.0.64 RSR260152002-Mar-06 12:12:28 A E:1Filas%drhorton%1965\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: (4071831-2665 J: rm to. 1 Name of room FAMILY KITCH/NOOK BTH14MANUAL2Lengthofexposedwall33.0 ft 18.0 It 0.0 ft 3 Room dimensions 15.0 x 19.0 ft 18.0 x 17.0 ft 12.0 x 9.0 ft Ceiings Condit Option 8.0 ft Iheat/cool 8.0 ft I heaVcool 8.0 It heallcool TYPE OF I CN01 HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area EXPOSURE Htg I Clg ft2) Htg Clg ft2) Htg I Clg 111) Htg CIg Htg Clg 5 Gross a 14B 4.6 2.1 264 144 0 Exposed b 12C 2.9 1.9 0 0 0 walls and c 13C 3.2 1.2 0 0 0 partitions d 0.0 0.0 0 0 0 e 0.0 0.0 0 0 0 f0.0 0.0 0 0 0 I .... 6 Windows and a 1C 37.0 0 0 33 1220 0 0 glass doors b 8C 37.0 54 1996 0 0 0 0 Heating c 9A 29.9 0 0 0 0 0 0 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 7 Windows and North 20.4 5 99 4 85 0 0 glass doors NE/NW 39.4 0 0 0 0 0 0 Cooling EAN 0.0 0 0 0 0 0•"' 0 SE/SW 47A 49 2329 29 1367 0 0 South 0.0 0 0 0 0 0 0 Horz 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 b 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 210 968 432 111 511 229 0 0 0 exposed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 wails and c 13C 3.2 1.2 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 285 483 634 306 519 681 108 183 240 b 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0f0.0 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 0 0 0Note: room b 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 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0forslaba0.0 0.0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 12 Infiltration 1 28.5 8.0 54 1537 432 33 9391 264 01 0 0 13 Subtotal loss=6+8. +11+12 5839 3656 183 Less external heating 0 0 0 Less transfer 0 0 0 14 Duct loss 109' 584 109' 366 109' 18 OA•••• 15 Total loss =13+14 6423 4022 201 16 Int gains: People @ 300 4 1200 0 0 0 p Appl. @ 1200 0 0 1 1200 0 0 17 Subtot RSH gain=7+8. +12+16 5127 3826 240 Less extemal cooling 0 0 0 Less transfer 0 0 018Dudgain10ox5131093831024 9' 19 Total RSH gain=(17+18)'PLF 1.00 5640 1.00 4208 1.00 264 20 Air required Win) 264 320 165 238 81 15 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrragh11t50ft Right -Suite Residential- 5.0.64 RSR26015 2002-Mar-06 12:12:28E:1FIIes%ditdon11965\1965.rsr Page 3 IL ao% lOx6 Ind Igo Q][ IOx6 Inda I2x12 Ind two ro IV 6. lOxl0 ;rop 3' bath duct t. roof cap 9Fan I4xl rop p• 1O40 rop e. 6. 14' 10%66 IndauEND 7•p• B'7• 0.4 I.c x4 I nhu 10 I laxt0 3nd 1 Y 1170 IndIe.4 I2 4' NWAto IWE rop A w ArN 3AD 7 5. KNala T Vn0 r Z 4• bath duct roof cap t 10=6 Q r DoFan -light t2x6 Ind y/1 I •1 1~, t w 147 T dryer d. to roof C.P 12.6 Ind to 13 plan1'6 M14 RAD platform bybtdr 3.5 TON v/LOIN e2+0V IPM scale 1/8"=1'0" Mutt have 0 nlnYtu CloaranCe of a Inchpf around the olr handler per the State, Energy Code. MI duct has an r=6 tfmltatbn value. P NI NO O 2 Z tl D L A U Rating v3 cc I IL M11 0 MiTeke February 21, 2003 MiTek Industries Inc. 16472 Segovia Circle North Pembroke Pines, FL 33331-4627 USA Fax (954) 680 4395 The truss drawings referenced below, have been prepared under my direct supervision based on the parameters provided by Accu-Span Truss Company using MiTek 20/20 software. Pages or sheets covered by this seal : I4421382 thru 14421415. Total : 34 drawings. Job :DR 1965 E Builder D.R. HORTONC— Location :BAKERS CROSSING, LOT County :SEM INOLE Truss Engineer :Junaidie Budiman, PE # 45161. Address :16472 Segovia Circle North Pembroke Pines, FL 33331-4627. This serves as the cover sheet in conformance to Chapter 61G15-31 Section 003 of the Florida Board of Professional Regulation. This package include 42Q-2 Junaidie Budiman, PE 1) 34 Truss drawing. 2) Truss Index. February 21, 2003 The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of building designer, per ANSI/TPI 1-1995 Sec.2. TRUSS INDEX OF JOB DR1965E TrVsses included=34 0,"\DR1965E\a.tre" 14421382 1,"\DR1965E\a11Are" 1 4421383 2,"\DR1965E\al1g.tre" 14421384 3,"\DR1965E\a13.tre" 14421385 4,"\DR1965E\a15.tre" 14421386 5,"\DR1965E\a17.tre" 14421387 6,"\DR1965E\a19.tre" 14421388 7,"\DR1965E\a7.tre" 14421389 8,"\DR1965E\a9.tre" 14421390 VOR1965E\b7.tre" 14421391 10,"\DR1965E\b9.tre" 14421392 11,"\DR1965E\c1Are" 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,"\DR1965E\j3.tre" 14421402 21,"\DR1965E\jg.tre" 14421403 22,jDR1965E\jg1Are" 14421404 23,"\DR1965E\jg2.tre" 14421405 24,'1DR1965E*Are" 14421406 25, \DR1965E\l.tre" 1 4421407 26,"\DR1965E\11.tre" 14421408 27,"\DR1965E\124.tre" 14421409 28,"\DR1965E\127.tre" 14421410 29,'1DR1965E\m.tre" 14421411 30,"\DR1965E\sJre" 14421412 31,"\DR1965E\s1Are" 14421413 32,"\DR1965E\s2.tre" 14421414 33,"\DR1965E\s4.tre" 14421415 p,E•BO No. 4.5161 STATE OF =Q—J cS r;.• 0 R 10Ati- January 27. 2003 AwARwNG - Ver{/y deefpn panunseters and READ NOTES ON TB7s AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectots. 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 aleslgner. Bracing shown fs lot literal support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent brDclnq of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consull OST-88 Quality Standard, OSS-89 Bracing Specification, and HIB-91 Handling Installing and Bracing Rocommondation ovaUabie from Truss Plate Institute, 583 D'Onofrb Drive, Madison, WI5371 V. MiTeke Symbols PLATE LOCATION AND ORIENTATION 1'/4 *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS c2 c o WEBS JS a: O o O a ce cY u BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FA RTH EST TO TH E LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40,10 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 BEARING Indicates location of joints at which bearings (supports) occur. FORM016,019 WISC/DILHR 870040-N, 930013-N, 910080-N 19! 0 MiTek® 1fMR0,A/R TM PANEL CLIP 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 /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 Oty Ply HORTON r 14421382 DR1965E A ROOF TRUSS 10 1 optional) ACCU-SPAN-TH, 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 , 20-0-0 26-5-6 32-10-13 40-0-0 41-01) 1-0-0 7.1-3 6-5-6 6-5-6 6-5-6 6-5-6 7-1-3 1-0-0 Style • 1:67.7 5.6 = 5,00 f12 5 54 t:; 5 11 4 8 2.4 O 2.4 41 3 7 2 6 P OR91g 3.8 = 14 13 12 11 10 3.8 = 3.4 = 36 3.8 = 16 3.4 = 10-3-14 20-0-0 29-8-2 40-0-0 10-3-14 9-8-2 9-8-2 10-3-14 Plate Offsets X Y: 2:0-4-2 0-1$ 4:0-3-00-3-06:0-3-00-3-08:0-4-2 0-1-8 LOADING,(pso SPACING 2-" CST DEFL in (loc) I/deb 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 Well = 360 Weight: 195 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.213 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=1951/0-8-0 Max Harz2=-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 Ib uplift at joint 8. 4) Truss Engineer: Junaidie Budiman, PEN45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL E 33331. `p 13 4LOADCASE(S) Standard` .•'•• l / No.45161 STATE OF = 0R10V' oniaL A WARNING - Verjfy design parameters, and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. sonsion 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 lesponsibllity of the erector. Additional permanent btbcing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 Handling Installlna and Bracing Recommendation available from Truss fife Institute. 583 D'Onottb Drive. Madison, Wl53719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each 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/e" from outside edge of o_ a ' at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chordsplices at I/4 length(+ 6" from c C, cb panel adjacent joint.) BOTTOM CHORDS Thissymbolindicatesthe5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MRek/ Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 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, 4001unlessotherwisenoted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/ DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. _ 15. Care should be exercised In handling, PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018, 019 owaLO MY0J7dA1R0 Job Truss Truss Type City Ply HORTON 1 14421383 R1965E A11 ROOF TRUSS 1 1 optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:07:03 2003 Page 1 1-0-p 5-9-14 11-0-0 17-0-0 23-0-0 29-0-0 34-2-2 40-0-0 41-0-p 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 Sx6 = 5's = Sx8 = 3x4 = 4 5 6 7 5.00 12 2x4 2x4 3 8 d 1 2 B 10 d _ 1g U. = 15 14 13 12 11 3. = US = 16 = 3x4 = IS = 3.8 = 11-0-0 20-0-0 29-0-0 40-0-0 11-0-0 9-0-0 9-0-0 11-0-0 Plate Offsets X( Y): [2:0-4-2 0-1-81,[4:0-3-00-2-41,[5:0-3-0,0-3-01,17:0-3-00-2-41,[9:0:1-2,0-1-8[ LOADINGx(psf) SPACING 2-M CSI DEFL in (loc) Well 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 Incr YES WB 0.98 Horz(TL) 0.19 9 n/a BCDL 10. 0 Code FBC2001 1st LC LL Min I/defl = 360 Weight: 192lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-5-8 oc purlins. BOT CHORD 2 X 4 SYP No.21D 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=1951/0-8-0 MaxHorz2= 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, 2-3=-3770, 3-4=-3361, 4-5=-3129, 5-0=-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 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. Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 963 Ib uplift at joint 2 and 963 lb uplift at joint 9. 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE( S) Standard i•• / r;y'Q t No. 451fi1 r = rA o .• ofs,• Y o R boa•'• NLWARNING - Ve ft dearignparameters and READ NOTES ON TKTS AND REVERSE SIDE BEFORE USE. 111111tilti v Designvalid 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 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 brblcing 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 MiTek® Handling InstalllnaandBracingBecommendatlonavailablefromTrussPlateInstitute, 683 D'Onofrlo Drive, Madison, W153719. Symbols PLATE LOCATION AND ORIENTATION 44 re-1'4 *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 0 For 4 x 2 orientation, locate plates 1/8" from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MRek/Gang-Nall Joint/Plate Placement Chart. 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 40", continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTeko LFO FORM018.010 mMRd,AZR® AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane o at joint locations. a 4. Unless otherwise noted, locate chord splices o at 1/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised In handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job Truss Truss Type Qty Ply HORTON 14421384 OR1965E A11G ROOFTRUSS 1 1 optional) ACCU-SPAN-TH, LONGWOOD. FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:07:04 2003 Page 1 11-0-0 5-9-14 11-0-0 15-6-0 20-0-0 24-6-0 29-0-0 34-2-2 40-0-0 41 0 p 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 • 1:66 0 5x8 - 5x6 = 5x6 = 2.4 II 3x4 = 4 5 6 7 6 5.o0 12 3x4 IN4z3 2 10 d1 11' 5.12 G 16 17 16 15 14 13 12 4.8 = 2x4 II 4,e = 7.8 = 44 = 7,8 = 44 = 2x4 II 5-9-14 11-0-0 14-3-0 20-0-0 25-9-0 29-0-0 1 34-2-2 40-0-0 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 (X,Y):(2:0-5-5,0-2-81,f4:0-5-12,0-2-8)(5:0-3-0,0-3-01J 8:0-5-12 0-2-8 14:0-4-0 0-4-8 16:0-4-00-4-8 LOADING,( psf) SPACING 2-M CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.97 Vert(LL) 0.62 15 >757 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.56 Vert(TL) -0.88 15 >539 BCLL 0.0 Rep Stress Incr NO WB 0.90 Horz(TL) 0.21 10 n/a BCOL 10.0 Code FBC2001 1 st LC ILL Min I/defl = 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 ( Ib/size) 2=3417/0-8-0, 10=2754/0-8-0Max Horz2=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, 4-5=-8112, 5-6=-7469, 6-7=-7469, 7-8=-6082, 8-9=-5464, 9-10=-0021, 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 II; 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 1714 lb uplift at joint 2 and 1374 lb uplift at .... joint 10. Q111F/ 5) Special hanger(s) or connection(s) required to support concentrated load(s) 2268.21b down and 1161.61b at 14-3-8 on bottom j• upchord. 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. t No.45181 LOAD CASE(S) Standard * 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 .r ? Uniform Loads (plf) 0 STATE OF •, t, Vert: 1-4=-74.0, 4-8=-74.0, 8-11=-74.0, 2-10=-20.0 •• `V Concentrated Loads (lb) Q R 1Q A`L` A'•. C Vert: 16=-2268.2 VS oNaL A WARMNO - V.,W design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. this design is based only upon parameters shown, and Is for an Individual building component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component 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-68 Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® HandlingInstallingandBracingRecommendationavailablefromTrussRateInstitute, 583 D'Onofrb Drive, Madison, Wl53719. Symbols - Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1'/1. * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 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 a 2. Cut members to bear tightly against each other. WEBS 3. Place plates on each face of truss at each iFor4x2orientation, locateo Q joint and embed fully. Avoid knots and wane at joint locations. plates/a" from outside edge of a truss and vertical web. a o 4. Unless otherwise noted, locate chords lices at I14 length(+ 6" from PcuC, C'IJ5 panel adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 V 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 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 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® 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 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 aawowtiL ® HYDRO,A/R® Job Truss Truss Type City Ply HORTON 14421385 DR19651 A13 ROOF TRUSS 2 1 optional ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:07:04 2003 Page 1 11-0-0 6-9-14 13-0-0 17-8-0 22-4-0 27-0-0 33-2-2 40-0-0 41 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 Scale • 1:68,6 54 = 3.4 = 3x4 = 54 = 4 5 6 7 5.00 12 3x4 3x4 C 3 8 2 9 1 101-7a JxB = 17 16 15 14 13 12 11 3.8 = 2.4 II 3.8 = 34 = 3.4 = 34 = 3x8 = 2.4 II 6-9.14 13-0-0 20-0-0 27-0-0 33-2-2 1 40-0-0 6-9-14 6-2-2 7-0-0 7-0-0 6-2-2 6-9-14 Plate Offsets X Y : [2:0-4-2,0-1-8)[4:0-3-0,0-2-4) 7:0-3-00-2-4 9:0-4-2 0-1-8 LOADING ( psf) SPACING 2-" CSI DEFL in (loc) I/deft 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(TL) -0.52 14-16 >910 BCLL 0.0 Rep Stress Incr YES WB 0.61 Horz(TL) 0.18 9 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/deft = 360 Weight: 206 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.213 TOP CHORD Sheathed or 2-9-3 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, 2-3=-3810, 3-4=-3144, 4-5=-2923, 5-6=-3291, 6-7=-2923, 7-8=-3144, 8-9=-3810, 9-10=14 BOT CHORD 2-17=3483, 16-17=3483. 15-16=3262, 14-15=3262, 13-14=3262, 12-13=3262, 11-12=3483, 9-11=3483 WEBS 3-17=128, 3-16=-640, 4-16=807. 5-16=-532, 5-14=75, 6-14=75, 6-12=-532, 7-12=807, 8-12=-640, 8-11=128 NOTES ( 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 930 lb uplift at joint 2 and 930 lb uplift at joint 9. i 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. ,.••.•..,•`/_ LOAD CASE(S) Standard •'G Q 4' • h : No. 4 5161 t 'k 0 : STATE s•-... oR oa+' SON t A WARNING - Verjjy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid tot use only with MITek connectors. This design is based only upon parameters shown, and is lot an Individual building component to be Inslotled and loaded vertically. AppllcabBlty of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is dot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, OSS-89 Bracing Specification, and HIS-91 Recommendation available from Truss Institute, 583 D'OnofAo Drive, Madison, WI53719. HandlingInstallingandBracingRecommendPlateMiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1 3/1. *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply l . Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachc2c3 other, o WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate 0 3 ¢ h ; ' ; joint and embed fully. Avoid knots and wane plates/a" from outside edge of o_ a y t joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chords lacesPatI/4 length(+ 6" fromC, u panel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional M iTek® engineer. _ 15. Care should be exercised in handling, PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM019,019 oAND-NAJL JfMRO,Alp® Job Truss Truss Type Oty Ply HORTON 14421386 DR1965E A75 ROOF TRUSS 2 1 optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:07:04 2003 Page 1 1.1-4 7-9-14 15-0-0 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 Seale • 1'.68 6 Sx6 = 3.4 = 5r8 5.00 12 4 5 8 54 i 54 3 1 2 B 6 I g 3.8 = 13 12 11 10 3.8 = 2x4 II 5x8 = 5.8 = 2.4 ll 7-9-14 15-0-0 25-0-0 _ _ 32-2-2 40-0-0 7-9-14 7-2-2 10-0-0 7-2-2 7-9-14 Plate Offsets X Y : 2:0-4-2 0-1-8 [3:0-3-0,0-3-41, 14:0-3-00-2-41 [6:0-3-00-2-41, 17:0-3-0,0-3-41, [8:0-4-2,0-1-8),11:0-4-00-3-012:0-4-00-3-0 LOADING (psf) SPACING 2-M CSI DEFL in (loc) Well 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 WB 0.87 Horz(TL) 0.17 8 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/deft = 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.1 D, 7-9 2 X 4 SYP No.1 D 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=1951/0-8-0 Max Horz2=-174(loadcase 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 II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. p 4) Provide mechanical connection (byothers) of truss to bearing plate capable of withstanding 959 lb uplift at joint 2 and 959 lb uplift at joint ` t 13 8. 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. P•S l /e e'•% LOAD CASE(S) Standard e•' k = toNo. 4.5161 ,k e Yt0MATE OF t0tv.* QWARMNG - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for Weriol support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsbllity 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, OSS-BV Bracing Specification, and HIB-91 MiTek® Handling Installing and Bracing RecommendationovolbblefromTrussPlateInstitute, 583 D-Onofrlo 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 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS c7 a 2, Cut members to bear tightly against each other. Q WEBSJ5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate k Q joint and embed fully. Avoid knots and wane plates I/a" from outside edge of a o at joint locations. truss and vertical web. a 4. Unless otherwise noted, locate chords laces P14 C, C6 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 V J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MfTek/ Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/ DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with whichbearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional M! Tek® engineer. 15. Care should be exercised In handling, PANEL T~ erection and installation of trusses. 1993 Mitek Holdings, Inc. ` CLIP FORM018, 019 HYDR6,41R 0 Job Truss Truss Type Oty Ply HORTON 14421387 DR1965E At ROOF TRUSS 2 1 optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:07:05 2003 Page 1 1 0 p 6-1-3 11-6-10 17-0-0 23-0-0 28-5-6 1 33-10-13 40-0-0 41-0 pT 1-0-0 6-1-3 5-5-6 5-5-6 6-0-0 5-5-6 5-5-6 6-1-3 1-0-0 Scale • 1.68,6 5x6 = SxB = 5 6 5.00 12 3x4 i 3x4 4 r 54 56 _ 3 e 2 B 10-- d1 Ia 3x8 = 16 15 14 13 12 11 3A = 3.4 = 34 = 3x8 = 3.4 = 3x8 = 3x4 = 8-9-14 17-0-0 23-0-0 31-2-2 40-0.0 8-9.14 8-2-2 6-0-0 8-2.2 8-9-14 Plate Offsets X Y :[2:0-4-2,0-1-8j,[3:0-3-0,0-3-0)[5:0-3-0,0-2-4) 6:0-5-12 0-2-8 8:0-3-00-3-09:0-4-2 0-1-8 LOADING (psf) SPACING 2-" CSI DEFL in (loc) I/deFl 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 WB 0.71 Horz(TL) 0.17 9 n/a BCOL 10. 0 Code FBC2001 1st LC LL Min I/deFl = 360 Weight: 208 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.20 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=1951/0-8-0, 9=1951/0-8-0 MaxHorz2= 194(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, 5-0=-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 9. C Bu i,» 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N.. Pembroke Pines, FL 33331. •..,•`/ rC' LOAD CASE( S) Standard No. 4. 5161 dt p: STATEOFass`0R110t', O/7L AWARNINO - VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE, Design valid for use only with MiTek connectors. This design Is based only upon parameters shown, and Is for on Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incoiporatlon 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 constructlon is the responsiblllty of the erector. Additional permanent brbcing of the overall structure is the responsibility of the building designer. For general guidance regarding tabrloallon, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DS8.89 Bracing Specification, and HIB-91 Handling Installing and Bracing Recommendallon ovollablefrom Truss Plate Inslltute, 5a3 D'Onofrlo Drive, Madison, W153710. 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 Injurydimensionsindicateotherwise. Dimensions are in inches. Apply l . Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. All TOP CHORDS 2. Cut members to bear tightly against eachcrc other. 0 WEBS J5 Q 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i 3 , ; ; Q joint and embed fully. Avoid knots and wane plates/e" from outside edge of O a y at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chords lacesP1/4at panel length(+ 6" from adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 V J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MtTek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 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, 4001 unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. _ 15. Care should be exercised in handling, T~ PANEL erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018,019 HMR&AIR.® Job Truss Truss Type Oty Ply HORTON 14421388 DR19655 A119 ROOFTRUSS 2 1 optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:07:05 2003 Page 1 t1-0-q 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 5d = 5x6 = 5 6 5,00 12 3x4 4 3x4 C 4 2 54 i 5.S 3 8 j 2 8 10- d1 !g U8 = 16 15 14 13 12 11 3xB = 3x4 = 36 = 3.4 = 3.4 = 34 = 3x4 = 9-9-14 19-0-0 1 21-0-0 , 30-2-2 40-0-0 i ri 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 3:0-3-00-3-05:0-3-00-2-4 6:0-3-00-2-4 8:0-3-00-3-09:0-4-2 0-1-8 LOADING (psf) SPACING 2-M CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1. 33 TC 0.57 Vert(L-) 0.36 14-16 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1. 33 BC 0.83 Vert(TL) -0.57 14-16 >827 BCLL 0.0 Rep Stress Incr YES WB 0.46 Horz(TL) 0.17 9 n/a BCpL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 360 Weight: 203 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.213 TOP CHORD Sheathed or 2-11-1 oc purlins. BOT CHORD 2 X 4 SYP No.213 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 (Ib/size) 2=1951/0- M.9=1951/0-8-0 Max Horz2=214(load case4) 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, 4-5=-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 II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1008 lb uplift at joint 2 and 1008 lb uplift at `; joint 9. 5) Truss Engineer. Junaidie Budiman, PE# 45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. ........ LOAD CASE(S) Standard 'v'U` P j t ' No. 4 5161 ,k r 0': STATE OF to R1, 0VLAWARMNO - VarVy design parunwters and READ NOTES ONTHZS AND REVERSE SIDE BEFORE USE. Design valid for use only with MRek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent brbcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage. delivery, erection and bracing, consuff OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installlna and Bracing Recommendation available from Truss Rate Institute, 593 D'Onofrlo Drive, Madison, WI 53719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 12/. * Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply l . Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. All TOP CHORDS 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 , ; ; Q joint and embed fully. Avoid knots and wane plates/a" from outside edge of a o_ a at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chords lacesPat1/4 length(+ 6" fromuC, panel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7. Camber is a non-structural consideration and Mfrek/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, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer, _ 15. Care should be exercised In handling, TM PANEL erection and installation of trusses. 1993 Mitek Holdings, Inc. - CLIP FORM016,019 mArjo-KAZ HMR&AIIR q Job Truss Truss Type Oty Ply HORTON 14421389 R1965E A9 ROOF TRUSS 1 2 Lo tional ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:07:06 2003 Page 1 11-0-0 3.9-14 7-0-0 13-6-14 20-0-0 26-5-2 33-0-0 36-2-2 1 40-0-0 41-0-p 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 Scale = 1:68 6 SAO = ax13 = 7xe = 4 5 = 5x10 = 5.00 12 4 5 6 7 8 2x4 2.4 3 8 2 10 11d1Ia 3.8 = 16 15 14 13 12 Uri = 3.4 = 5.6= US = 5xe= 3x4 = 7-0-0 13-6-14 20-0-0 26-5-2 33-0-0 40-0-0 7-0-0 6-6-14 6-5-2 6-5-2 6-6-14 7-0-0 Plate Offsets X Y : j2:0-4-2,0-1-81f4:0-4-0,0-3-4) [6:0-4-00-4-8j f8:0-4-0,0-3-4jf10:0-4-2,0-1-8)J13:0-3-0,0-3-4j f15:0-3-0.0-3-4) LOADING (psf) SPACING 2-M CSI DEFL in (loc) I/deft 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 I/defl = 360 Weight: 430lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D 'Except' TOP CHORD Sheathed or 3-6-8 oc purlins. 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.20 'Except' 13-15 2 X 4 SYP No.1 D WEBS 2X4SYP No.3 REACTIONS (lb/size) 2=3875/0-8-0, 10=3875/0-8-0 Max Horz2=-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, 34=-8545, 4-5=-12386, 5-6=-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 1 Od 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. pp Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. l F Unbalanced roof liveloadshavebeenconsideredforthisdesign. Wind: ASCE 7- 98 FBC2001; QS per 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. Provide adequate drainage to prevent water ponding. 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, 4.5161 joint 10. Girder carries hip end with 7-M end setback 1 Special hanger(s) or connection(s) required to support concentrated load(s) 603.21b down and 470.91b up at 33-", and 603.21b down and 470.91b up at 7-" on bottom chord. Design for unspecified connection(s) is delegated to the building designer. MATE OF Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N.. Pembroke Pines, FL 33331. 400-6.9 Y A'•.QRkQ`` OAD CASE(S) Standard aL Regular: Lumber Increase=1.33, Plate Increase=1.33January Z eWARMNO - VeWy 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 poiameteis shown, and Is tot an Individual building component to be Installed and boded vertically. Applicability of design patometets and proper Incotporatbn of component Is responsibility of building designer - not truss designet. Bracing shown Is for loteral support of Individual web member only. Additional temporary brocing to Insute stability during consttuctbn Is the responsibility of the etector. Additional permanent brDcing of the overall shuctute Is the responsibility of the building designer. For general guidance regarding fabrkatbn, quality control, storage, delivery, election and bracing, consult OST-88 Quality Standard, OSS-89 Bracing Specification, and HIS-91 MiTek® Handling Instollinq andBracingRecommendationavailablefromTrussdateInstitute, 683 D'Onofrb olive, Madison. W153719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t3/. *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachc2c3other. o WEBS JS cc3. Place plates on each face of truss at each For 4 x 2 orientation, locate i „ ,; ; Q joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of O_ a y at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chords lacesP at 14 length(+ 6" fromcapanel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and 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 cut or alter truss member or plate without prior approval of a professional engineer. MiTek® 15. Care should be exercised in handling, Jill PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. - CLIP FORM018,019 J"DRO,AZR® Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t3/. * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply l . Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. A" TOP CHORDS 2, Cut members to bear tightly against each other. O WEBS J5 Q 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o Q3 '' ; joint and embed fully. Avoid knots and wane plates I/B" from outside edge of o_ a at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chords lacesP at /4 length(+ 6" fromuC, c6 panel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in Jt JB 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 MtTek/Gang-Nall Jolnt/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibilityPtY of truss fabricator. General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer, _ 15. Care should be exercised in handling, PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORMO1B4O19 MMRad,4ZR0 Job Truss Truss Type Qty Ply HORTON 14421390 DR1965E A9 ROOFTRUSS 1 1 optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:07:06 2003 Page 1 11-0-Q 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 1-0-0 4-9-14 4-2-2 5-6-0 5-6-0 5-6-0 5-6-0 4-2-2 4-9-14 1-0-0 Scale • 1:68.6 SA = 5xe = 3x4 = SIG= 3x4 = 5 00 12 4 5 8 7 8 2.4 Q 2xd 4 3 8 2 10 11 - d1d Ig 3.8 = 17 16 15 14 13 12 3.8 = 3x8 = 44 = 3x4 = 3.4 = 44 = 3x8 = 9-0-0 16-4-0 23-8-0 1 31-0-0 40-0-0 9-0-0 74-0 7-4-0 7-4-0 9-0-0 Plate Offsets (X,Y): (2:0-4-2,0-1-8), f4:0-3-0,0-2-41, f6:0-3-00-3-0),(8:0-3-0,0-2-41,f10:0-4-2,0-1-8j, f16:0-3-0,Edpe LOADING ( psf) SPACING 2-M 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 I/defl = 360 Weight: 195 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-4-15 oc pudins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 3-10-11 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5-17, 7-12 REACTIONS ( lb/size) 2=1951/0-8-0. 10=1951/0-8-0Max 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, 2-3=-3855, 3-4=-3566, 4-5=-3329, 5-6=-4558, 6-7=-4558, 7-8=-3329, 8-9=-3566, 9-10=-3855, 10-11=14 BOT CHORD 2-17=3507, 16-17=4389, 15-16=4389, 14-15=4755, 13-14=4389, 12-13=4389, 10-12=3507 WEBS 3-17=-237, 4-17=1007, 5-17=-1300, 5-15=387, 6-15=-283, 6-14=-283, 7-14=387, 7-12=-1300, 8-12=1007, 9-12=-237 NOTES ( 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 p 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. ... ....•• yLP •.• LOADCASE(S) Standard j No. 4.5161 t 0'; STATE OF ORtDe A WARNING - VerVy design paranseters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid tot use only with MITek connectors. This design is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss deslgnel. Bracing shown is lot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the tesponslblllty of the elector. Additional petmonent bibcing of the overall structure is the responsibility of the building designer. For general guidance tegarding fabrication, quality control, storage, delivery. erection and bracing, consult CST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installing and Bracing Recommendatlon available from Truss Plate Institute, 583 D'Onoftlo Drlve, Madison, WI 53719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussand securely seat: building designer, erection supervisor, property fie J2 J3 J4 owner and all other interested parties.. Al TOP CHORDS 2. Cut members to bear tightly against eachC7C] other. WEBS J5 3. Place plates on each face of truss at eachQ"':*F'or_ 4 x 2 orientation, locate G ,i ,;a:joint and embed fully. Avoid knots and wane plates/a" from outside edge of O_ a y at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chordsplices I/ 4 atpanel length(+ 6" from adjacent joint.) C9C, BOTTOM CHORDS Thissymbolindicatesthe5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MtTek/ Gang-Nall Joint/Plate Placement Chart. FARTHESTTO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice Is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/ DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. Mi! 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, TM PANEL erection and installation of trusses. 1993 Mftek Holdings, Inc. CLIP FORM016, 019- Job Truss Truss Type Oty Ply HORTON 14421391 DR1965E B7 ROOFTRUSS 1 1 optional) ACCUSPAN-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 7-0-0 11-2-15 15-4-1 19-7-0 1-0-0 3-9-14 3-2-2 4-2-15 4-1-3 4-2-15 Scale • 1:34A Bx8 = 316 II 5's = 4 564 6 7 5,00 12 2x4 O 3 2 11 10 9 3x8 = 3.4 = 3x4 = 7.8 = 3x4 II 7-0-0 11.2-15 15-4-1 19-7-0i 7-0-0 4-2-15 4-1-3 4-2-15 Plate Offsets X Y : 2:0-M 0-0-0 ,[3:0-M,0-M1,[4:0-2-0,0-3-121[5:0-M,O-MJ6:0-0-0,0-0-01 [7:0-M,0-0-01, [9:0-2-8,0-4-81 LOADING (psf) SPACING 2-M 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(TL) -0.19 10-11 >999 BCLL 0.0 Rep Stress Incr NO WS 0.81 Horz(TL) 0.05 8 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Udefl = 360 Weight: 127 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D 'Except' TOP CHORD Sheathed or 3-3-5 oc pudins, 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 Horz2=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, 4-5=-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=-63, 4-11=777, 4-10=178, 5-10=84, 5-9=-1365, 6-9=-629, 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 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. i 3) Provide adequate drainage to prevent water ponding. fgU%/ e mechanical connection (by others) of truss to bearing plate capable ofwithstanding 1327 lb uplift at joint 8 and 1124 lb uplift at ••. •Vv,/q''" 4) 2. joint Q5) Girder carries hip end with 7-M end setback •'yL j -- 6) Special hanger(s) or connection(s) required to support concentrated load(s) 603.21b down and 470.91b up at 7-M on bottom 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. No, 4 5161 LOAD CASE(S) Standard O _ r'cc 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 0 ,STATE Uniform Loads (plf) • (/ Vert: 1-4=-74.0, 4-7=-154.2, 2-11=-20.0, 8-11= a1.7 •'• O ( Rs••0.9•k Concentrated Loads (lb) ( Vert: 11=-003.2 ON 1 JdllUd VerjN design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. WARNING Deslgn valid tot use only with MITek connectors. This design is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responslblOty of building designer - not truss designer. Btacing shown is lot lateral support of Indtvldual web members only. Additional temporary bracing to Insure stability during construction is the tesponslblllty of the erector. Additional petmanent bracing of the overall structure is the responsibility of the building designer. For general guidance tegatding fabrication, quality control storage, delivery, election and bracing. consult OST-88 Quality Standard, DSO.89 Bracing Specification, and NIB-91 atlon available from Truss ate Institute, 583 D'Onoftlo Dttve, Madison, WI53719. Handling Installlnq and Bracing O*commerWPlate MiTek® Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t3/. * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. A J2 J3 J4 owner and all other interested parties.. 4 TOP CHORDS 2. Cut members to bear tightly against eachc2c other. WEBS J5 a:3. Place plates on each face of truss at each For 4 x 2 orientation, locate Q joint and embed fully. Avoid knots and wane plates/a" from outside edge of L) o_ a y at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chords lacesP at I/4 length(+ 6" fromcapanel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5, Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and4X4perpendiculartoslots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised In handling, TM PANEL erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018,019 HYDR"',A1R Job Truss Truss Type Oty Ply HORTON 14421392 DR1965E B9 ROOFTRUSS 1 1 o tional ACCU-SPAN-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 • 1:34A 4.8 = U8 = 2.4 11 4 5 8 5,00 12 2.4 3 2 I 8 B 30 54 20 11 3.4 = 9-0-0 14-3-8 19-7-0 i 9-0-0 5-3-8 5-3-8 Plate Offsets X Y : 9:0-2-12 0-3-0 LOADING (pso SPACING 2-" 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(TL) 0.03 7 n/a BCDL 10.0 Code FBC2001 1st LC LL Min Well = 360 Weight: 102 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-9 oc puriins, 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=1001/0.M Max Horz 2=306(load case 4) Max Uplift7=-506(load case 2). 2=-516(load case 4) FORCES (lb) - 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 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 506 Ib uplift at joint 7 and 516 lb uplift at joint 2. p4) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331.` ` iF- [7 Q LOAD CASE(S) Standard ' ,•' l V/( 4 1/ i NO, 4.5161 ,k CC STATE OF 0RI'De A WARNING - VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MiTek connectots. 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 Incorpotation of component is tesponsiblBty of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insute stablilly during construction is the tesponslblllly of the elector. Additional petmonent btbcing of the ovetall structure is the responslbBlty of the building designer. For general guidance tegatding fobrlcotion, quality control, storage, delivery, election and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and NIB-91 Handling tnstalllna and Bracing Recommendation available ltom Truss Plate Institute. 593 D'Onoftlo Drlve, Madison, WI53719. 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 Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sidesof truss and building designer, erection supervisor, property securelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each other. o WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o - , Q joint and embed fully. Avoid knots and wane plates/ 8" from outside edge of o_ a ° at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chords laces Pat length(+ 6" from capaneladjacent joint.) BOTTOM CHORDS Thissymbolindicatesthe5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING AT 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. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/ DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. q14. 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, PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP Job Truss Truss Type Oty Ply HORTON 14421393 R1965E C1 MONO HIP 1 1 optional) 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 Style • 1:25.6 4a = 2x4 II 4 5 5.00 12 2x4 C 3 2 MIN< 3x4 = 7 6 3x4 = 34= 9-1-12 14-4-0 9-1-12 5-2-4 Plate Offsets X Y : 2:0-1-8 0-1-8 4:0-5-4 0-2-0 LOADING. (psf) SPACING 2-M CSI DEFL in (loc) I/defl 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 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/defl = 360 Weight: 72 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D 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 74-12 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. 4) 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 6. iE 13 5) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 6. ...•.•..,`/ _ 6) Truss Engineer: Junaidie Budiman, PEA45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. • .` ; ,..G A LOAD CASES) Standard No. 45161 ,t iMATw oRto,,'' o L ocillualy AWARNINO - VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Im! Q0 Design valid tot use only with MITek connectors. This design is based only upon parameters shown, and is lot an Individual building component to be Inslatted and loaded vertically. APpllcablllty 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 rasponslblllty of the erectot. Additional permanent btacing of the overall structure Is the responsibility of the building designer. For general guidance regarding labrlcatbn, quality contto6 storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB•89 Bracing SpeclOcatlon, and NIB•Vl MiTek® Handling Installing and Bracing Recommendation available from Ttuss Plate Institute. 583 D'Onoftb Drive, Madison, WI53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Center plate on joint. unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussand securely seat. building designer, erection supervisor, property J2 J3 J4 TOP CHORDS owner and all other interested parties.. 2. Cut members to bear tightly against eachua other. cc WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate iN L joint and embed fully. Avoid knots and wane plates /s" from outside edge of U 0. 0 y O at joint locations. truss and vertical web. a 4. Unless otherwise noted, locate chordsplices r/ a ce , 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. 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 FARTHESTTO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/ DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTek® TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018, 019 HYDRO' -AIR ® Job Truss Truss Type Oty Ply HORTON 14421394 DR1965F CG FINK 1 1 optional) ACCU-SPAN-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 1-0-0 4-3-5 3-2-11 3-2-11 3-7-5 Scale • 1:25.1 44 _ 4 5,00 12 2.4 \\ 2.4 3 5 6 2 d 3,6 = 9 6 7 10 3.4 = 3.4 = 3.6 = r 5-4-3 9-7-13 r 14-4-0 5-4-3 4-3-10 4-8-3 Plate Offsets X Y : 2:0-1-5 0-0 6 6:0-0-1 0-0-5 LOADING (psf) SPACING 2-M CSI DEFL in (loc) I/deft 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(TL) 0.03 6 n/a BCrDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/deft = 360 Weight: 74 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-9-10 oc purlins. BOT CHORD 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 5-6-7 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=1481/0-2-1 (input: 0-1-8), 6=1454/0-2-0 (input: 0-1-8) Max Horz 2=1 12(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. 3) WARNING: Required bearing size atjoint(s) 2, 6 greater than input bearing size. 4) 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 6. 5) Special hanger(s) or connection(s) required to support concentrated load(s) 750.71b down and 512.91b up at 3-1-4, and 766.01b down and ...•••..,`/ 569.61b i ale, up at 11-8-12 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. • .`P ••C••rA6) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard f1) Regular. Lumber Increase=1.33, Plate Increase=1.33 No. 4.5161 Uniform Loads (plo * Vert: 2-6=-20.0, 14=-74.0, 4-6=-74.0 + Concentrated Loads 0 i STATE OF st. lb) - Vert: 9=-750.710=-766.0.Ak•` `V Nit OR UU A WARNING - Veryy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with Mfiek 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 Nildesigner. Bracing shown Is lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery. erection and bracing, consult OST-88 Quality Standard, OSB-89 Bracing Specification, and HIS-91 Handling Installing and Broctno Recommendation ovollaW583 bie fromTrussaleInstitute. D'Onofrb Drive. Madison, WI53719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 12/4. *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. A" J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachc: a other. o Q 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i „ , ;QjointXb. and embed fully. Avoid knots and wane plates/e" from outside edge of O a at joint locations. truss and vertical web. 11 a 4. Unless otherwise noted, locate chords IlcesP at 114 length(+ 6" fromceopanel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 V J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and 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. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and4X4perpendiculartoslots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, 40" unless otherwise noted, SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur, stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised In handling, TM @ P erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIPANEL FORM018,019 JVYDRO,A/R® _ Job Truss Truss Type Oty Ply HORTON 14421395 DR1965E C ROOF TRUSS 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 1-0-0 4-6-0 4-6-0 1-0-0 Scale • 1:1e,0 44 = 3 5.00 F12 4 2 5 la 34 = 2.4 II 3.6 7 6 1-1-8 1 0-10-10 1Al 4-6-0 8-0-0 9-0-0 0-10-10 0-1-6 3-4-8 3-6-0 1-0-0 0-1-8 LOADING (psf) SPACING 2-M CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.35 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 I/defl = 360 Weight: 34 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-M oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-M 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(I03d rase 4) Max Uplift8=-345(load case 4), 6=-338(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=28, 2-3=-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 B I i LOADCASE(S) Standard ......•••.' L'J•(.•f/ t No.45161 sSTATEOF V AWARNING - Ver(fy design parameter and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. IMI 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 baited vertically. Appllcablltty of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Speclfloation, and HIB-91 Handling Installlna and Bracing Becommendatlon available from Truss Plate Institute, 583 D'Onofrb Drive, Madison, Wl53719. MiTek® 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. A„ 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. Numbering System J2 J3 J4 TOP CHORDS c2 23- WEBS J5 a: O o U" O a ' UO a ca v uO BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. Mffeko TM PANEL CLIP FoaMoie.oi9 wo o-, p OfMR& IR0 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 aty Ply HORTON 14421396 DR1965t 63 ROOF TRUSS 1 1 optional) ACCU-SPAN-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 3-0-0 3-0-0 1-0-0 Scale 1:16.2 64 = 64 = 3 4 5.00 12 5 2 6 la x43i 3x4 2x4II2x4II9 6 1- 0-0 3-0-0 6-0-0 6-0-0 9-0-0 r r 1- 0-0 2-0-0 3-0-0 2-0-0 1-0-0 Plate Offsets X Y)_12:0-2-15,0-1-81,(3:0-3-0,0-1-41,j4:0-3-0,0-2-91, 5:0-2-15 0-1-8 LOADING ( psf) SPACING 2-0-0 CSI DEFL in floc) I/deft 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) 1 st LC LL Min I/deft = 360 Weight: 36 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D 'Except' TOP CHORD Sheathed or 6-0-0 oc purlins. 3- 4 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 10-" 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=583/0-8-0Max Horz 10=52(load case 4) Max Upliftl0=-402(load case 4). 7=402(load case 5) Max Gray 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. p i 3) Provide adequate drainage to prevent water ponding. [7 4 C ••/ _ 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 joint7. i- 5) Girder carries hip end with 3-0-0end setback 'G`P 6) Special hanger(s) or connection(s) required to support concentrated load(s) 70.51b down and 55.01b up at 6-", and 70.51b down and 55. 01b up at 3-0-0on bottom 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. TiO. q.J 1 Fib LOAD CASES) Standard pc 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 0 STATE Q Uniform Loads (plf) t • Vert: 1-3=-74.0, 3-4=-80.2, 4-6=-74.0, 2-9=-20.0, 8-9=-21.7, 5-0=-20.0 --nn•'•.,• Q R 110 ConcentratedLoads (lb) V ••-w••• SNALVert: 9=-70.5 8=-70.5 A WARNING - Ver{/y design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. siiintoil Design valid 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 baled vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown b for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bNcing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, OSS-89 Bracing Specification, and HIS-91 Handling Installina and Brocing Recommendatlon available from Truss Bale Institute, 593 D'Onoftb Drive, Madison, WI 53719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/,. *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat: J2 J3 J4 owner and all other interested parties.. 8 TOP CHORDS 2. Cut members to bear tightly against eachcrc other. O WEBS J5 a:3. Place plates on each face of truss at each For 4 x 2 orientation, locate i , ; ; Q joint and embed fully. Avoid knots and wane plates 1/e" from outside edge of O a y at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chordsP laces at 1 /4 length(+ 6" frompanel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating formal refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ff. 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 ofBEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stocks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. - CLIP FORM018,019 pHYDROWR Job Truss Truss Type Qty Ply HORTON 14421397 DR1965E E' ROOF TRUSS 1 1 optional) ACCUSPAN-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 44 = Scale • 1:19.6 2 5,00 F12 3.4 3.4 3 1 3.8 = e 5 4 2x4 II 2x4 II 4-3-0 8-6-0 4-3-0 4-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well 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 1 st LC LL Min I/defl = 360 Weight: 46 Ib 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-M 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, 1-6=-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; MWFIRS 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, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. i1VE B1 LOAD CASE(S) Standard _ P ` `CL!•.'/ I No. 4 5161 4 STATE OF t OR' WARNING - VerVy deny. parameter and READ NOTES ON TMS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design is based only upon parameters shown, and Is for an Individual building component to be Inslalled 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 bfbcing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, election and bracing. consult OST-68 Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® Handling Installing and Bracing Rocomm4ndatlon available from Truss Plate Institute. 583 D"OnoUb 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. . For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE Numbering System J2 J3 J4 TOP CHORDS c: 73 WEBS J5 o_ o u h 3 ' ; cc V O CL ° O V a ce Cy u BOTTOM CHORDS J1 18 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FA RTH EST TO TH E LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. 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 BEARING Indicates location of joints at which bearings (supports) occur, WISC/DILHR 870040-N, 930013-N, 910080-N Mi! MiTek® O TM PANEL CLIP FORM018,019 MANo-NAIL #WDRO,A/R0 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 14 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job Truss Truss Type City Ply RTON 14421398 DR1965E E3 ROOF TRUSS 1 1 optional) ACCU-SPAN-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 B-6-0 r i 3-0-7 2-5-2 3-0-7 10.12 = Scale • 1:17.6 10.12 = 2 9 10 3 5.00 12 3.4 i 3.4 4 t 3.4 = 6 7 11 12 6 5 3.4 = 2.4 II 2.411 3-0-7 5-5.9 8-6-0 i r 3-0.7 2-5-2 3-0-7 Plate Offsets X Y : (2:0-6-0 0-2-81, 3:0-6-0 0-1-5 LOADING (psi) SPACING 2-" CSI DEFL in (loc) I/dell 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 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/deft = 360 Weight: 50 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D 'Except' TOP CHORD Sheathed or 6-" oc puriins, 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 (Ib/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, 4-0=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. pp3) Provide adequate drainage to prevent water ponding. `9It Q)n 4) Refer to girder(s) for truss to truss connections. ..•........ 5) Provide mechanical truss to bearing l IF /(,' connection (by others) of plate capable of withstanding 412 lb uplift at joint 8 and 412 lb uplift at joint • .`QI5. 6) Special hanger(s) or connection(s) required to support concentrated load(s) 69.91b down and 74.41b up at 3-0-7, 3.61b down and 40.11b uq' •' G • ; at 3-9-12, and 3.61b down and 40.11b up at 4-8-4, and 9.91b down and 74.41b up at 5-5-9 on top chord, and 17.31b 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. 4.5 £1 • chord. Design for unspecified connection(s) is delegated to the building designer. ..a * 7) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. ..r1 ; t• 0 . STATF OF LOAD CASE(S) Standard 0% 110 .t•` 1) Regular. Lumber Increase=1.33, Plate Increase=1.33"(f••••Z Q 'R Q;+'' r•.`•••• i' Uniform Loads (plf) V (1 Vert: 1-2=-74.0, 2-3=-74.0, 34=-74.0, 5-8=-20.0 Concentrated Loads (lb) AWARNING - VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid lot use only with MRek connectors. This design is based only upon parameters shown, and is for on Individual buiding component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the elector. 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, OSS-89 Bracing Specification, and HIB-91 Handling lnstalllnq 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 Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat.. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachc: other. o J5 Q 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o U Qv ; Z:u joint and embed fully. Avoid knots and wane plates/B" from outside edge of o_ a ' at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chords lices at 114 length(* 6" from P06paneladjacentjoint.) BOTTOM CHORDSThissymbolindicatesthe 5, Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format rotor to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practices to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, 40" unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. - CLIP FORM016,O1G on uo- L O H=Ra-AIIR0 Job Truss Truss Type Qty Ply HORTON 14421399 DR1965E EG FLAT 1 1 optional) ACCUSPAN-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 Scab • 1:13 2 4,e = 1 44 = 2 2.4 II 3 3.10 = 5 4 2A II 2.4 II 4-1-8 8-3-0 r 4-1-8 4-1-8 LOADING (psf) SPACING 2-M CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.25 Vert(LL) 0.04 5 >999 M1120 2491190 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 I/defl = 360 Weight: 53 lb LUMBER BRACING TOP CHORD 2 X 6 SYP No.2ND TOP CHORD Sheathed or 6-M oc puriins, 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 '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, 34=-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-M to 8-3-0 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 1 13 t A LOAD CASES) Standard ••'` J•Ur jjJ 1) Regular. Lumber Increase=1.33, Plate Increase=1.33 `•. '•( Q +!. Jji Uniform Loads (plf) Vert: 4-0=-20.0, 1-3=-138.6 t No.45161 4TATE OF t s r'/.` R I'D"' wrr V " onraL A WARNING - Ver{fy design pamineters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. soss>•® Design valid for use only with Mfiek connectots. This design is based only upon parameters shown, and is lot an Individual building component to be Installed and boded vedbally. Applicability of design parameten 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 stabinty during construction is the responslbliity of the erectot. Additional permanent btbcing of the overran structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, election and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrb Drive, Madison, Wl53719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 01 re-/. * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. All TOP CHORDS 2. Cut members to bear tightly against eachc: a other. 0 WEBS J5 a:3. Place plates on each face of truss at each For 4 x 2 orientation, locate i , ; i Q joint and embed fully. Avoid knots and wane plates I/B" from outside edge of c o_ a ° V at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chords lacesP at /4 length(+ 6" fromCAC, panel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWESTJOINT 7. Camber is a non-structural consideration and MtTek/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. 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, 4010 unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional M iTek® engineer. T 15. Care should be exercised In handling, PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018.019 OfMR97-AIR0 Job Truss Truss Type Oty Ply HORTON DR1965E f=G ROOF TRUSS 1 2 14421400 optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:07:16 2003 Page 1 3-5-8 6-11-0 3-5-8 3-5-8 2x4 II 4.6 = Swle 1:21.8 1 44 — 7 2 B 3 ci 9 10 5 11 4 BxB = 2.4 II 2x4 11 0-p-4 3-5-8 6-11-0 0-0.4 3-5-8 3-5-8 LOADING (psf) SPACING 2-M CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.22 Vert(LL) 0.02 5-6 >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) 1 st LC LL Min I/deb = 360 Weight: 118 lb LUMBER BRACING TOP CHORD 2 X 6 SYP No.2ND TOP CHORD Sheathed or 6-" oc purlins, except end verticals. BOT CHORD 2 X 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=2288IMechanical Max Uplift6=-984(load case 2), 4=-1231(load case 2) FORCES (lb) - 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, 3-5=1954 NOTES (9) 1) 2-ply truss to be connected together with 1 Od 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6.r i!Q`,% 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 984 lb uplift at joint 6 and 1231 lb uplift at joint _\ •..:'Y lP! 4. 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 6. 8) Special hanger(s) or connection(s) required to support concentrated load(s) 452.01b down and 266.1lb up at 2-5-12, and 452.01b down I •` and 266.1lb up at 4-5-12, and 452.01b down and 266.1lb up at 6-9-4 on top chord, and 88.71b down and 27.21b up at 1-0-1, and 1411.61 f iQ 4 j 1 1downand789.91b 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 iris'CCdelegatedtothebuildingdesigner. 9) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 0 . STATE OF LOAD CASES) Standard 010 R I041.'•[ M••e• v A•'••; 1) Regular. Lumber Increase=1.33, Plate Increase=1.33VUniformLoads (plf) S aNIAf. Vert: 1-3=-74.0, 4-0=-20.0 V p Concentrated Loads (lb) WARNING - VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MiTek connectors. this design Is based only upon parameters shown, and Is for 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 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 OST-88 Quality Standard, DSB-BD Bracing Specification, and HIS-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute. 583 D'Onofrb Drive. Madison, Wl53719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS c2 Q 2, Cut members to bear tightly against each other. 0 a:3. WEBS J5 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 O at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chords licesP at 14 length(+ 6" frompanel adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in it J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWESTJOINT 7, Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection, PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses 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, PANELTM erection and installation of trusses, 1993 Mitek Holdings, Inc. CLIPFORM016, 019 ORQ 1R® Job Truss Truss Type Oty Ply HORTON 14421401 DR1965E J, ROOF TRUSS 20 1 optional) ACCU-SPAN-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 r t I 1-0-0 7-0-0 3 Scale = 1:16.6 5.00 72 3Aj 2 71 4 2.4 = 7.0-0 i 7-0-0 LOADING (psf) SPACING 2-M CSI DEFL in (loc) Well 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 I/defl = 360 Weight: 23 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-" oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-M 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 (lb) - 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,MWFIRS 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 E 131 4 No. 4.5161 ,k O 4TATE OF coRto,'' ANAL A WARNING - Verify dersiyn parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an Individual building component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is tot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, 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'Onottb Drive. Madison, WI53719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 44 pal 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 eachuQ other. o WEBS J5 a:3. Place plates on each face of truss at each For 4 x 2 orientation, locate iN;;Qjoint and embed fully. Avoid knots and wane plates/a" from outside edge of o a _ at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chordsP laces at 1/4 length(+ 6" fromCApanel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber Is a non-structural consideration and 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, 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 ofBEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. - 15. Care should be exercised in handling, TM PANEL erection and installation of trusses. 1993 Mitek Holdings, Inc. - CLIP FORM018,019 QANG-PAAtL @ HYDRQ',AIR® Job Truss Truss Type City Ply HORTON 14421402 DR19651E J3 ROOF TRUSS 3 1 optional) ACCU-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 5.00 12 2 2.4 = 5 4 1-0-0 1-4-0 3-0-0 1-0-0 0-4-0 1-8-0 LOADING (psf) SPACING 2-M CSI DEFL in (loc) Well 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(TL) -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 I/defl = 360 Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-0 oc puriins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 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, 2-3=29 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; MWFIRS 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 Ib 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 LJ tt' pia. 4 516 ' 0': ST'ATE OF = 0. 0RJIDM ANAL AwmmNO - VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. SEE Design valid for use only with Mllek connectors. This design b based only upon parameters shown, and Is lot on Individual building component to be Installed and boded vetticolly. Applicability of design potameters and proper Incorporation of component Is responsibility of building designet - not huss designer. Bracing shown Is for lateral suppolt of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the elector. Additional permanent brbcing of the overall structure Is the responslblllty of the building designer. For general guidance regarding fabrlaatbn, quality control, storage, delivery, election and bracing, consult OST-BB Quality Standard, DSO-89 Bracing Specification, and HIB-91 Handling Installing and Bracing Recommendation available from Truss Rfrb ateInstitute, 583 D'OnoDitve. Madison, WI 53719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t'i. *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to 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 c c other. 0 WEBS J5 rz 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o U Q joint and embed fully. Avoid knots and wane plates I/a" from outside edge of czi o_ a ° u at joint locations, truss and vertical web. a o 4. Unless otherwise noted, locate chords lacesP at I14 length(+ 6" fromceC, panel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in it 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 Jolnt/Plate Placement Chart. FARTHESTTO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. - 15. Care should be exercised In handling, PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. - CLIP FORMOI8,019 Job Truss Truss Type Oty Ply HORTON 14421403 DR1965t JG 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 r r 1-0-0 3-8-2 3-3-14 2.411 Stale • 1:1e.1 3 5,00 12 5 2 e 4 3.4 = 2.4 I I 7-0-0 I 7-D-0 LOADING (psf) SPACING 2-" CSI DEFL in (loc) Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.65 Vert(LL) n/a - n/a M1120 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 I/defl = 360 Weight: 33 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-" oc puriins, 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) 4=280/0-1-8, 2=361/0-" 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,MWFIRS 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 13.01b up at 1 8-0 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. it r f46) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. i/ LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plo I , yVert: 1-3=-74.0, 2-4=-20.0 >k No. 4•J1 Concentrated Loads (lb) Vert: 5=61.8 6=13.0 'Q * ` C'CC 4TATE OF ` oNa. A WARNING - VerVy destyn parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid lot 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. Appllcablllty of design parameters and proper Incofpotation of component Is responsibility of building deslgnet - not truss designer. Bracing shown Is lot lateral support of Individual web members only. Additional tempotaty bracing to Insure stability during construction Is the tesponsiblllfy of the erector. Additional permanent btacing of the ovefaB structure Is the responslbBlty of the building designer. For general guidance tegarding tabtication, quality contfol, storage, delivery, erection and bracing, consult 057-88 Quality Standard, 0SB-89 Bracing Specification, and HIB-91 Handling Installlnq and Bracing Rocommondalion available from Truss Plate Institute, 593 D'Onoo Drive. Madison. WI53719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/1 *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and securely building designer, erection supervisor, propertyseat. J2 J3 J4 owner and all other interested parties.. ll A" TOP CHORDS 2. Cut members to bear tightly against eachC7 " other. o WEBSbQ3. 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 I/8" from outside edge of o_ a at joint locations. truss and vertical web. a o Q, Unless otherwise noted, locate chords Ilces at 14 length(+ 6" from PceC, panel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design Is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and4X4perpendiculartoslots. Second in all respects, equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling Is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised In handling, PANEL T~ erection and installation of trusses. 1993 Mitek Holdings, Inc. • CLIP FORMOIB,OIV - MAIL Of , Job Truss Truss Type Oty Ply HORTON 14421404 DR1965E JG1 FLAT 1 1 o tional ACCU-SPAN-TH, LONGWOOD. FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:07:20 2003 Page 1 3-5-8 6-11-0 3-5-8 3-5-8 U4 = $Cale • 1:11,5 1 3.4 = 9 2 2.4 II 10 3 Ll 3.8 = 7 5 9 a 0 20 11 2X4 II 3-5-8 6-11-0 3-5-8 3-5-8 LOADING (pso SPACING 2-0-0 CSI DEFL in (loc) I/defl 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(TL) -0.04 4-5 >999 BCLL 0.0 Rep Stress Incr NO WB 0.42 Horz(TL) -0.00 4 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 360 Weight: 40 lb LOMBER 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 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) 6=689/0-1-8.4=792/0-1-8 Max Uplift6=-61 1 (load case 2), 4=-634(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. 3-5= 1385 NOTES (7) 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) 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 f i 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 4 1chord. 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. r ••;G(, LOAD CASE(S) Standard . 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 7 4,, Uniform Loads (plo Vert: 4-6=-20.0, 1-3=-74.0 Concentrated Loads (lb) ._ STATE OFVert: 7=-421.5 8=-368.9 9=-56.4 10=-11.6 0 , ss oRID ANAL A WARNING - VerVy derign paranwters 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 lot an Individual building component to be Installed and boded vetticolly. Applicability of design parameters and proper Incotpotatbn of component is tesponslblitty of building designer - not truss deslgnet. Bracing shown h for latetat support of Individual web members only. Additional temporary bracing to Insure stability during conshuctlan is the responsibility of the erectot. Additional permanent bracing of the overall sttuclure is the tesponslbllity of the building designer. Fat general guidance regarding fabrlcatbn, quality control. stotoge, delNety, erection and bracing, consuff GST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installina and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrb Drlve, Madison, W153719. MiTek® Symbols Numbering System AGeneral Safety Notes PLA,,TE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. k TOP CHORDS 2. Cut members to bear tightly against eachC: Q other. o WEBS J5 a: 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o „ , , ; Q joint and embed fully. Avoid knots and wane plates I/s" from outside edge of L) o_ a y V at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chordsplices at I/4 length(+ 6" from cuClpaneladjacent joint.) BOTTOM CHORDS Thissymbolindicatesthe5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MRek/ Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility PtYof truss fabricator, General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, 40` unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/ DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. - 15. Care should be exercised In handling, PANEL T~ erection and installation of trusses. 1993 Mitek Holdings, Inc. - CLIP FORM018. 019 _ MYDRO,A/R.® Job Truss Truss Type Oty Ply HORTON 14421405 DR1965E JG2 FLAT 1 1 optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:07:21 2003 Page 1 3.5-8 6-11-0 3.5-8 3-5-8 3A = So le • 1:11.5 1 3.4 = 9 2 2.4 II 10 3 3.8 = 7 5 8 4 2x4 II N4 II 3-5-8 6-11-0 3-5-8 3-5-8 LOADING (psf) SPACING 2-0-0 CST DEFL in (loc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 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 10-0-0 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=-0, 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; MWFIRS 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 r on top chord, and 423.61b down and 371.81b up at 2-11-8, and 372.31b down and 133.41b up at 4-11-12 on bottom chord. Design for / unspecified connection(s) is delegated to the building designer. _\ e •. 7) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. Q •/`jG(, LOAD CASE(S) Standard •• 1) Regular: Lumberincrease=1.33, Plate Increase=1.33 f !Q 4J1 Uniform Loads (plf) Vert:4-6=-20.0, 1-3=-74.0 Concentrated Loads (lb) •• STATE 0 tVert: 7=-423.6 8=-372.3 9=-37.1 10=3.1 0 • ; (y1c :• ORIR.. Old T AWARN7NG - VerVy design parameters and READ NOTES oNTNIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MiTek connectors. This design Is based only upon patametets shown, and Is for on IndNklual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incotpotatlon of component Is responsibility of building designer - not truss IMdesigner. Bracing shown Is for lateral support of Individual web members only. Additional tempotaty bracing to Insure stability during construction Is the responslblllly of the erector. Additional permanent btbcing of the overall structure Is the iesponslblilty of the building deslgnet. For general guidance regarding tobtloatlon, quality control, storage, dellvery, erection and btacing, consull OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 WelkeInstallingandBracingRecommendallonavailablefromTrussPlateInstitute, $83 D'Onoftlo Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 7. o Q 0 For 4 x 2 orientation, locate v plates 1/8" from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 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. Mi! MiTek® O FORM016.019 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 i at joint locations. as 4. Unless otherwise noted, locate chord splices o at IA panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. TM PANEL Q CLIP HYDRO -AIR 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 stocks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised In handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job Truss Truss Type Oty Ply HORTON 14421406 DR1965t K ROOF TRUSS 6 1 optional) ACCU-SPAN-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 7 1-0-0 5-0-0 Scale 1:13.0 5,00 12 2 1 4 2.4 = 5-0-0 5-0-0 LOADING (psf) SPACING 2-M CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.30 Vert(LL) n/a - n/a M1120 249/190 TCDL • 7.0 Lumber Increase 1.33 BC 0.08 Vert(TL) -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 I/deft = 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-M oc bracing. REACTIONS (lb/size) 3=155/Mechanical, 2=335/0-8-0, 4=46/Mechanical Max Horz 2=161(load case 5) Max Uplift3=-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 FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; paAially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable ofwithstanding 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) Standardit t4 P G`. i ieq. No. 4 5161 STATE OF%t fl a" 0 R IOar''' soNAL Januar AWARMNO - VerVy design parameter* and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid rot use only with MiTek connectors. This design Is based only upon parameters shown, and Is lot on Individual buldling 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 B the responsibility of the erector. Additional permanent bibcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult QST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installlna and Bracing BecomR mendatlon availablefromTrussateInstitute. 583 D'Onofrlo Drive, Madison, WI53719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat: ie, J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachczc3 other. 0 WEBS JS a:3. Place plates on each face of truss at eachQ"'* For 4 x 2 orientation, locate o „ w ; ; Q joint and embed fully. Avoid knots and wane plates/s" from outside edge of O a at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chords lacespI/4at panel length(+ 6" from adjacent joint.) ce C, c6 BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional M iTek® engineer. 15. Care should be exercised in handling, TM PANEL erection and installation of trusses. 1993 Mitek Holdings, Inc. - CLIP FORM016.019 GLAr4G-NAJL ® #fMRO,AIR®, .. Job Truss Truss Type City Ply HORTON DR1966E L ROOF TRUSS 6 1 14421407 optional) ACCUSPAN-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 3 1-0-0 3-M Scale • 1:8.7 5,D0 F12 2 4 f — 3-0-0 3-0-0 LOADING (psf) SPACING 2-" CSI DEFL in (loc) I/deFl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.11 Vert(LL) n/a - n/a M1120 249/190 TCDL ' 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) 0.01 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/defl = 360 Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-" oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. REACTIONS (lb/size) 3=69/Mechanical, 2=253/0-", 4=26/Mechanical Max Horz 2= 101 (load case 5) Max Uplift3=-99(load case 5). 2=-149(load case 4) FORCES (Ib) - 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 DtE.B jQ F t ' No. 4.5161 rTATE OF Lw 11 A WARNING - VeWy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MiTek connectors. this design b 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 responsiblBty of building designer - not truss designer. Bracing shown Is for lateral support of Individual web membets only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent btbcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and biocing, consun OST-88 Quality Standard, 056-89 Bracing Specification, and HIB-91 Handling Instoillna and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrla Drive. Madison, WI53719. MiTek® 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. 0 Q 0 For 4 x 2 orientation, locate 1: plates 1/8" from outside edge of CLtrussandverticalweb. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. 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 LEFTTO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40:1, continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTeke 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 1/4 panel length(* 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. PANEL TM CLIP HMRQ,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 tt. 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 DR1966E L1 ROOFTRUSS 2 1 14421408 optional) ACCU-SPAN-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.Oo 52 2 4 3-1-8 3-1-8 LOADING (psf) SPACING 2-" CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.11 Vert(LL) n/a - n/a M1120 249/190 TCDL ' 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) 0.01 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 360 Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.20 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) 3=75/Mechanical, 2=257/0-8-0, 4=27/Mechanical Max Horz 2= 1 04(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 le No. 4.5161 O : STATE OF r O R to.A' S`' VerVy deefyn parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. WARNING Design valid tot use only with MiTek connectors. This design Is based only upon parameters shown, and Is lot an Individual building component to be Instolled and loaded vertically. Applicability of design potametets and propel Incotpotatlon of component k tesponslbiBty of building designer - not truss deslgnet. Bracing shown is tot lateral support of Individual web members only. Additional temporaty bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall sttucture Is the iesponslblllty of the building designer. Fot general guidance regarding fabticatlon, quality control, storage, delivery, election and bracing, consult OST-88 Quality Standard, OSB-89 Bracing Spoci leatlon, and HIB-91 PlateHandlingInstallingandBracingRecommendationavailablefromTruss Institute, 5a3 D'Onofrlo Drlve. Madison, Wl53719. MiTek® Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat., 7 o 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 Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required 4011" continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. Uip 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 FARTH 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 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 joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at 14 panel length(* 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. PAPINEL T~ CLIPOfMRUAfR 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 DR1969E L24 ROOF TRUSS 1 1 14421409 optional) ACCU-SPAN-TH, LONGWOOD. FL 5.000 s Sep 4 2062 MiTek Industries, Inc. Mon Jan 27 16:14:31 2003 Page 1 2-5-8 2-5-8 Scale • 1:8.9 5.00 F12 2 1 41, = 3A 4 2-5-8 r 2-5-8 Plate Offsets X Y : 1:0-0-11 0-2-0 LOADIN . (psf) SPACING 2-M CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.10 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.02 Vert(TL) -0.00 1-4 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BC,DL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/deft = 360 Weight: 10 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-1-8 oc puriins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. SLIDER Left 2 X 4 SYP No.3 1-4-15 REACTIONS (lb/size) 1=113/0-1-8, 3=89/Mechanical, 4=24/Mechanical Max Harz 1=95(load case 5) Max Uplift I=-39(load case 5), 3=-102(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=-40, 2-3=27 BOT CHORD 1-4=0 NOTES (5) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially; MWFIRS 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 39 lb uplift at joint 1 and 102 lb uplift at joint 3. 5) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. iF— 13 LOAD CASE(S) Standard ,...... ft ' t : No. 4 5161 cc STATE OF 0RIoo'*' A WARNINO - Ve ft design pararrseter* and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid tot use only with MITek connectors. this design Is based only upon parameters shown, and is 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 Daldesigner. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the Iesponsdblllty of the erector. Additional permanent brbcdng of the oveto8 structure Is the responsibility of the building designer. For general guidance tegatding fabticatlon, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installlnq and Bracing Rocommorsdatlon available from Truss institute, 583 D'Onofrlo D1Ne. Madison. Wl53719. Plate MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 44 re,t'i4 *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.. fill TOP CHORDS 2. Cut members to bear tightly against eachuQ other. o 3. Place plates on each face of truss at each For 4 x 2 orientation, locate QjointXboQandembedfully. Avoid knots and wane plates I/a"from outside edge of4. U o at joint locations. truss and vertical web. a Unless otherwise noted, locate chords laces length(+ 6" from PC, at 114 panel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5, Unless otherwise noted, moisture content of required direction of slots in Jt J8 V J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MRek/Gang-Nall Joint/Plate Placement Chart. FARTHESTTOTHE LEFT. is the responsibilityPtY 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, 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 ofBEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur, stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised In handling, IBM TM PANEL erection and installation of trusses, 1993 Mitek Holdings, Inc. • CLIP FORM016,019 HYDRO-AW ® . Job Truss Truss Type City Ply HORTON 14421410 DR1968)E 1!27 ROOFTRUSS 1 1 optional) ACCU-SPAN-TH, LONGWOOD. FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:14:48 2003 Page 1 2-8-8 2-8-8 Swle - 1:8,9 5.09 F2 7 2-8-8 2-8-8 LOADING (psf) SPACING 2-M CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.10 Vert(LL) n/a - n/a M1120 249/190 TCDL , 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) -0.00 1-3 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/defl = 360 Weight: 9 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-1-8 oc puriins. 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 Horz 1=95(load case 5) Max Upliftl=46(load case 5), 2=-107(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=35 BOT CHORD 1-3=0 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) 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 ofwithstanding 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 p1E 811D TFic,'G No. 4 5161 , y o Boa••'' ss o iAL•' A WARNING - Ver(fy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with Mllek 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 b for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent 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 CST -Be Quality Standard, 0SB-80 Bracing Specification, and HIB-91 Handling Installlnq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofilo Drive. Madison, WI 53710. MiTek® Symbols PLATE LOCATION AND ORIENTATION 11/1 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides -of truss and securely seat, For 4 x 2 orientation, locate plates /e" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS c7 c WEBS J5 0 0 cc O a ° vO a ca w u BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MtTek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40 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. N MiTek® O PANEL TM CLIP FORMOIB,OIV anHawna ® MRO-AIN0. 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 /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 Oty Ply HORTON DR196 E ' M' ROOF TRUSS 16 1 14421411 optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Mon Jan 27 16:07:26 2003 Page 1 3 1-0-0 1-0-0 r 1-0-0 1-0-0 Scale • 1:5.2 2 5.00 12 1 4 1-0-0 2.4 = 1-0-0 LOADING (psi) SPACING 2-" CSI DEFL in (loc) Udefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.08 Vert(LL) n/a - n/a M1120 249/190 TCDL ' 7.0 Lumber Increase 1.33 BC 0.00 Vert(TL) 0.01 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/dell = 360 Weight: 5 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-0-0 oc puriins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3=-17/Mechanical, 2=177/0-8-0, 4=9/Mechanical Max Horz 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, 2-3=-37 BOT CHORD 24=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 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 is 8!!4 No, 4.5161 ccY t 4TATE OF OR cog•' A WARNING - Verjfy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid tot use only with MITek connectors. This design is based only upon parameters shown, and is for an Individual bullding component to be Inslalled and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is tot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent brbcing of the overall structure is the responsibility of the building designer. For general guidance regarding tabticatbn, quality control, storage, delivery. erection and bracing, consult OST-6a Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installlnq and Bracing Recommendation ovollobie from Truss Plate Institute, SW 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 Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. All TOP CHORDS 2. Cut members to bear tightly against each17-1 other. o WEBS 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o , ccajoint and embed fully. Avoid knots and wane plates/e" from outside edge of a yIJ5o at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chords lacesPatI /4 length(* 6" fromcapanel 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 formal refer to the AROUND THE TRUSS STARTING AT THE LOWESTJOINT 7. Camber is a non-structural consideration and MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to comber 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. Boftom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling Is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised In handling, JIM PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORMO1Q019 NYDRO,A/l7® Job Truss Truss Type Oty, Ply HORTON 14421412 R196SE j; 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 Scala- 16,3 3,54 12 3z4 S 3 2 El 2a4 II 7 6 5 2.4 = 3.4 5-3-5 9-9-15 9-1 -13 5-3-5 4-6-10 0-0-14 LOADING (psi) SPACING 2-" CSI DEFL in (loc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.49 Vert(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 WB 0.41 Horz(TL) 0.01 5 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/defl = 360 Weight: 41 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-11-9 oc purtins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 8-3-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 4=308/Mechanical, 2=514/0-11-5, 5=429/Mechanical Max Horz 2=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. Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard B`+%,% 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 fr`tErE Uniform Loads (plo oY Q ,oi1, i7VVert: 1-8=-74.0 C•: Trapezoidal Loads (plo Vert: 8=0.0-to-4=-183.1, 2=-1.7-to-5=49.5 f N0. 4.5161 r STATE OF S NAL 0 WARMNO - Ver(jy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 1111111111itlp Design valid for use only with MITek connectors. this design If based only upon parameters shown, and Is for on Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent 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 QST-88 Quality Standard, OSS-89 Bracing Specification, and HIB-91 M iTek® Handling Installlnq and Bracing Recommendation available from Truss Plate Institute, 593 D'Onofrlo Drive. Madison, Wl53719. Symbols PLATE LOCATION AND ORIENTATION 13/1 *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 Q 0 For 4 x 2 orientation, locate plates I/8" from outside edge of 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 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. 2423 MiTeko 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 o at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at I/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. ISO PANEL T~ CLIP MYDRO,A/R 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 toad deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stocks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, r erection and installation of trusses. 1993 Mitek Holdings, Inc. r. Job Truss Truss Type Oty, Ply HORTON 14421413 DR196z','E 4i1 ROOF TRUSS 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 3 Sca • 1:9.7 3.54 Fl2 n 2 5 4 2.4 = 4-5-1 4-5110 4-5-1 0-0-9 LOADING (psi) SPACING 2-M CSI DEFL in (loc) Well 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(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min I/defl = 360 Weight: 16 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-5-1 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3=87/Mechanical, 2=218/0-11-5, 4=31/Mechanical Max Horz2=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 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 101 lb uplift at joint 3 and 120 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 i BI iUniformLoads (plf) Trapezoidal Loads (plf) Vert: 5=0.0-to-3=-81.8, 2=-1.7-to4=-22.1 %, iSTATEOF sonraL Jdrl AWARMNO - VerVfy desrtpn parasnetern and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid 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 venially. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss Billdesigner. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure &labWty during construction Is the responsibility of the erector. Additional permanent brDcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consul) OST-88 Quality Standard, OSS-89 Bracing Specification, and HIB-91 MiTek® Handling installing and Bracing Recommendallon available from Truss Plate institute, 583 D'Onofilo Drive, Madison, WI53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1314 * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachirother. a:3. WEBS J5 Place plates on each face of truss at each For 4 x 2 orientation, locate o Q o joint and embed fully. Avoid knots and wane at joint locations. plates/a" from outside edge of a y truss and vertical web. a 4. Unless otherwise noted, locate chordsplices 1/ 4 ce , 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 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! MiTeko FORM018. 019 PAPE NELTM O, MYDRO,A1R 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. r- 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job Truss Truss Type Oty Ply HORTON 14421414 DR1965E 2 ROOFTRUSS 2 1 optional) ACCU-SPAN-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 3,54 F2 2 2.4 = 5 4 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 floc) 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 I/deft = 360 Weight: 15 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-2-15 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. REACTIONS (lb/size) 3=91/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 i 131) Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) V``' •, l / J •;G`Q J C• Trapezoidal Loads (plf) i d Vert: 2 -0.0 to-3_ 78.5, 2_ 0.0 to-4_ 21.2 / No. 4.5161 0 OTATE OF 0 R too. aniaL AWARNING - VerVfy deetyn parameters and READ NOTES ON TIDs AND REVERSE SIDE BEFORE USE. Design valid for use only with Mfiek 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 responslbllity of the erector. Additional permanent brbcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult CST-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 Handling Installing and Bracing Recommendation ovallable from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/1. * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply l . Provide copies of this truss design to theplatestobothsidesoftrussandbuildingdesigner, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each other. Q 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 r/e" from outside edge of o d ° at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chordsplices r/ 4 atpanel length(+ 6" from adjacent joint.) caBOTTOM CHORDS Thissymbolindicatesthe5, Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and 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 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/ DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur, stacks of construction materials. Mi! 14. Do not cut or alter truss member or plate without prior approval of a professional M iTek® engineer. 15. Care should be exercised in handling, - T~ PAPINELerection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM016, 019 HYPRO,/1/R0. Job Truss Truss Type Qty Ply HORTON DR196bE ` 4 ROOF TRUSS 1 1 14421415 o tional 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 1.63 3.54 FI2 2 5 1 4 2-4-5 4 — 2-4-5 LOADING(psf) SPACING 2-0-0 CSI DEFL in floc) 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-" oc bracing. REACTIONS (lb/size) 3=-22/Mechanical, 2=195/0-11-5, 4=10/Mechanical Max Horz2=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 1-5=24, 2-5=24, 2-3=-27 BOT CHORD 24=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,,MWFIRS 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 i r f Uniform Loads (plf) k F e.4 Trapezoidal falLoads (plo ' G` Q+I Vert: 5 -52.3, 2=-2.1 to-4=-14.1 I0-to-3_ No. 4.5161 O STATE OF toss` 6 o R,o, - VAt. AWARNING - Verf fy desfyn parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with Mffek 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 doblilty during construction Is the responsibility of the erector. Additional permanent bibcing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installing and Bracing Becommendallon available from Pun 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 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 eachczQ other, 0 WEBSQ 3. Place plates on each face of truss at each4"4:* Forolc 4 x 2 orientation, locate o a Q0 ; '' ;o_ Ac, joint and embed fully. Avoid knots and wane from outside edge ofplattruss d at joint locations. truss and vertical web. a d a o 4. Unless otherwise noted, locate chordsplices at 1/4 length(+ 6" from C, panel adjacent joint.) BOTTOM CHORDS Thissymbolindicatesthe5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED1 CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHF. LOWESTJOINT 7. Camber is a non-structural consideration and MITek/ Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/ DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised In handling, - TM PAPINELerection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018, 0I9 OfMR0,41IR0 0 I o I CD d 11 A7------------- L A9 A11 A13 A15 A17 A19 A A A A A A i A A A A A19 A15 A1314-0 FLA CLG. D h iM • 2 1 ii Iti II iij L1 L1 Ir -'ii ii i ` 7ii Ih X FRAMIN I K I L M IV------------ NjM 3-4-7 13-4-0 BRG, IN ENTRY 8-6-0 I 9-0-0 15-0-0 5-0-0 20-0-0 9-4-0 BRG, UNLESS NOTED RN I N C' : ALL BEARING WALLS TO BE PLACED J L 1 PLY HGR. I C TI C'E! ! REVIEW ALL SPAN DIMENSIONS--BRG. WALLS PRIOR TO SETTING TRUSSES.. I , (S 2 PLY HGR. IENIGNEERED DRAWINGS--LOADING--PITCH AND OVER/HANGS I- - — - - WALLS SHOWN ARE TO BE BEARING._ — I d 3 PLY HGR. SIGNED APPROVAL: X I JOB NUMBER: DR1965E DATE: 10-25-02 PITCH:^ BLOCK SHINGLES 407-321-1440C CU SPAN CUSTOMER: D.R. HORTON 5 H: 12" BY: T.H JOB NAME: MODEL 1965 "E" ELEV.