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312 Clydesdale Cir - BR03-001521 (BAKERS CROSSING) (SFR) DOCUMENTSPERMIT ADDRESS CONTRACTOR D R Horton ADDRESS 6250 Hazeltine Nat'l Dr #102 Orlando, FL 32822 407)857-9101 PHONE NUMBER CBC 055300 PROPERTY ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR \V) a" MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR FEE PERMIT NUMBER FEE t1 t7 SUBDIVISION C_ _ cn PERMIT # 0 J - 15 DATE - L PERMIT DESCRIPTION - V-- PERMIT VALUATION SQUARE FOOTAGE r-9 C i 0 0 d a CERTIFICATE OF iMCY / COMPLETION This is to certify that the building located at 312 CLYDESDALE CIR for which permit 03-00001521 has heretofore been issued on 4/11/03 has been completed according to plans and specifications filed in the office of the Buildin Official prior to the issuance of said building permit, to wit as i S;r,.( complies with all the building, plumbing,-electri al, zoni g 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 DATE APPROVAL BUILDING: - FIRE: Finaled P 2 03 (,+ Inspected ZONING: Inspected UTILITIES: Water Sewer Lines In , M,Ckj Lines In Meter 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 AMOUNT 5 16 03 5/23/03 4/11/03 4/30/03 4/14/03 4/11/03 4/11/03 4/11/03 20.00 20.00 10.00 10.00 10.00 10.00 59.27 54.00 VCYCERTIFICATEOF / COMPLETION PAGE: 2 This is to certify that the building located at 312 CLYDESDALE CIR for which permit 03-00001521 has heretofore been issued on 4/11/03 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 O1-OPEN SPACE O1-POLICE IMPACT - RESID O1-RADON GAS TAX FEE O1-ROAD IMPACT FEES O1-RECOVERY FD/CERT. PGM O1-SCHOOL IMPACT FEE WD IMPACT:SINGLE FAMILY SD IMPACT:SINGLE FAMILY 4/11/03 279.61 4/11/03 91.93 4/11/03 11.44 4/11/03 847.00 4/11/03 11.45 4/11/03 1384.00 4/11/03 650.00 4/11/03 1700.00 DR'f-br*ry 71 M F100"I -74bM OWNER BUILDING OFFICIAL / DATE CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** DATE: PERMIT #: ADDRESS: CONTRACTOR: PHONE #: 6/20/03 03-1521 312 CLYDESDALE CIR BAKERS CROSSING D R HORTON MARK - 407466-4366 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. Engineerin of &y a,3 Fire Public Works Utilities JZoning Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** DATE: PERMIT #: ADDRESS: CONTRACTOR: PHONE #: 6/20/03 03-1521 312 CLYDESDALE CIR BAKERS CROSSING D R HORTON MARK - 407466-4366 a- z- /Z4/7/ -- 3086:2, 3+ 12uctrer- CITY OF SANFORD N 23 2003 RECEIVED 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 7Fire 3• JA- Public Works ?sIn+mdnS DZoning Utilities Licensing CONDITIONS: ( TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** DATE: 6/20/03 PERMIT #: 03-1521 ADDRESS: 312 CLYDESDALE CIR BAKERS CROSSING CONTRACTOR: D R HORTON PHONE #: MARK - 407466-4366 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 iWorks pw- jub1ctilities N o- 3 DFire Zoning ElLicensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) 19 itj IV- A, CITY OF SANFORD. FL i UTILITIES DEPARTMENT REQUEST FOR FINAL REINSPECTION DATE z- ADDRESS CONTRACTORV THE BUILDING DEPARTMENT HAS PREPARED A C'.OF 0.-- FOR' THE ABOVE LOCATION AND THE INITIAL INSPECTION WAS ' DENIED DUE : O. UTILITY RELATED ITEMS. THE CONTRACTOR IS.RLQUESTING A. REINSPECTION OF' RELA T ED ITEMS AND 1S NOW AS FOLLOWS. INSPE. CTO ca x+a?7 5'i iarFc^ii'Ya'?`"'.'.;C'?'.'. a.?•=.xa.x_.'zr..i!v--tF_:? rr-. '_r'... .'"i. ;1 s-c .._.-_,. .-c--^r-u r..r vw.w.-. .i RTIFCATF (-)F OCCUPANCY kzt,,iUEST FOR I1iNSPECTION SINGLE FAMILY RESIDENCE**** DATE: PERMIT #: ADDRESS: CONTRACTOR: PHONE #: 6/ 20/03 03- 1521 312 CLYDESDALE CIR BAKERS CROSSING D R HORTON MARK - 407-466-4366 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 ublic Works Utilities . 6.G 6/Z y/o3 LJFire 7Zoning Licensing V Q. I , 'e, CONDITIONS: ( TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires July 31, 2002 ELEVATION CERTIFICATE Important: Read the instructions on pages I.7. SECTION A - PROPERTY OWNER INFORMATION For Insumne Company Use: BUILDING OWNER'S NAME Policy Number D.R. HORTON HOMES BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 312 CLYDESDALE CIRCLE CITY STATE ZIP CODE SANFORD FL PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 3, BAKERS CROSSING, PHASE 2 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE 0 GPS (type): No - ##' - ##.W or ##.#####9 NAD 1927 NAD 1983 USGS Quad Map Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME B3. STATE SEMINOLE COUNTY 120294 SEMINOLE FLORIDA B4. MAP AND PANEL B5. SUFFIX 87. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER 66. FIRM INDEX DATE EFFECTNhE REVISED DATE B8. FLOOD ZONE(S) Zone AO, use depth of floocrM) 0045 E 4117195 4/17195 X 24S 610. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. FIS Profile FIRM Community Determined ® Other (Describe): NEAL HILER ENGINEERING, INC. B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 NAVD 1988 Other (Describe): _ B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ® No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Construction Drawings' Building Under Construction' ® Finished Construction A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed -L 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones Al AM, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, ARIA, AR/AE, ARIA1-A30, AR/AH, AR/AO Complete Items C3.-a4 below according to the building diagram specified in Item C2. State the datum used. If the datum is different from a datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space ' ed or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum NGVD29 Conversion/Comments Elevation reference mark used Does the elevation reference mark used appear on the FIRM? Yes ®No o a) Top of bottom floor (including basement or endosure) 48. 7 ft(m) d o b) Top of next higher floor N/A. ft(m) rn ' o c) Bottom of lowest horizontal structural member (V zones only) N/A . L(m) N c- o d) Attached garage (top of slab) 48. 2 ft.(m) o e) Lowest elevation of machinery and/or equipment servicing the building (Describe in a Comments area) 48.0 fl.(m) E o f) Lowest adjacent (finished) grade (LAG) 46.6 ft.(m) Z o g) Highest adjacent (finished) grade (HAG) 47. 5 ft.(m) d o h) No. of permanent openings (flood vents) within 1 fL above adjacent grade 0 o i) Total area of all permanent openings (flood vents) in C3.h 0 sq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U. S. Code, Section 1001. CERTIFIERS NAME: DAVID M. DEFIUPPO LICENSE NUMBER: 5038 TITLE: PROFESSIONAL SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE 320_E. SOUTH STREET, STE.180 ORLANDO FL 32801 I Z l2 /. f / ) DATE TELEPHONE 661 503 (407) 426-7979 FEMA Form 81-31, JUL 00 SEE REVERSE SIDE FOR CONTINUATION REPLACES ALL PREVIOUS EDITIONS IMPORTANT: In these spaces, copy the corresponding information from Section A For insurance Company Use, BUILDING STREET ADDRESS (Indudirg Apt, Unit Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number 312 CLYDESDALE CIRCLE ' CITY STATE ZIP CODE Company NAIC Number SANFORD FL SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Cnnv both sides cif this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS Gi r,inTinNc CNnnml WF:PF:nN APF RASFD ON SEMINOLE COUNTY VERTICAL CONTROL; MACHINERY DESCRIBED IN C3-E IS AN A/C UNIT Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. El. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ fL(m) _in.(cn) above or below (check one) the highest adjacent grade. (Use natural grade, 9 available). E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is _ ft(m) _in.(crn) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community s floodplain management ordinance? Yes No Unknown. The local official must certify this infomlation in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or awner's authorized representative who completes Sections A, B. C (Items C3.h and C3.i only), and E for Zone A (without a FEMA4ssued or corrununity- issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are coned to the best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordiaance to administer the community's floodplain management ordinance can complete Sections A, B. C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and An below. G1. The information in Section C was taken ftotn other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. A community official completed Section E for a building located in Zone A (without a FEMA4ssued or cbmmunity4ssued BFE) or Zone AO. G3. The following information (Items G4-G9) is provided for community floodpUn management purposes. G7. This permit has been issued for. New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: — _fL(m) Datum: — G9. BFE or (in Zone AO) depth of flooding at the building site is: _ ft(m) Datum: LOCAL OFFICIALS NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Check here if attachments FEMA Form 81-31, JUL 00 REPLACES ALL PREVIOUS EDITIONS PLATOF SURVEY DESCRIPTION: A PARCEL OF LAND LYING AND BEING IN SECTION 18, TOWNSHIP 20 SOUTH, RANGE 31 EAST, CITY OF SANFORD, SEMINOLE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHWEST CORNER OF LOT 25, BAKERS CROSSING PHASE 1, PLAT BOOK 60 PAGES 27 THROUGH 29; THENCE RUN N00'25'30"E A DISTANCE OF 89.73 FEET; THENCE RUN S89'33'46"E A DISTANCE OF 3.38 FEET: THENCE RUN• N 00'25'29"E A DISTANCE OF 30.28 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE N00'25'29"E A DISTANCE OF 60.00 FEET; THENCE S89'34'30"E A DISTANCE:'*OF 72.60 FEET; THENCE S51'23'10"E A DISTANCE OF 63.70 FEET TO A POINT ON A NON TANGENT CURVE, SAID CURVE BEING CONCAVE SOUTHEASTERLY, HAVE A RADIUS OF 75.00 FEET; THENCE SOUTHWESTERLY ALONG ARC OF SAID CURVE' A DISTANCE OF 23.70 FEET THROUGH A CENTRAL ANGLE OF 18' 06'25": THENCE N89'34'30"W A DISTANCE OF 111.18 FEET TO THE POINT OF BEGINNING, CONTAINING 0.14 ACRES t. CERTIFIED TO AND FOR THE EXCLUSIVE USE OF: D. R.H. TITLE COMPANY OF FLORIDA INC. FIDELITY NATIONAL TITLE INSURANCE COMPANY OF PENNSYLVANIA CFI MORTGAGE COMPANY, I , LTD. POINT OF" BEGINNING 3. 38' S89' 33'46"E Zo 5 w CI) n7.2 N U7) d O O 1 Z 26.0' 9. 0' O O J N 000 0 11 LOT 4 S89' 34'30"E 72. 60' 46. 7 d o N ONE STORY CONCRETE BLOCK RESIDENCE FINISH FLOOR ELEVATION= 48.73 3.T O. 59. 3' a I N89'34'30"W U O '^ NON RADIAL w v. O in s o LOT 2 POINT OF COMMENCEMENT NORTHWEST CORNER OF LOT 25. LOT 25 BAKERS CROSSING PHASE I, PLAT BOOK 60, PAGES 27-29. 1 NOTE: ' 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY. IF ANY. 2. PROPERTY CORNERS SHOWN HEREON WERE SET/ FOUND ON 06-23-03, UNLESS OTHERWISE SHOWN. 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120289 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, AREA OUTSIDE 100 YEAR FLOOD. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS FURNISHED. BEARINGS SHOWN HEREON ARE BASED ON THE SOUTHERLY LINE OF LOT 3 AS BEING N89'34'30" W PER PLAT. FIELD DAIS:) 4/02 SCALE: 1 = 30 FEET APPROVED BY: WRM JOB NO. ASM39545 DRAWN BY: REVISED: IMBOARD 4-10-03 CKO T PLAN 2-17-03 JML L PLOT PLAN 1-21-03 O A= 18*06' 25" R= 75.00' L= 23.70' CB= S29'33'38"W C= 23.60' 1" = 30' GRAPHIC SCALE 6 15 30 y 205. 55 50. 0 Ovl PT S 1s J` Off` Di j o Go o,o P .• o m JVCgI 0 ry Q PC Q CENTERLINE OF o4 RIGHT OF WAY NOTE: THE FINISHED FLOOR ELEVATION OF THIS STRUCTURE MEETS OR EXCEEDS THE THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). LEGEND BUILDING SETBACK LINE CENTERLINE RIGHT OF WAY LINE 4B? EXISTING ELEVATION O CONCRETE LB LAND SURVEYING BUSINESS LS LAND SURVEYOR PRM PERMANENT REFERENCE MONUMENT PCP PERMANENT CONTROL POINT P) PER PLAT M) MEASURED FND FOUND C/ V/ CONCRETE WALK SW SIDEWALK CP CONCRETE PAD CS CONCRETE SLAB C CHORD LENGTH PK PARKER KALON R RADIUS POC POINT OF CURVE AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER L8N6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO. FLORIDA 32801- ( 407) 426-7979 FND NAIL AND DISC LB # 6393 (05/23/03) FND 1/2" IRON' ROD AND CAP oLB16393 (06/23/03) CNA CORNER NOT ACCESSIBLE 6 DENOTES DELTA ANGLE L DENOTES ARC LENGTH C. B. DENOTES CHORD BEARING PC DENOTES POINT OF CURVATURE PI DENOTES POINT OF INTERSECTION PRC DENOTES POINT OF REVERSE CURVATURE PT DENOTES POINT OF TANGENCY TYP TYPICAL A/ C AIR CONDITIONER CBw CONCRETE BLOCK WALL RP RADIUS POINT OHU OVERHEAD UTILITY LINE ID IDENTIFICATION POL POINT ON LINE PCC POINT OF COMPOUND CURVE I HEREBY CERTIFY, THAT THIS BOUNDARY SURVEY, SUBJECT TO THE SURVEYOR'S NOTES CONTAINED HEREON MEETS THE APPLICABLE MINIMUM TECHNICAL STANDARDS" SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61G) 7-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027, FLORIDA VID M. DeFILIPPO FOR THE FIRM 50385038 DATE CITY OF SANFORD PLUMBING PERMIT APPLICATION Permit Number. Date: y I ) -41 7 The undersigned hereby applies for a permit to install the following plumbing: Owner's Name: Address of Job: 2 3 v-k-e,i C-oSS.' 31 2 C f' o0nral -Le Cam. ADVANTAGE PLUM ING, INC. Plumbing Contractor. P.O. BOX f.2nnu FLORIDA 32762-0027 Residential: (- 407 366 on - esid 1 1: By Signing this application I am stating that I am in compliance with City of Sa Applicant's Signature S'+e,. r-7,p 7g Stale License Number ADVANTAGE PLUMBING, INC. OVIEDO 0- BOXg20027 Q7) 366-3114 2.0027 CITY OF SANFORD MECHANICAL PERMIT APPLICATION Permit Number: Date: The.undersigned hereby applies for a permit to imiall the following equipment: Owner's Name:/ Address of Job: _ 3 f 2- Mechanical Contractor: A Residential Non -Residential State License Number 03-IS21 THIS INSTRUMENT PREPARED BY: Patricia L. Coulton D.R. Horton, Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 RECORD AND RETURN TO: D.R. Horton Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 NARYME HORSE,- CLERK OF. CIRCUIT COURT BRINDLE COUNTY OK 04775 PG 1601 CLERK'S # 2003059916 RECORDED 04/10/2M 10s52s22 RIN RECORDING FEES 6.00 RECORDED BY N Noldoss NOTICE OF COMMENCEMENT Prepare in duplicate) The undersigned hereby gives notice that improvernent will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in the Notice of Commencement. Description of property: Lot(s) 2, 3, 5, 2072121 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 #: Wm Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Surety (if any): Address: Phone #: Amount of bond: $0.00 Fax #: Lender: Phone #: Address: Fax #: Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7, Florida Statutes: Name: Address: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided inSection713.13(1)(b), Florida Statutes: Name: Address: 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. Flo Inc. 0 by: o rt awso sststant ecretary Corporate Seal) STATE OF FLORIDA COUNTY OF ORANGE The foregoing instrument was acknowledged before me this day of 2003 by Robert A. Lawson Assistant Secretary of D.R. Horton, Iri ., a e aware Corporation, on behalf o the corporation. He/She is personally Gown to me. Notary Public, State and County Aforesaid gnature Notary Seal APR 14 "I,, GLI(I tlu) Cop, MAOYANNE Mom MAK OF CIRCUIT COUR'll SEMINOLE COUNTY. FLORVA OChdGWIN i3-06-203 7:09AM Rl1r t tMKr:!0"ra -. ,, ..-,r'r,Y u,wr r.y'•rnr-.••.n....:q,. c ....., ,,.. ....., CITY OF SANFORD PERMIT APPLICATION Permit tt : (9 Job Address: 3 L4 S c(G`-e Description of Work: 2.(e i C G IIi 4.Vrlf pialrletl nnigp: Value of Work: $ Permit Typci Building,— Electrical . Mechanical Plumbing__ Fire Sprinkler/Alarm Pool Electrical: New Service Addition/Alteration Change of jcrvicc 1eTempotgryP0— Mtchanical: Residential _ Non-Rcsrdcnm tialReplaceent —_ New (Duct Layout &Energy Cklc. Required) Plumbing/ New Commercial: 1$ of Fixtures tt of Water & Sewer Lincs a of Gas Lines _ Plumbing/ New Residential: tt of Water Closets,_ Plumbing Repair— Reiidential or Commercial Occupancy Type: Residential V- Commercial Industrial __ Total Square Footage: _— Construction Type: tt of Stories: tt of Dwelling Units: Flood Zone: , (FEMA form required for other than x) Parch a: Owncra Name & Addreaa: Zl" C- s U r ( 3 i Phnnr._i O J 7_ 11 Contractor ame &Address: t 1. 2 reIG{ Z% y MState License Numher E Fhotie& Fax: `I -7 _ _j—Ll t4 14, Contact Person: ) r 1. ee — Bonding (: nmpsny- Addre. k•- Nortgabt Lender. Address: Ivd C- 0as15-— Phoy, — 3z8 Lv3 Phonc. ArchitseVEnginttr: - -- Fas: Addrac -. Application is hereby made to obtain a permit a, do the work snd installations as indicated. I certify that no wink or installation has comtnenced pnor to the Issuance ofapermitandthatallworkwillbeperformedtorrteeistandardsofalllawsregulatingconstructioninthisjurisdiction. I understand that . separate pamil mustbesecuredrorELECTRICALWORK- PLUMBING. SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: 1 cenity that all of the foregoing information it, accurate s,nd that all warh will be done in compliance with all applicable laws regulating constntcsion andzoning. WARNING TO OWNER: YOUR FAILURE TO RECOFD A NOTICE OF COMM ENCEM6N'r MAY RESULT IN YOUR PAYING TIV)CEFORIMPROVEMENTSTOYOURPROPERTY. IF YOU NTEND TO :)STAN FINANCING. CONSULT WrrH YOUR LENDER OR AN ATTORNEY BEFORE Rb:C:DRDINO YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition m the requirements of thin permit, there rnay he additional restrictions applicable to this property that nvy be found in the public records of this county, and there nuy be additional permits rcquirod f ram other govemmcrital •7fmha weh as Moter m.nagement districts, state agencies, or federal agencies. Acceptance of permit is vcrirlcution ihat I will notify the owner ol'the property of the requirements of ncir' )cn Law, F. 13. Signature of Owner/Agent Ualc f COntraetnt .4gc+it Date V ..._. Ck e S Print Owncr/ Agcnl's Name Date SUu: c Signaure ofrySutrof Flnnda &;;ig L.ncNAG. nt it _._ Yeiiun0ny Known w Ma ui t.'w,inetnr/Agcn1 u V Yrrt6117'ly Known to Mc n Yruduia110 Noduccn 11) i '. tl'It)\ AYI'IIOVI•,il (IV• Illd• /uuib: I:nlnic: _--_ hJ _ — I'I',.Il' tn,uIsl a Ualc) (dwri.il J DLA:c Inil,al Ihtu) (Initial aL Date) S .0a COUNTY OF S[MINUL[ IMPACT FEE STATEMENT ISSUED BY CITY OF SANFORD 3TA7EMENT NUMBER 103-75360 ' DATE: BUILDING PERMIT NUMBER: (CITY) COUNTY NUMBER: UNIT ADDRESS: TKAFFIC ZONE: AURISnlCTIOic SEC: TWP: RNG: PARCEL: SUBDIVISION: u C a.0 TRACT: PLAT BOOK: PLAT BOOK PAGEr BLOCK: OWNER NAME:; w _ , -----' --------------'—'-----' AD1)RESS: APPLICANT NAM[: ADDRESS: LAND UEE CATEGORY: 001 - Single Family Detached Houye TYPE USE: Reoidential WORK DESCRIPTION: Single Family House: Detached - Construction FEE BEHEFIT RA7E FEE UNIT RATE PER # TYPE TOTAL DUE TYP[ DIST SCHEDULE DESC. UNIT OF UNITS WAS------------------------------------------------------------------------ ROADS ARTERIALS CO -WIDE O dwl unit 705.00 1 $ 705.00 ROADC COLLECTORS NORTH O dwl unit 142.00 1 $ 142.0() LIBRARY CO -WIDE O dwl unit 54.00 1 $ 54.00 SCHOOLS CO -WIDE O dwl unit 1,384.30 1 $ 1,3n4.0o AMOUNT DUE $ 2,285.00 TATEMENT REC[IV[D BY: r\L--/] 3IGNATURE: PLEASE PRINT NAME) DAT[: HOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YCUR LIABILITY FOR THE FEE. Af*l: DISTRIBUTION: 1-COUNTY 3-CITY 2-APPLICANT 4-COUNTY NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHICH ARE DUE AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PERMIT. PEROONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATIONS OF THE ROAD, LIBRARY SYSTEM A}|D/OR EDUCATIONAL (SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REOLEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF T!!E COUNTY LAND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING APPEAL''; MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE!: 1101 [ACT FIRST STREET, SANRORD, FLORIDA 32771; (407) 685-7471. PAYMENT SHOULD BE MADE TO: u CITY OF SANFORD DUILDING DEPARTMENT 300 NORl}| PARK AVL}K)E BhNFORD. FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFEREMCE THE STATEMENT NUMBER AND CITY BUILDING PERMIT NUMBER AT THE TOP EFT UF T|(E NOTICE. 1*THIS STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF ATT, FAMILY BUILDING PERMIT*******tff'kTTTT**$** opn\ JCITYOFSANFORDPERMITAPPLICATIONO3 1 aPermitNo.• h Date: Job"Address: yBuildingPermitType: Electrical Mecbanical Plumbing Fine Alvv:VSpHnkkr Description of Work Additional Information for Electrical & Plumbing Permits Electrical: _Addition/Alteration _Change of Service Temporary Pole _New AND Service (fl of AMPS Plumbing/Residential: Addition/Alteration New Construction (One Closet Plus Additional) Plumb[ng/Commercial: Number of Fixtures Number of Water BSc Sewer Drainage Lines Number of Gas Lines GO . GCi Occupancy Type: Residential _Commercial _ Industrial Total Sq Ftg: C— Value of Work: 5 ? l 1, Type of Construction: Flood Zone: Number of Stories: Number of Dwelling UnIU: Attach Proof of Ownership & Legal Description) Parcel No.: e5 tOI Omer/Address/Phone: tC9-nN's U Contractor/Address/Phone: RC.Nra-L Co25D 067- 1. N - I Sfi-,102 Nt p_+ - State Licenso Number. CE(- 1 Phone & :Fax Number. qCh ' l04 `q 1 gZ223 Contact Person: _ F1TR-2 O L) - Tide Holder (If other than Owner): Address: Bonding Company: n Address: Mortgage Lender: Address: Architect/Engineer A • ''` C -C F' Phone No.: Address: A81 NSR• 434 St, . It5111I ptIktt-r-kr-: F1 30; -4f Fax No. : 404 ( 294 - 40=L'a Application is her madeAo 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 constructioninthisjurisdiction. I understand that a separate permit must be securtA 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 withallapplicablelawsregulatingconstructionandzoning. WARNING 'f0 OWNER: YOUR FAILURE TO RECORD A NOTICE OFCOMMENCEMENTMAYRESULTINYOURPAYINGTWICEFORDAPROVENTNi'S 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 bx: additional restrictions applicable to this property that may be found in the public records of this county, and there may be additioncr3] permitsrequiredfromothergornmcntalentitiesarchaswatermanagement districts, state agencies, or federal agencies. Acc lance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. Signature of er/Agent Date n6atu.Fe of Contractor/Agent Date Print OwVtr/ Agent; s Si PATRICIA COUt. roN NOTARY PUBLICSTATEOFFLORIDACOMMISSIONNO. DDi Owner/Agent is _ Produced M Personally Known to Me or APPLICATION APPROVED BY: 1 /9", H Special Conditions: Print C clor/Agent's N ture of Notary-Sta f Florida Date O IC A WPcrsonal PATRICIA NOTARYPUBLIC COMMISSIO MY COMMISSIOContractor/ Agent isnown to Mo or Produced ID Date: '3 - 5-- 71 CITY OF.SANFORD BUILDING DIVISIONSUBMITTALREQUIREMENTSFORPYSIDENT'I.AL BUILDING 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: cr n Foundation plan indicating foosizesbarfreplxccmentnil g walls Provide side view details of these footers with all partitions and room identification, b. Floor plan indicating interior w roomdimensions, door, window, and/or opening sizes, smoke detector, location(s), landings, decks and stairs. Bathroom fixtures and distances from walls are to be shown. Note the State of Florida requirements for bath door for compliance of Handicapped Code (F.S. 55:1, Part 5) C. Elevations of all exterior walls, east, west, north and south. Finish floorelevationheightasperCityEngineeringDepartmentorsubdivision plat. d, Cross sections of all wall sections to be used in the structure. Bearing non -bearing Inter and exterior. Show all components of wall section. C. Framing plan for floor joists where conventionally framed. Plan to indicatespan, size and specie!. of materials to be used. f, Engineered truss plan with details of bracing. Engineered beams for spacing openings to carry and support trusses. O g. Stair details with tread and riser dimensions, stringer size, methods of attachment, placement of handrails and guardrails. h, Square footage table showing footages: 5D S.F. Garnges/ Carports--.=—S.F. Porch( s)/Entry(s) Patio( s) Conditioned structure Total ( Gross Area) Z 3t Z S.F. 3. Three (3) sets of completed Florida Energy Code Forms (Form 600-A-97) 4. Soil analysis and/or soil compaction report. If soils appear to be unstable or if structure to be built on fill, a report may be requested by the Building Official or his representative. 5. Other submittal Documents: a. Utility letter or approval when public water supply and/or sewer system connection to be made. b. Septic tank permit to be obtained from Seminole County Health Department at: 400 W. Airport Blvd,Sanford, Fl (407) 665-3600. c. Arbor permit when trees to be removed from property. Contact the City Engineer for details regarding the arbor ordinance and permit. 6. Application to be completed thoroughly and signatures provided by a licensed and insured contractor. OWNER/BUU DER 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. Footcr 2. Underground, electrical, mechanical and plumbing 3. Foundation elevation survey 4. Slab S. Llntcl- tic bearbs - columns- cells 6. Rough electrical 7. Rough mechanical 8. Rough plumbing 9. Tub Set 10. Framing 11. Tenant Separation / firewall 12. Insulation, walls and/or ceilings 13. Electrical final, mechanical final and plumbing final 14. Building final 15. Other DATE SIGNATURE By Owner or Authorized Agent) I hea Limited Power Of Attorney name and appoint: Craig Coulton and Q"r 1 r.14_4( l On each agent's of D.R. Horton Inc. _ To be my lawful attorney in fact to act for meand 2poly t The Building Dept. of: C to 0 L r For a residential permit for work to be performed at: Lot # : R Z Subdivision : Cross" Y Address: 512 And to sign my name and do all things that are necessary to this appointment. Richard B. Ladd CBC055300 Contractor State Registration Number W - Signature of Contractor This foregoing instru ent was acknowledged before me this: Date: p3 By: Richard B. Ladd ( Contractor ) Who is personally 6on to me. OFFICIAL PATRICIA COULTON Sta( eof Florida NOTARY PUBLICSCATEOFFLORIDA COMMISSION NO. DD1343M Coof Ora MYCGN;tv1,I5Si 1NF.XP. LY26,2006 otary Public Signatare — Notary Seal A PEX'+ P E ST G O TRQ L— Sentricon* Colony Elimination System Pretreatment Plan Agreement Date of Install : Contract Number PUCHASERS NAME AND ADDRESS Na m e Address City/State/Zip Phone & Email 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: I--- 3 /? 5 jt C SPECIAL OR ADDITIONAL COMMENTS NOTIFICATION STICKER LOCATED:Rxi"' DAMAGE REPAIR WARRANTY From the date of installation of the Sentricon* Colony Elimination System, Apex will warrant the structure(s) against subterranean termite damage. If subterranean termite damage occurs to the described property during the warranty period, Apex will, upon notification and Inspection, arrange for the necessary repairs and pay the cost of labor and materials not to exceed SI,000,000. Apex may chemically treat the affected area of the property at no additional cost to the Customer. THE UNDERSIGNED CONSENTS TO AND AUTHORIZES THE WORK CONTEMPLATED HEREIN, AND FURTHER AGREES THAT THE TERMISAND CONDITIONS STATED ON EITHER SIDE OF THE AGREEMENT SHALL GOVERN THE RELATIONSHIP OF THE PARTIES. Apex Representative Signature Date Customer or Agent Signature Date Apex Pest Control Inc., (Apex) will, In substantial compliance with all federal, state, and local laws, rules, and regulations, and all applicable recommendations contained In literature provided by DowElanco: 1. Install Sentricon* stations (the Stations) In the soil around the outside perimeter of the structure(s). 2. monitor those Stations for twelve months from the date hereof; 3. during those years, add Recruit* termite bait and remove it from the Stations as appropriate; and 4. during those years, inform the Customer of: a. any new or Increased termite activity noted at the Stations b. any addition or. removal of Recruit* of Recruit* termite bait; and C. any observed effect of the Sentricon* Colony Elimination System (Sentricon) on termite activity. The Company will extend this Service Commitment following the original twelve month obligation. The Sentricon Pretreatment Plan may maintained for the LIFETIME of the identified property subject to the terms and conditions of this agreement for fper quarter (3mo period) payable on or before the end of the previous monitoring period. After the fifth year, and each year thereafter, Apex reserves the right to revise the quarterly payment amount, not to exceed 10% per year. The Customer warrants full cooperation with Apex during the term of this Agreement, and agrees to maintain the aren(s) baited free from any factors contributing to Infestation such as wood, trash, lumber, direct wood -soil contact, standing water. under pier type structure, or as noted in "Special or Additional Comments". The Customer also agrees to notify Apex of and eliminate faulty plumbing; leaks; dampness from drains; condensation or leaks from the roof or otherwise into, onto, or under the area(s) baited. At no time will damage caused to any portion(s) of the Structure(s), even by an active wood destroying insectInfestation, be the responsibility of Apex In areas where any of the conditions described In this Paragraph exist. Failure of Apex to alert the Customer to any of the above conditions does not alter the Customers responsibility under this paragraph. DISCLAIMER: COMPANl, DISCLAIMS ALL OTHER WARRANTIES, WHETHER EXPRESS OR IMPLIED; INCLUDING STATUTORY WARRANTIES, AND SPECIFICALLY DISCLAIMS ANY IMPLIED WARRANNTES OF iN ERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE, OR WARRANTY OF WORKMANLIKE SERVICE. FURTHER, COMPANY HAS MADE NO AFFIRMATION OF FACT OR PROMISE RELATING TO THE PRODUCT OR SERVICE PROVIDED HEREUNDER THAT HAS CREATED OR AMOUNTED TO AN EXPRESS WARRANTY. CustomerexpresslywaivesandreleasesanyclaimsInanylawsuit, arbitration or other legal proceeding against Apex for negligence, torts, personal Injury, death, violation of any statute, rule, or regulation, loss of use, diminution of value, economic, compensatory, Incidental, consequential, exemplary, punitive, liquidated, treble, or special damages If any kind, and in no eventshallApexbeliableforanyamountgreaterthatamountpaidbytheCustomertoApexfortheservicetobeperformed. ees at t Is the responsibility f all SENSITIVITY/PHYSICAL FACTORS: Customer understandstoconsult a physiclan if necessary regarding Any oaffecta the Propertystreatment y or guests, and/or other temporary or permanent occupantsdaysmayhaveand (2)it is their responsibility to notify Apexillness, ortother con iltlon thtingnotNssthanatmaybeActivateddtorexacerbatedbytheproductsandor sensitivity concerning odors, dust, pollen, respiratory techniques utilized by Apex. Gis contract and ENERAL TERMS AND CONDITIONS 'art ofep By specific reference hereto, the Customer understands that the general terms and conditions are hereby crstands that: All components apply without exception. of DowElanco. The Customer has no rights to any of the1, DOWELANCO OWNERSHIP OF SENTRICON" SYSTEM COMPONENTS: The Customer uoftheSentricon "System (Components) are and vt11 remain to propertyComponents, and the Purchaser may not alter, remove, or modify the components In any way, other than the right to their use asinstalledbyApexontheCustomer's premises under this agreement. Its representative are Authorized by the ?, On expiration or termination Agreement, sand other C mpinnco or onents contained therein for appropriate disposition. ustomer to Apex And retrieve from the Customer's premises m of the 3, If Apex, for whatever reason, ceases to represent or to be authorized to represent, the Sentricon* System a, Apex will: (1)so notify the Customer; 2)o er Customntional e 1lquidr the lbarrier'em thsoffodeofutermitsingRecontrolmifferentaynottoffertanreffectivc or discontinuing the relit p( not fer a different means of controlling certain termite infestations of certain structures. In such evet) p(3 imaythe Cutomelr AndfApex (Parties) form of termite protection, and therefore may have to discontinue the relationship, agree on use of a different form tthe relationship, protection, or If Apex cannot offer an effective different form of termite proforservicepaidforbutnotyetreceactlo)n, the Customer elects to discontinuerefundtotheCustomeranamount 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 the b. the Customer will; (I)granteither agree w th ElancO x on r Its use resentatly a different form ofetermite control or Recess to the ilect tordiscontinue athis the Components; And; () relationship. ADDITIONS AND/OR ALTERATIONS a s) being structurally smodifledcalterednt , or otherwise changeds theStnicturc(s) nor; (2) herein as of the date of the Initial termlticide being applied onnoraclos'e to Prior to; on of Any Station, g thelocationofanyStation, or; (3) soil Is removed or added around the foundation, or; (4) any tampering•of batting equipment or supplies occurs, the Custddmay void this ltlonalill immediately nofx In etifyApenyalterwritiinaddltlg. FAionrorlue oothett ucheevent,x In rmay be provldedevents bytAp x atAbove the Customers Agreement. A expense, and may require and adjustment in the annual fee. DAMAGE RELATED TOSERVICEApexwillexerciseduecarewhileperforming 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 workIsperformedexceptthosedamagesresultingfromgrossnegligenceonthepartofApex. PAY 1ENTMEFAULT. All payments due pursuant to this Agreement shall be made at the Apex Corporate Headquarters located in Pterritt island, BrevardCounty, Florida. In the event of failure to make payment when due, or any other default by Customer (1) Apex may ithout notice, terminatethisAgreementandpursueallotheravallableremedies, which shall be cumulative, and (2) Interest shall accrue at the highest rateallowedbylawduringtheperiodofanydelinquency, and (3) Customer agrees to pay all costs and attorneys fees Incurred by Apex, whether or not suit Is brought. VENUE/SEVERABILITY. Venueforanyand all legal proceedings shall be In Brevard County, Florida. If any part of this Agreement is held to beinvalidorunenforceableforanyreason, the remaining terms and conditions of this Agreement shall remain In full force and effect, s it pertains to the services promised herein, Apex reserved the right. to CHANGE IN LAW. In the event of a change In applicable law a revise the annual extension charge or terminate this Agreement. der this Agreement will be terminated If Apex Is prevented from fulfilling DISCLAIMER/CONDUCIVE CONDITIONSApex's ilability un Its responsibilities underthetermsofthisAgreementbyanyreasonofdelaysIn transportation, shortages of fuellor materials, sttikes, embargoes, fires, floods, hurricanes, storms, quarantine restrictions, or any other net 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) termlte 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)f1irniture and contents; (5)areas of existing damage unless areas have been repaired by Customer' s evidence of receipts. ARBITRATION. Not withstanding any provision contained herein regarding litigation, in the event of any dispute arising hereunder, Customer agrees to submit the dispute to the least expensive procedure of arbitration In accordance with the rules and procedures for commercial arbitration of the American Arbitration Association or any successor organization, and In accordance with and subject to all the provisions of the Uniform Arbitration Act as In force In the State of Florida, or the Federal Arbitration Act, 9 U.S.C. section 1, et seg. The proceeding shall be governed by one arbitrator, and the location of arbitration will be Brevard County, Florida at the offices of Apex or Its designee. The arbitrator will have the complete power to determine all Issues of fact and law, and any determination of the arbitrators will 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 ail 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 and 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 be relieved of any liability hereunder If Apex determines, in Its sole discretion, that it Is unable to prevent or stop further damage to Property 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 to The Apex Corporate Office. Apex is only obligated to perform under this Agreement If the Customer allows Apex access to the Identified Property for any purpose contemplated by this Agreement, including but not limited to re -inspection, whether the Inspection was requested by the Customer or considered necessary by Apex. LIMITED ASSIGNABILITY. This Agreement Is assignable by Customer for a period of 1 (one) year from Its effective date, After this Initial 12 (twelve) month period, Customer may transfer or assign this Agreement with a E5i_ transfer fee payable to Apex within 30 thirty) days of the transfer of the t'rcated Property. Trademark of DowElanco Brevard Area Orlando Area Tampa/Sarasota Area 508 S Ptumosa St: 7006 Stapolnt Ct. #G 5314 Fnulkenburg Rd N Merritt Island, FL32952Winterpark, FL 32792 Tampa, FL 33510 407-459-2847 407-858-0540 813-221.2847 800-929-2847 8138-764.2847 877-459-2847 6"uelii Since 1978 March 31, 2003 Roger Dixon, City Manager City of Sanford 300 North Park Avenue Sanford, FL 32771 RE: Estoppel Letter Bakers Crossing This ESTOPPEL LETTER is provided to the City of Sanford for reliance upon by the City of Sanford and as the basis for the issuance of Permit No. for the ' following work: Construction of a SFR on Lot 3, Bakers Crossing, Phase 2, 312 Clydesdale Circle Sanford, FL 32773 D.R. Horton Inc., hereinafter referred to as the "Owner', recognizes that issuance of Permit No. will be made with numerous limitations as more particularly set forth herein. The Owner recognizes that this approval does not exempt us from complying with any applicable building codes, land development regulations, Comprehensive Plan requirements, or exempt our site or buildings from any applicable development regulations. By issuing Permit No. , the city does not guarantee approval of any other development orders or development permits. The Owner acknowledges and agrees that no Certificate of Occupancy will be issued by the City for the above mentioned property until all required land development approvals have been obtained and all required improvements have been installed, inspected and authorized for use by the City. The owner hereby grants the City the right to deny use of the SFR for occupancy until all of the above -referenced project is in compliance with all applicable development regulations. The Owner hereby agrees to indemnify and hold the City and it's officers, employees and agents harmless for any and all losses, damages, injuries and claims in any way relating, directly or indirectly, to the permitting or construction of the above - referenced project or the issuance of Permit No. . The owner also agrees to the following as additional conditions for Permit No. 6250 Hazeltine National Drive, Suite 102 • Orlando, FL 32822 • (407)857-9101 • fax (407)857-9228 Please visit us at www.drhorton.com Q 14= 5 &"°/v Since 1978 Dixon, City Manager The Owner hereby agrees to disclose the contents of this document to any and all of our successors in interest, contractors, sub -contractors and agents. The undersigned further warrants that he or she is authorized to bind the Owner and has been duly authorized to sign this documents. Patricia Coulton Printed/ Typed Name Medalid Jorge Printed/ Typed Name STATE OF FLORIDA COUNTY OF ORANGE Owner) Robert A. Lawson Printed / typed Name Assistant Secretary Title The foregoing instrument was acknowledged before me this 31st day of March, 003 Robert A. Lawson as the assistant secretary for D.R. Horton Inc. who is rsonall known to me1"ho produced their Florida State Identification. Notary Signature OFFICIAL NOTARY SEAL PATRICIA COULTON NOTARY FUZiIC STATE OF FLORIDA COMMISSION NO. DD134330 OMM - P. ULY 26,2006 6250 Hazeltine National Drive, Suite 102 - Orlando, FL 32822 - (407)857-9101 - fax (407)857-9228 Please visit us at www.drhorton.com Q Iu,= March 31, 2003 Russ Gibson City of Sanford Dear Mr. Gibson, Westlake Plantation, L.C. stated to you in a recent letter that the following work will be completed at Baker's Crossing: 1. Structure for 84" pipe in question will be modified per a design by Neil Hiler, approvable by the city staff. This will eliminate any question of its longevity. 2. They will install a rear yard drainage system per their dimension for the other. two blocks in Baker's Phase 1 impacted by : VB drainage. DR Horton understands that with that letter The City of Sanford has agreed to release building permits in phase two of Baker's Crossing. Please consider this letter confirmation that D.R. Horton will ensure the above work is completed by the Developer of Record, Westlake Plantation, L.C. Furthermore, D.R. Horton understands that until the developer completes the above - mentioned work there will be a hold on the issue of certificates of occupancy for homes located in Phase II of Baker's Crossing. D.R. Horton, inc. Division President 6250 Hazeltine National Drive • Suite 102 • Orlando, Florida 32822 • (407) 857-9101 • Fax (407) 857-9228 2-24-1995 4:57PM FROM Imo. I CITY OF SANFORD ELECTRICAL PERMIT APPLICATION Permit Number: Date: rJf 03 The undersigned hereby applies for a permit to install the following electrical: Owner's Name: Address of Job: . // n 4, Electrical Contractor:/U 1O&;46 Residential: Non -Residential: By Signing this application I am stating that I am in compliance with City of Sanford Electrical Code, cant's Sig re State License Number PLOT PLAN DESCRIPTION: (AS FURNISHED) A PAR -ALL OF LAND LYING AND BEING IN SECTION 18, TOWNSHIP 20 SOUTH, RANGE 31 EAST, CITY OF SANFORD, SEMINOLE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHWEST CORNER OF LOT 25, BAKERS CROSSING PHASE 1, PLAT BOOK 60 PAGES 27 THROUGH 29; THENCE RUN NOO'25'30"E A DISTANCE OF 89.73 FEET; THENCE RUN S89'33'46"E A DISTANCE OF 3.38 FEET; THENCE RUN N 00'25'29"E A DISTANCE OF 30.28 FEET TO SHE POINT OF BEGINNING; THENCE CONTINUE NOO'25'29"E A DISTANCE OF 60.00 FEET; THENCE S89'34'30"E A DISTANCE OF 72.60 FEET; THENCE S51'23'10"E A DISTANCE OF 63.70 FEET TO A POINT ON A NON TANGENT CURVE, SAID CURVE BEING CONCAVE SOUTHEASTERLY, HAVE A RADIUS OF 75.00 FEET; THENCE SOUTHWESTERLY ALONG ARC OF SAID CURVE A DISTANCE OF 23.70 FEET THROUGH A CENTRAL ANGLE OF 18'06'25"; THENCE N89'34'30"W A DISTANCE OF 111.18 FEET TO THE POINT OF BEGINNING, CONTAINING 0.14 ACRES t. LOT 3 CONTAINS 6241 SQUARE FEET t THIS STRUCTURE CONTAINS 2190 SQUARE FEET t TOTAL CONCRETE 678 SO. FT. t TOTAL SOD 3373 SO. FT. t Ld Cn N N PROPOSED LOT 4 S89'3430E 72.60' I 26.0' -{ 71 ,Oi_ Q 1" = 30' GRAPHIC SCALE 0 15 30 aJ Q Z A Ld a I I PROPOSED " S O J FINISHED FLOOR ELEVATION-48.2 rca a Sp00 47sA541,4yg a I n o 3.7 J' G0`A3 q' - —+ aw 0 0- ir j.r mil L_.— 6 s9.— —-~{,,...'. dayooa.y'S`' 0 P Q N89'34'30"W\, 111.18'"o. y e ce'o (P r 4e\' N NON RADIAL N N 0 POINT OF w g EGINNINGPROPOSED KCRIGHT J 3. 38 7 S89' 33'46"E LOT 2CENTERLINE OF OFWAYPOINT OF COMMENCEMENT NORTHWEST CORNER OF LOT 25. LOT 25 BAKERS CROSSING PHASE 1. PLAT BOOK 60• PAGES 27-29. I I PREPARED FOR: D. R. HORTON 1. ELEVATIONS SHOWN ARE PER LOT GRADING PLANS PROVIDED BY THE CLIENT. THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION LIST FOR CONSTRUCTION. ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES ONLY. THIS IS NOT A SURVEY THIS IS A PLOT PLAN ONLY I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120289 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X. AREA OUTSIDE TOO YEAR FLOOD. BEARINGS SHOWN HEREON ARE BASED ON THE SOUTHERLY LINE OF LOT 3 AS BEING N89.34'30" W PER PLAT. FIELD DATE:) SCALE: 1 = 30 FEET APPROVED BY: WRM JOB NO. ASM39545 DRAWN BY: REVISED: LOT PLAN 2-17-03 JML TRIAL PLOT PLAN 1-21-03 FLOOR SLAB ELEVATION MUST BE 16" ABOVE CROWN OF ADJACENT ROAD UNLESS1 OTHERWISE APPROVED 6=18.06'25" R= 75.00' MINIMUM LOT WIDTH L=23.70' FRONT: 25' CB=S29'33'38"W REAR: 20' SIDE: 5' C=23.60' CORNER: 15' MINIMUM LOT WIDTH 50' LEGEND BUILDING SETBACK LINE MLW CENTERLINE POO RIGHT OF WAY LINE POL PCC 1x PROPOSED ELEVATION POC PROPOSED DRAINAGE FLOW DR PDC: J CONCRETE L LB LAND SURVEYING BUSINESS C B. LS LAND SURVEYOR PC PRIM PERMANENT REFERENCE MONUMENT PI PCP PERMANENT CONTROL POINT PRC P) PI'R PLAT PT 11) MEASURED TYP CALC) CALCULAIED A/C FND FOUND CBW C/ W CDNCRETE WALK RP S/ W SDEWALK R CP CONCRETE PAD CS PB P-AT BOOK PGS PAGES R/W NG NATURAL GRADE ORB SO. FI. SOUARE FEET AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LEI#6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO. FLORIDA 32801- ( 407) 426-7979 MINIMUM LOT MOT14 POINT ON BOUNDARY POINT ON LINE POINT OF COMPOUND CURVATURE POINT ON CURVE OFFICIAL RECORD PLANNED DEVELOPMENT DENOTES DELTA ANGLE DENOTES ARC LENGTH DENOTES CHORD BEARING DENOTES POINT OF CURVATURE DENOTES POINT OF INTERSECTION DENOTES PO4NT OF REVERSE CURVATURE DENOTES POINT OF TANGENCY TYPICAL AIR CONDITIONER CONCRETE BLOCK WALL RADIUS POINT RADIUS CONCRETESLAB CHORD LENGTH RIGHT- OF-WAY OFFICIAL RECORDS BOOK 1. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 3. NOT VALID WTHOUT 1HE SIGNATURE AND THE ORIGINAL RAISED SCAL OF A FLORIDA LICF..NSED SURVEYOR AND MAPPER. L FOR THE T FIRM WILLIAM R. USCATELLO R. SM#49 8 DATE FORM 600A-200'i ` FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 7I49 ^"' Builder: DR HORTON Address: N2 G -t _ Permitting Office: City, State:!5NNYrc,2-6 82' Permit Number: Owner: 'I). V . NO OS Jurisdiction Number: Climate Zone: Central 1. New construction or existing New _ I 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 42.0 I Btu/hr _ 3. Number of units, if multi -family I _ SEER: 12.00 _ 4. Number of Bedrooms 3 _ b. N/A 5. Is this a worst case? Yes 6. Conditioned floor area (ft') 1760 ft' c. N/A 7. Glass area & type a. Clear - single pane 271.0 ft' _ 13. Heating systems b. Clear - double pane ft16.0 ' _ a. Electric Heat Pump Cap: 42.0 kBtu/hr _ c. Tint/other SHGC - single pane 0.0 ft' _ HSPF: 8.50 _ d. Tint/other SHGC - double pane 0.0 ft' b. N/A 8. Flgor types a. &b-On-Grade Edge Insulation R=0.0, 188.0(p) ft _ c. N/A 0 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, 1010.0 ft2 _ EF: 0.86 _ b. Frame, Wood, Adjacent R=1 1.0, 270.0 ft' _ b. N/A c. N/A d. N/A c. Conservation credits e. N/A HR-Heat recovery, Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=19.0, 1886.0 ft' _ 15. HVAC credits PT, _ b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. Ali: Interior Sup. R=6.0, 1.0 ft _ MZ-C-Multizone cooling, b. N/A MZ-H-Multizone heating) Glass/Floor Area: 0.16 Total as -built points: 23852 PASSTotalbasepoints: 24941 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: Aye DATE: 03. 02 1 hereby certify that this building, as designed, is in compliance with the Florida EnergyOWNER/AGENT: DATE: Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: oF TxE sTgr 0 EnergyGaugeO (Version: FLRCSB v3.2) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: I BASE AS -BUILT GLASS TYPES 18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points 18 1760.0 25.78 8167.1 Single, Clear E 1.0 9.0 38.0 59.31 0.99 2239.3 Single, Clear E 1.0 8.0 18.0 59.31 0.99 1054.9 Single, Clear E 1.0 14.3 14.0 59.31 1.00 826.9 Single, Clear S 1.0 6.0 23.0 44.66 0.94 969.6 Single, Clear N 1.0 6.0 16.0 27.96 0.97 435.8 Single, Clear N 1.0 6.0 16.0 27.96 0.97 435.8 Single, Clear W 1.0 11.3 18.0 53.47 1.00 957.9 Single, Clear W 1.0 15.0 16.0 53.47 1.00 852.4 Single, Clear S 10.0 7.8 40.0 44.66 0.53 952.6 Single, Clear W 1.0 13.0 16.0 53.47 1.00 851.9 Double, Clear H 0.0 0.0 16.0 93.50 1.00 1495.9 Single, Clear W 9.0 10.8 40.0 53.47 0.59 1253.4 Single, Clear S 1.0 6.0 16.0 44.66 0.94 674.5 As -Built Total: 287.0 13001.2 WALL TYPES Area X BSPM Points Type R-Value Area X SPM Points Adjacent 270.0 0.70 189.0 Concrete, Int Insul, Exterior 3.0 1010.0 1.40 1414.0 Exterior 1010.0 1.90 1919.0 Frame, Wood, Adjacent 11.0 270.0 0.70 189.0 Base Total: 1280.0 2108.0 As -Built Total: 1280.0 1603.0 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 Insulated 20.0 4.80 96.0 Base Total: 38.0 124.8 As -Built Total: 38.0 139.2 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Attic 1760.0 2.13 3748.8 Under Attic 19.0 1886.0 2.82 X 1.00 5318.5 Base Total: 1760.0 3748.8 As -Built Total: 1886.0 5318.5 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM Points Slab 188.0(p) 31.8 5978.4 Slab -On -Grade Edge Insulation 0.0 188.0(p 31.90 5997.2 Raised 0.0 0.00 0.0 Base Total: 5978.4 1 As -Built Total: 188.0 5997.2 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 A SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT INFILTRATION Area X BSPM = Points Area X SPM Points 1760.0 14.31 25185.6 1760.0 14.31 25185.6 Summer Base Points: 33355.9 Summer As -Built Points: 39250.3 Total Summer Points X System Multiplier Cooling Points Total X Component Cap Ratio X Duct X System X Multiplier Multiplier DM x DSM x AHU) Credit Multiplier Cooling Points 33355.9 0.4266 14229.6 39250.3 39250.3 1.000 1.00 1.087 x 1.150 x 0.90) 0.284 1.125 0.284 0.950 0.950 11920.9 11920.9 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES I18XConditionedXBWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Points 18 1760.0 5.86 1856.4 Single, Clear E 1.0 9.0 38.0 9.96 1.00 380.2 Single, Clear E 1.0 8.0 18.0 9.96 1.01 180.3 Single, Clear E 1.0 14.3 14.0 9.96 1.00 139.9 Single, Clear S 1.0 6.0 23.0 7.73 1.01 179.3 Single, Clear N 1.0 6.0 16.0 12.32 1.00 196.7 Single, Clear N 1.0 6.0 16.0 12.32 1.00 196.7 Single, Clear W 1.0 11.3 18.0 10.74 1.00 193.2 Single, Clear W 1.0 15.0 16.0 10.74 1.00 171.8 Single, Clear S 10.0 7.8 40.0 7.73 2.03 626.3 Single, Clear W 1.0 13.0 16.0 10.74 1.00 171.8 Double, Clear H 0.0 0.0 16.0 4.91 1.00 78.5 Single, Clear W 9.0 10.8 40.0 10.74 1.08 462.4 Single, Clear S 1.0 6.0 16.0 7.73 1.01 124.7 As -Built Total: 287.0 3101.9 WALL TYPES Area X BWPM Points Type R-Value Area X WPM Points Adjacent 270.0 1.80 486.0 Concrete, Int Insul, Exterior 3.0 1010.0 3.80 3838.0 Exterior 1010.0 2.00 2020.0 Frame, Wood, Adjacent 11.0 270.0 1.80 486.0 Base Total: 1280.0 2506.0 As -Built Total: 1280.0 4324.0 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 Insulated 20.0 5.10 102.0 Base Total: 38.0 174.0 As -Built Total: 38.0 208.2 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points Under Attic 1760.0 0.64 1126.4 Under Attic 19.0 1886.0 0.87 X 1.00 1640.8 Base Total: 1760.0 1126.4 As -Built Total: 1886.0 1640.8 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM Points Slab 188.0(p) 1.9 357.2 Slab -On -Grade Edge Insulation 0.0 188.0(p 2.50 470.0 Raised 0.0 0.00 0.0 Base Total: 357.2 1 As -Built Total: 188.0 470.0 EnergyGauge® DCA Form 60OA-2001 EnergyGaugeO/FlaRES 2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building PE3rformance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT INFILTRATION Area X BWPM = Points Area X WPM Points 1760.0 0.28 -492.8 1760.0 -0.28 492.8 Winter Base Points: 4812.8 Winter As -Built Points: 9252.1 Total Winter X Points System Multiplier Heating Points Total X Component Cap Ratio X Duct X System X Multiplier Multiplier DM x DSM x AHU) Credit = Multiplier Heating Points 4812.8 0.6274 3019.6 9252.1 9252.1 1.000 1.00 1.078 x 1.160 x 0.92) 0.402 1.150 0.402 0.950 0.950 4060.2 4060.2 EnergyGaugeT" DCA Form 60OA-2001 EnergyGauge®/RaRES'2001 FLRCSB Q.2 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building PE3rformance Method A - Details ADDRESS: , , , PERMIT #: BASE I 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 3 2564.00 7692.0 50.0 0.86 3 1.00 2623.63 1.00 7870.9 As -Built Total: 7870.9 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling Points Heating + Hot Water = Total Points Points Points 14230 3020 7692 24941- A1921 4060 7871 23852 PASS 04 THE ST qT04 har f a fticon WJE 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/sq.ft. window area; .5 cfm/s .ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor, around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier, gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust.fans.vented to outdoors, -dampers; combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker electric or cutoff (gas) must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeT" DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.3 The higher the score, the more efficient the home. I. 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 S14GC - single pane d. Tint/other S14GC - double pane 8. Flgor types a. Slab -On -Grade Edge Insulation b. N/A c. N/A 9. Wall types a. Concrete, Int Insul, Exterior b. Frame, Wood, Adjacent c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A IL Ducts a. Sup: Unc. Ret: Unc. Ali: Interior b. N/A New _ 12. Cooling systems Single family _ 1 a. Central Unit 3 _ b. N/A Yes _ 1760 ft2 c. N/A 271.0 112 _ 13. Heating systems 16.0 112 _ a. Electric Heat Pump 0.0 ft2 _ 0.0 ft2 b. N/A R=0.0, 188.0(p) ft _ c. N/A 14. Hot water systems a. Electric Resistance R=3.0, 1010.0 ft2 R=11.0, 270.0 ft2 _ b. N/A c. Conservation credits HR-Heat recovery, Solar DHP-Dedicated heat pump) R=19.0, 1886.0 ft2 _ 15. HVAC credits CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, Sup. R=6.0, 1.0 ft _ RB-Attic radiant barrier, MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: L _ZoC Address of New Home: ZZ CA CL & le,City/Fl. Zip: lzs Q ' IR 30 3 Cap: 42.0 kBtu/hr _ SEER: 12.00 _ Cap: 42.0 kBtu/hr _ HSPF: 8.50 _ Cap: 50.0 gallons _ EF: 0.86 PT, _ rrn, u o wr NOTE.- The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. If yourscore is 80 or greater ('or 86 for a US EPA/DOE EnergyStar... designation), your home may qualms for energy efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Enerl Gauge web site at www f ec. ucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850/487-1824. EnergyGauge® ( Version: FLRCSB v3.2) RIGHT- J LOAD AND EQUIPMENT SUMMARY j Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1749 MODEL 10-3-97 109 COMMERCE STREET, LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 For: DR HORTON Notes: Design Information Weather: Orlando —AP, FL, US Winter Design Conditions Outside db 38 OF Inside db 70 OF Design TD 32 OF Heating Summary Building heat loss •34257 Btuh Ventilation air 0 cfm Ventilation air loss 0 Btuh Design heat load 34257 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heating Cooling Area (ft2) 1760 1760 Volume (ft3) 14080 14080 Air changes/hour 0.80 0.40 Equiv. AVF (cfm) 188 94 Heating Equipment Summary Make TRANE Trade Efficiency Heating input Heating output Heating temp rise Actual heating fan Heating air flow factor Space thermostat 7.5 HSPF 0 Btuh @ 47°F 0 OF 0 cfm 0.000 cfm/Btuh Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TD 18 OF Daily range M Relative humidity 55 Moisture difference 37 gr/Ib Sensible Cooling Equipment Load Sizing Structure — = 29973 Btuh entllation _ Design temperature swing 990 Btu" 3.0 OF Use mfg. data n Rate/swing multiplier 0.98 Total sens. equip. load 30344 Btuh Latent Cooling Equipment Load Sizing Internal gains 1150 Btuh Ventilation 1250 Btuh Infiltration 2351 Btuh Total latent equip. load 4751 Btuh Total equipment load 35095 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 BoWtalic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. 10.2 EER 29050 Btuh 12450 Btuh 41500 Btuh 1383 cfm 0.046 cfm/Btuh 87 % Z wr-1Cj ttsoft RightSuite Residential^' 5.0.64 RSR2(>016 2002-Mar-01 10:21:37 ACC'k E1FilesM)R HORTON 20021174911749.rsr Page 1 RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1749 MODEL 10-3-97 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.80 ach x 14080 ft3 x 0.0167 = 188 cfm 2. Winter infiltration load 1.1 x 188 cfm x 32 OF Winter TD = 6621 Btuh 3. Winter infiltration HTM 6621 Btuh / 325 ftZ Total window = 20.4 Btuh/ftZ and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 14080 ft3 x 0.0167 = 94 cfm 2. Summer infiltration load 1.1 x 94 cfm x 18 OF Summer TD = 1862 Btuh 3. Summer infiltration HTM 1862 Btuh / 325 ftz Total window = 5.7 Btuh/ftZ and door area Procedure C - Latent Infiltration Gain 0.68 x 37 gr/Ib moist.diff. x 94 cfm = 2351 Btuh rroceaure u - tquipment Sizing Loaas 1. Sensible sizing load Sensible ventilation load 1.1 x 50 cfm vent. x 18 OF Summer TD = 990 Btuh Sensible load for structure (Line 19) + 29973 Btuh Sum of ventilation and structure loads = 30963 Btuh Rating and temperature swing multiplier x 0.98 Equipment sizing load - sensible = 30344 Btuh 2. Latent sizing load Latent ventilation load 0.68 x 50 cfm vent. x 37 gr/Ib moist.diff. = 1250 Btuh Internal loads = 230 Btuh x 5 people + 1150 Btuh Infiltration load from Procedure C + 2351 Btuh Equipment sizing load - latent = 4751 Btuh Construction Quality is: a No. of Fireplaces is: 0 Boldltalic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. y wrig htsoft Right -Suite Residential" 5.0.64 RSR26016 2002-Mar-01 10:21:37 ACCK E:%Files%DR HORTON 2002%174911749.rsr Page 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R 109 COMMERCE STREET, LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 Job: 1749 MODEL 10-3-97 MANUAL J: 7th td. 1 Name of room Entire House LIW/DIN LOY BTH2 2 Length of exposed wall 188.0 ft 58.0 ft 6.0 ft 5.0 ft 3 Room dimensions 19.0 x 24.0 it 7.0 x 9.0 ft 6.0 x 9.0 ft 4 Ceiings Condit. Option 8.0 it heat/coot d 8.0 ft heat/cool 8.0 ft heat/cool 8.0 it heat/cool TYPE OF CS7 HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg i Clg ft') Htg Clg it') Htg Clg it') Htg Clg ft') Htg Clg 5 Gross a 14B 4.6 2.1 1290 344 0 «•• 0 Exposed b 13C 3.2 1.2 288 120 48 40 walls and c 0.0 0.0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 e 0.0 0.0 0 0 0 0 f0.0 0.0 0 0 0 0 6 Windows and a 1C 37.0 173 6394 93 3437 0 0 0 0 glass doors b 8C 37.0 80 2957 0 0 0 0 0 0 Heating c 1C 37.0 0 0- 0 0 0 0 0 0 d 9C 38.7 18 697 0 0 0 0 0 0 e 7L 20.8 16 333 0 0 0 0 0 0 f 0.0 0 0 0 0 0 0- 0 0 7 Windows and North 20.4 4 82 0 0 0 0 0 0 glass doors NE/NW 42.5 169 7188 23 1435 0 0 0 0 Cooling E/W 0.0 0 0 0 0 0 0 0 0 SE/SW 56.9 98 5572 70 4246 0 0 0 0 South 0.0 0 0 0- 0 0 0 0- 0 Horz 142 16 2275 0 0 0 01 0 0 8 Other doors a 10D 14.7 9.9 18 265 179 0 0 0 18 265 179 0 0 0 b 11A 18.9 12.7 20 378 255 20 378 255 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 9W 4603 2057 231 1064 476 0 0 or 0 0 0 exposed b 13C 3.2 1.2 270 851 316 120 378 140 30 95 351 40... 126 47 walls and c 0.0 0.0 0 0 0 0 0 0 0 0- 0- 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 1886 3172 4163 572 970 1273 63 107 140 54 92 120 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 0.0 188 4873 0 58 1503 0 6 156 0 5 130 0 Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 1 20.4 5.7 325 6621 1862 113 2302 647 18 367 103 0 0 0 13 Subtotal loss=6+8..+11+12 31143 10033 989 347 Less external heating 0 0 0 0 Less transfer 0 0 0 0 14 Duct loss 10 OA 3114 10 6A 1003 10% 99 10 OA 35 15 Total loss = 13+14 34257 11(m 1087 382 16 Int. gains: People Q 300 5 1500 1 300 0 0 0 0 Appl. @ 1200 2 1800 0 0 1 600 0 0 17 Subtot RSH gain=7+8..+12+16 27248 8773 1057 167 Less external cooling 0 0 0 0 Less transfer 0 0 0 0 18 Duct gain 10 *A 2725 10°/ 877 10°/ 106 10°/ 17 19 Total RSH gain=(17+18)'PLF 1.00 29973 1.00 9650 1.00 1163 1.00 184 20 Air required (cfm) 0 1383 0 445 0 54 01 8 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. Right -Suite Residential- 5.0.64 RSR26016 2002-Mar-01 10:21:37 A k E1Files\DR HORTON 2002\1749\1749.rsr Page 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1749 MODEL 10-3-97 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 MANUAL J: /th La. 1 Name of room BR3 BR2 MBTH MBR 2 Length of exposed wall 23.0 ft 11.0 It 25.0 ft 27.0 ft 3 Room dimensions 11.0 x 13.0 ft 14.0 x 13.0 ft 11.0 x 15.0 it 18.0 x 13.0 ft 4 Ceiings Condit. Option 8.0 ft heat/cool 8.0 it heat/cool 8.0 ft heat/cool 8.0 ft heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg I Clg ft') Htg Clg ft') Htg Clg ft') Htg I Clg ft') Htg I Clg 5 Gross a 14B 4.6 2.1 104 88 200 290 Exposed b 13C 3.2 1.2 80 0 0 0 walls and c 0.0 0.0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 e 0.0 0.0 0 0 0 0 f0.0 0.0 0 0 0 0 6 Windows and a 1C 37.0 16 591 16 591 0 0 32 1183 glass doors b 8C 37.0 0 0 0 0 0 0 40 1478 Heating c 1C 37.0 0 0 0 0 0 0 0 0 d 9C 38.7 0 0 0 0 18 697 0 0 e 7L 20.8 0 0 0 0 0 0 0 0 7 Windows and North 20.4 2 41 2 41 0 0 0 0 glass doors NE/NW 42.5 0 0 0 0 18 709 72 2837 Cooling E/W 0.0 0 0 0'»' 0 0 0 0 0 SE/SW 56.9 14 663 14 663 0 0 0 0 South 0.0 0 0 0 0 0 0 0 0 Horz 142 0 0 0 0 0 0 0 0 8 Other doors a 100 4.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 b 11A 18.9 12.7 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 881252 181 72 332 148 182 839 375 218 1005 44J exposed b 13C 3.2 1.2 80 94 0 0 0 0 0 0 0 0: 0 walls and c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 0 0000000000e0.0 0 0 0 0 0 0 0 0 0 0 00 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 143 243 318 182 309 405 165 280 367 234 397 521 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 23 596 0 11 285 0 25 648 0 27 700 0 Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 20.4 5.7 16 326 92 16 326 92 18 367 103 72 1467 413 13 Subtotal loss=6+8..+11+12 2414 1843 2830 6229 Less external heating 0 0 0 0 Less transfer 0 0 0 0 14 Dud loss 10° 241 109A 184 10% 283 10 oA 623 15 Total loss = 13+14 2655 2027 3113 6852 16 Int. gains: People Q 300 0 0 0 0 0 0 2 600 Appl. Q 1200 0 0 0 0 0 0 0•"' 0 17 Subtot RSH gain=7+8..+12+16 1389 1349 1554 4819 Less external cooling 0 0 0 0 Less transfer 0 0 0 0 18 Dud gain 10° 139 10° 135 10° 155 10°/ 482 19 Total RSH gain=(17+18)•PLF 1.00 1528 1.00 1484 1,00 1710 1.00 5301 20 Air required (cfm) 0 71 0 68 0 79 0 245 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr ghtsoTt Right -Suite Residential' 5.0.64 RSR26016 2002-Mar-01 10:21:37 ACC', E:tFileslDR HORTON 2002t1749%1749.rsr Page 2 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R 109 COMMERCE STREET, LAKE MARY. FL 32746 6206 Phone: (407) 831-2665 Job: 1749 MODEL 10-3-97 MANUAL J: 7th Ed. 1 Name of room FAM KIT 2 Length of exposed wall 0.0 ft 33.0 ft 3 Room dimensions 13.0 x 17.0 ft 12.0 x 21.0 ft 4 Ceiings Condit. Option 8.0 ft heat/cool 8.0 ft heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Area EXPOSURE NO. Htg I Clg ft') Htg I Clg ft') Htg Clg Htg Clg Htg Clg 5 Gross a 14B 4.6 2.1 0 264 Exposed b 13C 3.2 1.2 0 0 walls and c 0.0 0.0 0 0 partitions d 0.0 0.0 0 0 e 0.0 0.0 0 0 f0.0 0.0 0 il 0 6 Windows and a 1C 37.0 0 0 16 591 glass doors b 8C 37.0 0 0 40 1478 Heating c 1C 37.0 0 0 0 0 d 9C 38.7 0 0 0 0 e 7L 20.8 16 333 0 0 f 0.0 0 0 0 0 7 Windows and North 20.4 0 0 0 0 glass doors NE/NW 42.5 0 0 56 2206 Cooling ENV 0.0 0 0 0 0 SE/SW 56.9 0 0 0 0 South 0.0 0 0 0 0 Horz 142 16 2275 0 0 8 Other doors a 10D 14.7 9.9 0 0 0 0 0 0 b 11A 18.9 12.7 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 0 0 0 208 958 428 exposed b 13C 3.2 1.2 0 0 0 0 0 0 walls and c 0.0 0.0 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 221 348 456 252 427 561 b 0.0 0.0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 0 0 0 33 855 0 Note: mom b 0.0 0.0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 floors) t 0.0 0.0 0 0 0 0 0 0 12 Infiltration a 20.4 5.7 161 326 92 56 1141 321 13 Subtotal loss=6+8..+11+12 1006 5452 Less external heating 0 0 Less transfer 0 0 14 Duct loss 10 101 10 oA 545 15 Total loss = 13+14 1107 5997 16 Int. gains: People @ 300 2 600 0 0 Appl. @ 1200 0 0 1 1200 17 Subtot RSH gain=7+8..+12+16 3423 4717 Less external cooling 0 0 Less transfer 0 0 18 Dud gain 10 342 10 472 19 Total RSH gain=(17+18)'PLF 1.00 3766 1.00 5188 20 Air required (dm) 0 174 0 239 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr1gh1ts0lTt Right -Suite Residential- 5.0.64 RSR26016 2002-Mar-01 10:21:37 Z6A E:1FileslDR HORTON 20OZI749\1749.rsr Page 3 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Job: 1749 MODEL 10-3-97 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 LIV/DIN a n sw a c n 0 d 1 1 90 1.0 1.0 3.0 6.0 47.4 38.0 0.0 a n sw a c n 0 n 1 1 90 1.0 1.0 5.0 3.0 76.4 18.0 0.0 a n sw a c n 0 n 1 1 90 1.0 1.0 7.5 6.8 76.4 14.0 0.0 a n nw a c n 0 n 1 1 90 1.0 1.0 1.0 5.0 62.4 23.0 0.0 LDY BTH2 BR3 a n se a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 16.0 2.0 BR2 a n se a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 16.0 2.0 MBTH d n ne a c n 0 d 1 1 90 1.0 1.0 4.5 6.8 39.4 18.0 0.0 MBR a n ne a c n 0 d 1 1 90 1.0 1.0 10.0 5.0 39.4 16.0 0.0 a n ne a c n 0 d 1 1 90 1.0 1.0 8.0 5.0 39.4 16.0 0.0 b n nw a c n 0 d 1 1 90 1.0 10.0 1.0 6.8 39.4 40.0 0.0 FAM e y s a c y 0 n 0 2 0 1.0 0.0 0.0 1.0 142 16.0 0.0 KIT 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 b n ne a c n 0 d 1 1 90 1.0 9.0 4.0 8.0 39.4 40.0 0.0 wrights(:>ft Right -Suite Residerdial- 5.0.64 RSR26016 2002-Mar-01 10:21:37 ACCA E:TilesV)R HORTON 2002%1749%1749.rsr Page 1 NS D A d oa wo a o ex 0 SS U 1 Q) O B 41m J O l Ip P YN g lOx6 Ixtd c a 215 ' O O N tod Y N 1 t. X a!N As on SD DS [ 7 r Z y r r DQ f' F 3 O BUILDER: DRAORTON PLAN : 1749 LOT SUBDIVISION DATE: 12/18/92 DRAWN BY: JC REVISIONS Vel Air DATE BY HeatN, AirCondltia,u-q & Pefrigeratim,kc. 10. 12.00 J S C Jk 109 Commerce Street 03. 01.02 V J S 5ae1101 Lake Mary Fl. 52746 -6 206 Phone: 907-8N -2665 Fax: 907-535-3895 MiTeke February 17, 2003 MiTek Industries Inc. 16472 Segovia Circle North Pembroke Pines, FL 333314627 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 : I4277162 thru I4277179. Total : 18 drawings. Job DR1749A Builder D.R. HORTON Location BAKERS CROSSING-, LOT 3 County SEMINOLE Truss Engineer :Junaidie Budiman, PE # 45161. Address :16472 Segovia Circle North Pembroke Pines, FL 33331-4627. This serves as the cover sheet in conformance to Chapter 61 G15-31 Section 003 of the Florida Board of Professional Regulation. This package include: 1) 18 Truss drawing. 2) Truss Index. February 17, 2003 Junaidie Budiman, PE The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of building designer, per ANSI/TPI 1-1995 Sec.2. TRUSS INDEX OF JOB DR1749A Trusses included=18 0,"\DR1749A\a.tre" 14277162 MOR1749A\a11.tre" 14277163 2,"ODR1749A\a13.tre" 14277164 3,"\DR1749A\a15.tre" 14277165 4,"\DR1749A\a17.tre" 14277166 5,"\DR1749A\a19.tre" 14277167 6,"\DR1749A\a7.tre" 14277168 7,"\DR1749A\a9.tre" 14277169 8,"\DR1749A\agab.tre" 14277170 9,"\DR1749A\c.tre" 14277171 1 0,"\DR 1 749A\cgab. tre" 14277172 11,"\DR1749A\d.tre" 14277173 12,"\DR1749A\dgab.tre" 14277174 13,"\DR1749A\ Are" 1 4277175 14,"\DR1749A\k.tre" 14277176 15,"\DR1749AU.tre" 14277177 16,"\DR1749A\m.tre" 14277178 17,"\DR1749A\s.tre" 14277179 No. 4.5161 0 STATE OF c s ;L0R10t/1 December 19, 2002 AWARNINO - verW design parameters and READ NOTES ON TMS AND REVERM SIDE DEMI E (/SE. Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is lot an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is iesponslb®ty of building designer - not truss designer. Bracing shown Is lot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responslb0ity of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding tobrbatlon, qualify control, storage, delivery, erection and bracing, consult OST-aa Quality Standard, DSS-E9 Bracing Specification, and NIB-91 Handling Installing and tracing Recommendation available from Ttuss Plate institute, 383 D'Onohio Drive, Madison, WI53719. MiTeke Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t i. *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. 8 J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each a c other. o cc WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o U O joint and embed fully. Avoid knots and wane at joint locations. from outside edge ofplattruss v a vertical web. truss andd 0 a o 4. Unless otherwise noted, locate chordsplices at I/4 length(+ 6" from CeC, u panel adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 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 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 FORM016. 019 o -waL HMMO,A/RO Job Truss Truss Type Qty Ply HORTON 14277162 DR1749A A ROOF TRUSS 18 1 optional) ASCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 Mi rek Industries, Inc. Thu Dec 19 16:58:20 2002 Page 1 11-0-Q 7-0-9 13-5-4 19-10-0 26.2-12 32.7-7 39-8-0 42-8 p 1-" 7-0-9 6.4-12 6.4-12 6-4-12 6-4-12 7-0-9 1-0-0 sae • 1:e7.2 5A = 5 S. 12 3.4 3.4 c 4 e 3 2 e 31 = 14 13 12 11 10 US = 30 = 34 = US = ate = U4 10-2-14 19-1 D-0 29-5-2 3941-0 10.2-14 9-7-2 9.7-2 10-2-14 Plate Offsets X Y: 2:0-4-2 0-1-8 3:03-00-3-0:0-3-00-3-08:0-4-2 0-1-8 LOADING (psf) SPACING 2-" CSI DEFL in (loc) Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.73 Vert(LL) 0.28 12 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.90 Vert(rL) -0.61 10-12 >764 BCLL 0.0 Rep Stress Incr YES WB 0.74 Horz(rL) 0.16 8 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/defl = 360 Weight: 194 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.20 TOP CHORD Sheathed or 2-8-13 oc puffins. 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=1936/0-8-0, 8=1936/0-8-0 Max Harz 2= 222(load case 4) Max Uplift2=-1009( load rase 4), 8=-1009(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1- 2=14, 2-3=3676, 3-4=3316, 4-5=-2334, 5-6=-2334, 6-7=3316, 73=3677, 8-9=14 BOT CHORD 2- 14=3362, 13-14=2795, 12-13=2795, 11-12=2795, 10-11=2795, 8-10=3362 WEBS 3-14=- 406, 4-14=538, 4-12=-855, 5-12=1322, 6-12=-855, 6-10=538, 7-10=406 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 1009 lb uplift at joint 2 and 1009 lb uplift at joint 8. 4) Truss Engineer. Junaidie Budiman, PEtW5161. Address: 18472 Segovia Cir. N., Pembroke Pines, FL 33331. I3 u4/ LOAD CASE(S) Standard l 'C4 . P........ . NO, 4.5161 STATE OF AIVARNIND - Verify design parameters and READ NOTES ON TZW AND RETIERSE SIDE BE1?ORE USE. Design valid for use only with MiTek connectors. this design Is based only upon parameters shown, and Is for an individual building component to be Installed and loaded vertically. Applicability of design parameters and ptopet Incorporation of component Is responslbillty of bullding designer - not Truss deslgnet. Bracing shown Is fa bfetal support of Individual web members only. Additional tempotary bracing to Insure stability during construction Is the tesponsibUlfy of the erector. Additional patmonent bracing of the overall structure b the responslblilty of the building designer. For general guidance tegatding fabrkation, quality control, stotage, deRvery, erection and bracing, consuR OST-ell Quality Standard, 031-89 Bracing Specification, and HIS-91 M iTek® Handling Installina andBracingRecommendationavaUmRateablefroTrussInstitute, 583D'Onohb Dtive, Madison, WI53719. Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. J2 J3 J4 owner and all other interested parties.. All 8 4 TOP CHORDS 2. Cut members to bear tightly against each c: c other. J5 cc WEBS 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o a Q joint and embed fully. Avoid knots and wane plates/a" from outside edge of o_ a at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chords licesP at 1/4 length(+ 6" fromC6panel adjacent joint,) BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibilityPtY of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, JVI PANEL T~ erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM016,019 HMR0IA/R Job Truss Truss Type Oty Ply HORTON 14277163 DR1749A A11 ROOF TRUSS 1 1 o tional ACCUSPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Thu Dec 19 16:58:20 2002 Page 1 11-0-9 5-9-14 11-0-0 16.10.11 22-9-5 2841-0 33-10-2 , 3948-0 40-8-p 1 0 0 5-9-14 5-2-2 5-10.1 / 5.10-11 5-10-11 5-2-2 5-9-14 1-0.0 scale-1:611.1 sm = 20 n 4 3 8 7 5.00 rl2 2x4 N 20 i 8Z! 2 8 t a27 d1 - 3.8 = 18 15 14 13 12 11 3x8 = 3.4 = 3d = 3x = 3x4 = 10 = 3.4 = 8-3-14 16-10-11 22-9-5 31-4-2 39-a-o 8-3-14 8-6-13 5-10-11 6-6.13 8-3-14 Plate Offsets X Y: 2:0-4-2 0-1-8 4:0-3-00-2-0 6:0-3-00-3-0:0-3-00-2-4 9:0-4-2 0-1-8 LOADING (psf) SPACING 2-" CSI DEFL in (loc) Udefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.78 Vert(LL) 0.38 14 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.84 Vert(TL) -0.60 14-16 >783 BCLL 0.0 Rep Stress Incr YES WB 0.50 Horz(TL) 0.17 9 n/a BCDL 10.0 Code FBC2001 1st LC LL Min Udefl = 360 Weight: 194 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-7-3 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-7-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=1936/0-8-0, 9=1936/0-8-0 Max Horz2=-134( load case 5) Max Uplift2=-954( load case 2), 9=-954(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1- 2=14, 23=-3797, 3.4=-3521, 4-5=3773, 5-6=-3773, 6-7=3767, 7-8=-3521, 8-9=3797, 9-10=14 BOT CHORD 2- 16=3465, 15-16=3039, 14-15=3039, 13-14=3780, 12-13=3039. 11-12=3039, 9-11=3465 WEBS 3-16=- 292, 4-16=420, 4-14=934, 5-14=-426, 6-14=-9, 6-13=-427, 7-13=925, 7-11=420, 8-11=-292 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 954 lb uplift at joint 2 and 954 lb uplift at joint 9. S13 5) Truss Engineer. Junaidie Budiman, PE/d45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. _ ••,....•.., F ds LOAD CASE( S) Standard ' •' •` Q re j 3 ( S t ' No. 4.5161 ' k STATE OF 0 R to,**' ANAL A wwRllfING - verW design pascarrwtem and READ NOTES ON THIS AND REVERSE SME liZMJW USE. Design valid tot use only with Mf1ek connectors. This, design Is based only upon parameters shown, and Is for an Individual building component to be Installed and boded vetticapy. Applicability of design parameters and proper Incorporation of component Is tesponslbWly of building designer - not truss designer. Bracing shown Is tot lateral support of Individual web members only. Additional temporary bracing to Insure stability duiing construction Is the responslbWty of the elector. Addffbnol permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fobtbatbn, quality contioL storage, delivery, election and bracing, consuff OST-811 Quality Standard, 011111-09 Bracing Spectilcotlon, and NIB-91 Handling Installing and Irocing Recommendation avollobb from Truss Plate Institute, 593 D'Onohb Drive, Madison, WI63719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 * Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. 4 TOP CHORDS 2. Cut members to bear tightly against each c2 c other. J50 Q 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o ;, ¢ ZC, joint and embed fully. Avoid knots and wane plates from outside edge of o_ d ' at joint locations. dtrussand vertical web. a 4. Unless otherwise noted, locate chords lices I/ 4 Pceoatpanellength(+ 6" from adjacent joint.) BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7, Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE 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 It. spacing, or less, if no ceiling is installed, 4e unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional M iTek® engineer. 15. Care should be exercised in handling, PI PANEL T~ erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM016,019 HMR0,41R @ Jdb Truss Truss Type Oty Ply HORTON 14277164 DR1749A A13 ROOF TRUSS 1 1 o tional ACCUSPAN-TH, LONGWOOD. FL 5.000 s Sep 4 2002 MTek Industries, Inc. Thu Dec 19 16:58:21 2002 Page 1 11 6-9-14 13.0-0 17-6-11 22-1-5 26.8-0 32-10-2 39-8-0 40.8T 1.0-0 6-9-14 6-2-2 4$11 4$11 4-6-11 6-2-2 6-9-14 140.0 Scale • 1:68.1 SM = 0u4 4 5 8 7 5,00 12 3.4 i 3 d2!:SZ!J;?j2 0 US = 15 14 13 12 11 3 8 _ 2x4 II 5x8 = 3.4 = 5X8 2.411 6-9-14 13-0-0 19-10-0 26-8-0 32-10-2 39-6.0 6.9-14 6-2-2 6-10-0 6.10-0 6-2-2 6.9-14 Plate Offsets X Y : 2:0-4-2 0-1.8 4:0-3-0 0-2-4:0-3-00-2-4 9:0-4-2 0-1-8 12:0-2-12 03-014:0-2-12 0-3-0 LOADIIJG (psf) SPACING 2-" CSI DEFL in (loc) Udell PLATES GRIP TCLL 30. 0 Plates Increase 1.33 TC 0.71 Vert(LL) 0.32 13 >999 M1120 249/190 TCDL 7. 0 Lumber Increase 1.33 BC 0.72 Vert(TL) -0.51 13-14 >923 BCLL 0. 0 Rep Stress Incr YES WB 0.59 HOR(TL) 0.18 9 n/a BCDL 10. 0 Cade FBC2001 1st LC LL Min Vdefl = 360 Weight: 204 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-9-7 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-1-8 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib/ size) 2=1936/048-0, 9=1936/0-" Max Horz 2=-154(load case 5) Max Uplift2=- 925(load case 4), 9=-925(load case 5) FORCES (IbJ- First Load Case Only TOP CHORD 1-2=14, 2-3=3771, 3-4=3114, 4-5=-2874, 5-6=3237, 6-7=-2874, 7-8=3114, 3-9=3771, 9-10=14 BOT CHORD 2-15=3448, 14-15=3448, 13-14=3209, 12-13=3209, 11-12=3448, 9-11=3448 WEBS 3- 15=127, 3-14=-634, 4-14=799, 5-14=523, 5-13=74, 6-13=74, 6-12=523, 7-12=799, 8-12=-634, 8-11=127 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=S.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 925 lb uplift at joint 2 and 925 lb uplift at joint 9. 113 5) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. liFf•• LOADCASE( S) i:• Standard •'yNo. 45161 STATE OF A WARNWO - VerW design paramttem and READ NOTES ON Tffi8 AND REVERSR SIDE BEFORE USE. Design valid lot use only with MITek connectors. This design is based only upon parameters shown, and is tot on individual building component to be Installed and boded vertically. Applicability of design parameters and proper Incorporatlon of component is tesponslblilty of building designer - not truss deslgnet. Bracing shown is for lateral support of Individual web membets only. Additional tompoiary bracing to Insure doblpty duiing condiuctbn is the iesponslblilty of the etectot. Additional permanent blbcing of the overall structure is the responsibWty of the building designet. For genetal guidance tegarding fabrication, quality control, storage, delivery, erection and basting, consult OST-55 Quality Standard, 01111-89 /racing SpecMcatbn, and HIS-91 Handling Installing and Bracing RecommwWationava5abie from Truss Plate Institute, $83 D'Onohb Drive, Madison, WI53719. M iTek® Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 0 For 4 x 2 orientation, locate plates 1/8" from outside edge of o truss and vertical web. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MiTek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 00 1 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. Mi! MiTeke e:S61L-.® 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. as 4. Unless otherwise noted, locate chord splices 0 at I14 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM016,019 Job Truss Truss Type city Ply HORTON 14277165 DR1749A A15 ROOF TRUSS 1 1 o tional ACCUSPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MTek Industries, Inc. Thu Dec 19 16:58:21 2002 Page 1 11-0-p 7-9-14 15-0-0 19-10-0 2441-0 31.10.2 39.8-0 40-B r 1-0.0 7-9-14 7-2-2 4-10-0 4-10-0 7-2-2 7-9-14 1.0-0 Scab • 1:68.1 5d1 = Se= 5.00 rl 2 1 5 6 S4e - 5 A 3 2 6 61- 1 34 = 13 12 11 10 ] 2.4 11 5x8 = 54 = 2x4 II 7-9-14 15-0-0 24-8-0 31-10-2 39-8-0 7-9-14 7-2-2 9-8-0 7-2-2 7-9-14 Plate Offsets X Y : 2:0-4-2 0-1-83:0-3-00-3-4 4:03-00-2.4 6:03-00-2.4 7:0-3-00-3-48:0-4-2 0-1-8 11:0-4-0 03-012:0-4 0 O-M LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.88 Vert(LL) 0.27 12 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.83 Vert(TL) -0.62 11-12 >758 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 Well = 360 Weight: 197 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No. 213 'Except' TOP CHORD Sheathed. 13 2 X 4 SYP No.1 D, 7-9 2 X 4 SYP No.1 D BOT CHORD Rigid ceiling directly applied or 4-113 oc bracing. BOT CHORD 2 X 4 SYP No. 2D WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=1936/0-8- 0, 8=1938/0-8-0 Max Horz 2=-174(load case 5) Max Uplift2=-953(load case 4), 8=- 953(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 23=-3673, 3-4=-2887, 4-5=-2669, 5-6=-2669, 6-7=-2887, 7-8=3673, 8-9=14 BOT CHORD 2-13=3363, 12-13= 3359, 11-12=2803, 10-11=3359, 8-10=3363 WEBS 3-13=147,3-12=-767, 4-12=668,5-12=-220,5-11=-220,6-11=668,7-11=-767,7-10=147 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially,MWFRS gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. pp 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 9531b uplift at joint 2 and 953 lb uplift at joint `p i 13 D 8. 5) Truss Engineer. JunaidieBudiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. j F %Q Is LOAD CASE(S) Standard •' t No. 45161 i , t r eTATE OF S%1OR10. OVAL A WARNING - VerWdesign parr nwilem and READ NOTES ON THIS AND REVERSE SWE BIMRE USE. ® Design valid for use only with MlTek connectors. This design Is based only upon parameters shown, and is for an Individual building component to be Installed and boded vertically. ApplcabSlty of design parameters and proper Incorporation of component is iesponslblRty of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. AddRbnol temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure h the iesponsibUtly of the building designer. For general guidance regarding fabrication, quality control storage, delivery, erection and bracing, consult OST-8a Oually Standard, DSt-89 {racing Specification, and HIS-91 M iTek® Handling Installlna and Bracing Recommendation available from TrussPlateInstitute, 393 D'Onohb Drive, Madison, Wl53719. Symbols PLATE LOCATION AND ORIENTATION 13/. *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. A„ 0 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 formal refer to the AROUND THE TRUSS STARTING AT THE LOWESTJOINT MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE 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 400" 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 - General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at 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. FORM018.019 HYDRO -AIR Job Truss Truss Type Oty Ply HORTON 14277166 DR1749A A17 ROOFTRUSS 1 1 o tional ACCUSPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Thu Dec 19 16:58:22 2002 Page 1 11: 6-1-3 11.6-10 17.0-0 22-8-0 28-1.6 33.6.13 3941-0 40-8-p 1-0-0 6-1-3 5-5-6 5-5-6 5-8-0 5-5-6 5-5-6 6-1-3 1 0 satls • 1:55.1 s e 30 a 30 c 4 7 S 5.00 12 ! 3 9 2 9 3X5 to Is 14 13 12 11 Uri ma = 34 = 3a = 3x4 = Is = 3.4 = 8.9-14 17-0.0 22-8-0 30-10-2 39.8-0 8-9-14 8-2-2 5-8A 8-2-2 8-9-14 Plate Offsets Y : 2:0-4-2 0-1-8 3:03-003-05:0-3-00-2-4 6:0-5-12 0-2-8 8:03-003-09:0-4-2 0-1-8 LOADING (psf) SPACING 2-M CSI DEFL in (loc) Udeft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.67 Vert(LL) -0.27 13 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.82 Vert(rL) -0.51 11-13 >924 BCLL 0.0 Rep Stress Incr YES WB 0.71 Herz(TL) 0.16 9 n/a BCDL 10.0 Code FBC2001 1st LC LL Min Udeft = 360 Weight: 206 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.213 TOP CHORD Sheathed or 3-0-3 oc puffins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-7-8 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 6-14 REACTIONS (lb/size) 2=1936/ 0-8-0, 9=1936/0-8-0 Max Harz 2=-194(load case 5) Max Uplift2=-978(load case 4), 9=-978(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 23=3768, 3-4=3474, 45=-2650, 5-6=-2457, 6-7=-2650, 7-8=3474, 8-9=3768, 9-10=14 BOT CHORD 2-16=3440, 15-16=2991, 14-15=2991, 13-14=2457, 12-13=2991, 11-12=2991, 9-11=3440 WEBS 3-16=317, 4- 16=439, 4-14=-723, 5-14=610, 6-14=0, 6-13=610, 7-13=-723, 7-11=439, 8-11=317 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 978 lb uplift at joint 2 and 978 lb uplift at joint pp 9. F- 131 4' 5) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N.. Pembroke Pines, FL 33331. __ •.•-••••.. F rC ' LOAD CASE(S) Standard ) '•'GLQ . t : NO, 4.5161 t, k C4 STATE OF w to R10''` A WARMNG - Veri(& design para+ neters and READ NOTES ON IBM AND RE VERSE SIDE BEFORE USE. ® Design valid lot use only with MITek connectors. This design If based only upon parameters shown, and b tot an individual building component to be Insloned and loaded vertically. Applicability of design parameters and proper Incorporation of component Is iesponslblIly of building designer - not truss designer. Bracing shown b for lateral support of individual web members only. Additional tompotary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult QsT-Be Ouailly Standard, DSB-89 Bracing Specification, and NIB-91 Handling Installing and BBec racing ommendatlon available from Truss PlateInstitute, 583 D'Onofrb Drive, 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. AllCr0 For 4 x 2 orientation, locate O plates /e" from outside edge of o truss and vertical web. 0 This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MITek/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, Mi! MiTeko fie® 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 i 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. 16. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job Truss Truss Type Qty Ply HORTON 14277167 DR1749A A19 ROOF TRUSS 1 1 optional) ACCUSPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Thu Dec 19 16:58:22 2002 Page 1 1.4 6-9-3 12-10-10 19-0-0 20-8-0, 26-9-6 32.10.13 3941-0 40-8-p 1-0-0 6.9-3 6-1-6 6-1-6 141-0 6.1-6 6-1-6 6-9-3 1-0.0 Scale • 1:6a.1 5'e = 543 = 5 13 5.Oo 12 3.4 30 J 4 3 e 2 1.1 US = 15 1s 14 13 12 11 US = 3x4= 34= 3.4= 314= IS 54_ 9-9-14 19-0-0 20 a o 29-10-2 394e-01 9-9-14 9-2.2 1-8-0 9-2-2 9-9-14 Plate Offsets X Y : 2:0-4-2 0-1-8 3:0-3-00-3-05:0-M 0-2-4 6:0-M 0-2-4 8:0-3-0O4t-09:04-2 0-1-8 11:030 0-3-0 LOADING (psf) SPACING 2- M CSI DEFL in (loc)• Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.57 Vert(LL) 0.34 14-16 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.82 Vert(TL) -0.53 11-13 >885 BCLL 0.0 Rep Stress Ina YES WB 0.46 Horz(TL) 0.17 9 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Vdefl = 360 Weight: 202 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-11-5 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-7-14 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-14, 7-13 REACTIONS (lb/size) 2= 1936/0-8-0, 9=1936/0-8-0 Max Harz 2=214( load case 4) Max Uplift2=-1002(load case 4). 9=-1002(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2= 29, 2-0=-0900, 3.4=-3540, 45=-2536, 5-6=-2269. 6-7=-2536, 7-8=-3540, 8-9=-0900, 9-10=29 BOT CHORD 2-16= 3488, 15-16=2909, 14-15=2909, 13.14=2269, 12-13=2909. 11-12=2909, 9-11=3488 WEBS 3-16=-409, 4-16=560. 4-14=-862, 5-14=663, 6-13=663, 7-13=-862, 7-11=560, 8-11=-409 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 1002 lb uplift at joint 2 and 1002 lb uplift at D i 13 joint 9. `9 nVl5) Truss Engineer. JunaidieBudiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. _..••••... l F! LOAD CASE( S) Standard ' v GL ,9,•. t ' No. 4.5161 l ° STATE dF s .• S NA1.iOR VA WARM NO - Ver( N design parameters and R&W N07'ZS ON TMS AND REVEME 131aa B13PORE USE. Design valid for use only with MrIek connectors. This design is based only upon parameters shown, and is for an Individual building component to be installed and loaded vertloaBy. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure Stability during construction is the responslblilty of the erector. Additional permanent bracing of the overall structure h the iesponslbWty of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, eonsull CST-8a CualMy Standard, DSB-e0 Bracing Specification. and HIB-91 Handling Installlno and Bracing RecommendaflonavaBTr able from Truss Plate Institute• 393 D'Onoftlo Drive, Madison, Wl53719. M iTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Proper/ 13/1. *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. securely J2 J3 J4 owner and all other interested parties.. TOP CHORDS 73- 2, Cut members to bear tightly against each c: other, o WEBS JS 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 of4. o_ at joint locations. truss and vertical web. a o Unless otherwise noted, locate chords lacesP at I/4 length(* 6" from ce C, u panel adjacent joint.) BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 %at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7. Camber is a non-structural consideration and MRek/Gang-Nall Joint/Plate Placement Chart. FARTHESTTOTHE LEFT. is the responsibilityPN 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, PANEI TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM019,O1V HMRO,A/R0 ob Truss Truss Type Qty Ply HORTON 14277168 R1749A A7 ROOF TRUSS 1 1 optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Thu Dec 19 16:58:22 2002 Page 1 11-0-p 3-9-14 7-0-0 10-4-0 16-8-0 23-0-0 29-4-0 32-8-0 35-10-2 39." 40-8-p 1-0-0 3-9-14 3-2-2 3-4-0 6.4-0 6-4-0 64-0 3-4-0 3-2-2 3-9-14 1.0-0 Uwe • 1:ee.1 exe = 5) _ ex10 = 7xe = ere = 4xs = 5.00 FI2 4 5 6 7 9 9 2x4 20 i 3 10 2 11 aa 1 1 ayd 4,6 = 20 19 1e 17 16 15 14 13 4.8 = 44 = 7x8 = 4.8 = e04 = axe = 5xe = 4.6 = 416 = 7-0-0 104-0 16-&0 23-0-0 294-0 1 32-8-0 39-8-0 7-0-0 34-0 64-0 64-0 64-0 34-0 7-0-0 Plate Offsets X Y : 4:0-2-12 03-8 6:04-0 0-4-8 9:0-2-00-3-4 19:04-00-5-4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl PLATES GRIP TCLL 30. 0 Plates Increase 1.33 TC 1.00 Vert(LL) 0.44 16 >794 M1120 249/190 TCDL 7. 0 Lumber Increase 1.33 BC 0.98 Vert(TL) -0.54 14-16 >640 BCLL 0. 0 Rep Stress Incr NO WB 0.98 Horz(TL) 0.07 11 n/a BCDL 10. 0 Code FBC2001 1st LC LL Min Udefl = 360 Weight: 250 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D 'Except* TOP CHORD Sheathed or 2-2-1 oc pudins. 4-6 2 X 6 SYP SS, 6-9 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 3-3-6 oc bracing. BOT CHORD 2 X 6 SYP No.2ND WEBS 1 Row at midpt 7-17 WEBS 2 X 4 SYP No.3 'Except* 2 Rows at 1/3 pts 5-17 5-17 2 X 4 SYP No.1 D, 7-17 2 X 4 SYP No.1 D, 8-16 2 X 4 SYP No.1 D REACTIONS (lb/ size) 2=-382/0-8-0, 19=5682/0-8-0, 11=2386/0-8-0 Max Horz 2=-95(load case 5) Max Uplift2=- 706(load case 7), 19=-0785(load case 2), 11=-1452(load case 3) Max Grav2= 225(load case 3), 19=5682(load case 1), 11=2395(load case 7) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=1663, 3-4=2040, 4-5=4301, 5-0=-1807, 6-7=-1807, 7-8=-5106, 8-9=-5597, 9-10=-4998, 10-11=5157, 11-12=17 BOT CHORD 2-20=-1520, 19-20=-1844, 18-19=4301, 17-18=-4301, 16-17=5106, 15-16=5596, 14-15=5596, 13-14=4671, 11-13=4713 WEBS 3- 20=-401, 4-20=893, 4-19=-3223, 5-19=-3396, 5-17=6677, 6-17=-976, 7-17=3606, 7-16=480, 8-16=-536, 8-14=-588, 9-14= 1215,9-13=773,10-13=-89 NOTES (7) 1) Unbalanced roof live loads have been considered for this design. p 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; i BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable `' (] Q/ end zone; cantilever left and right exposed; porch left exposed;Lumber DOL=1.33 plate grip DOL=1.33. •,...• •..•• l 3) Provideadequatedrainagetopreventwaterponding. .•`, /e 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 706 lb uplift at joint 2, 3785 lb uplift at joint 19 ; •'y and 1452 lb uplift at joint 11. 5) Girder carries hip end with 7-0-0 end setback t 6) Special hanger(s) or connection(s) required to support concentrated load(s) 603.21b down and 435.51b up at 32-8-0, and 603.21b down NO, 4•5161 and 435. 51b up at 74)-0 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. 7) Truss Engineer. Junaidie Budiman, PEt145161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. l STATE OFLOADCASES) Standard t • • a`V 1) Regular. Lumber Increase=1.33, Plate Increase=1.33 4Q R I'D,. Uniform Loads (plf) =-1 U7s/]'•'••1«•'e V• Vert: 1- 4=- 74.0, 4-954.2, 9-12=-74.0, 2-20=-20.0, 13-20=-41.7, 11-13=-20.0 `•'NAL. Concentrated Loads (lb) Vert: 20=-603.2 13=-603.2 AWARNINO - Ver(N design paransetem and RNAD NOTES ON THIS AND REVERBE SWE BEPORN USE. Design valid lot use only with Mfiek connectors. This design Is based only upon parameters shown, and Is lot an individual building component to be Installed and boded vertically. AppecabBlty of design parameters and proper Incorporation of component Is iesponsiblSty of building dedgnet - not truss designer. Bracing shown Is lot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsiblllty of the erector. Additional petmonent bracing of the overall structure Is the responsibility of the building designer. For general guidance tegarding fabrication, quality control, storage, denvery, election and bracing, consull OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrb Drive, Madison, WI53719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply l . Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. J2 J3 J4 owner and all other interested parties.. 4 TOP CHORDS 2. Cut members to bear tightly against each cz c3 other. JSoWEBS 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 from outside edge of o_ d ° at joint locations. truss andd vertical web. a o 4. Unless otherwise noted, locate chordsP lices at /4 length(+ 6" fromcaC, C panel adjacent joint.) BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating 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. FARTHESTTOTHE LEFT. is the responsibilityPN of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised In handling, PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018,019 oANo-w.aL ® HMRQ,AIR®- Job Truss Truss Type Qty Ply HORTON 14277169 DR1749A A9 ROOF TRUSS 1 1 optional) ACCUSPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MTek Industries, Inc. Thu Dec 19 16:58:23 2002 Page 1 1-4 4-9-14 9.0-0 16-2-11 23-5-5 3041-0 34-10-2 39-8-0 40." 1.0-0 4.9-14 4-2-2 7-2-11 7-2-11 7-2-11 4-2-2 4-9-14 1-0-0 Scale -1A8.1 5A Sie c5.8 = > _ 5.00 12 4 5 6 7 8 1 2 B 1 dyyO1 34 = 17 15 15 14 13 12 11 34 _ 3.434= 3.4= be= 7xre= W= 5. 5-14 10-4-0 19-10-0 29-" 34-2-2 39-8-0 55. 14 4-10-2 9-" 9-6-0 4-10.2 5-5-14 Plate Offsets X Y : 4:0-0-0 0-2-4 5:0-3-003-0:0-3-00-2-4 LOADING (psf) SPACING 2-" CSI DEFL in (loc) Udefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.80 Vert(LL) 0.13 12 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.63 Vert(TL) -0.37 12-14 >942 BCLL 0.0 Rep Stress Incr YES WB 0.91 Horz(TL) 0.04 9 n/a BCDL 10.0 Code FBC2001 1st LC LL Min Udefl = 360 Weight: 190 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-4-5 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 53-11 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5-16 REACTIONS (lb/size) 2=19/0-", 16=2578/0-8-0, 9=1275/0-8-0 Max Harz2=114( load case 4) Max Uplift2=317( load case 7), 16=-1532(load case 2), 9=-037(load case 3) Max Grav2=87( load case 6), 16=2578(load rase 1), 9=1289(load case 7) FORCES (lb) - First Load Case Only TOP CHORD 1- 2=14, 23=723, 3-4=829, 4-5=1537, 5-6=-1186, 6-7=-1776, 7-8=-2195, 8-9=-2307, 9-10=14 BOT CHORD 2- 17=-658, 16-17=-1135, 15-16=467, 14-15=467, 13-14=1725, 12-13=1725, 11-12=1737, 9-11=2100 WEBS 3-17= 319, 4-17=546, 4-16=-1211, 5-16=-2384, 5-14=1043, 6-14=-781, 6-12=61, 7-12=117, 7-11=424, 8-11=-224 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=S.Opsf; occupancy category 11; exposure B; partially,MWFRS gable end zone; cantilever left and right exposed ; porch left exposed;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water poreding. pp 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 317 Illuplift at joint 2, 1532 lb uplift at joint 18 and 637 lb uplift at joint 9. 5) Truss Engineer. Junaidie Budiman, PE#45161. Address: l F 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard No. 4.5161 Y o : STATE of ` 0 sS/oR o,.' ANAL A WAJUnNO - Verjjy design parameters and ReAD NOTES ON rffis AND Reti+EREZ sme BeFORR use. Design valld tot use only with MITek connectors. This design Is based only upon parametors shown, and is for on Individual building component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component is tesponsiblBty of butlding designer - not truss designer. Bracing shown Is for lateral support of individual web members onry. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent brbclnp 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-SB Quality Standard, 01111-89 Bracing Specification, and NIB-91 Handling Installing and Bracing QecommendatlonavaBable from Truss Plate Institute, 893 D'Onohb Drive, Madison, WI53719. M iTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1'/. * Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each cr c3 other. ForoU o J5 WEBSa:3. Place plates on each face of truss at each 4 x 2 orientation, locate a:joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of V o a at joint locations. truss and vertical web. o a o 4. Unless otherwise noted, locate chord splices at A length(+ 6" fromC8C, cb panel adjacent joint.) BOTTOM CHORDS This symbol indicates the 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 AT THE LOWEST JOINT 7, Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE 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 FORM019,019 HMRO-AIRO Job Truss Truss Type Qty Ply HORTON 14277170 DR1749A AGAB ROOF TRUSS 1 1 optional) ACCUSPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Thu Dec 19 16:58:24 2002 Page 1 11-0-Q 7-0-9 13-5-4 19-10.0 26-2-12 32-7-7 39-6.0 4D-8-p 1-0-0 7-0.9 6-4-12 6-4-12 6-4-12 6.4-12 7-0-9 1-0-0 Scab • 1:57.2 5x8 = s S,00 12 3x4 9 30 4 5 5x5 - Sx5 3 7 2 e 01aa_ d1 Uri = 14 13 12 11 10 &S = 30 = 3x5 = US = 319 = 3x4 = 10-2-14 19-10-0 29.5-2 39.8-0 10-2-14 9-7-2 9.7-2 10-2.14 Plate Offsets (X,Y): [2:0-4-2,0-1-8], [3:0-3-0,030], (7:0-3-0,0-3-0], [8:0-4-2,0-1-0], [35:0-",0-"], [35:0-".0-0-0], [36:0-041,0-"], [37:0-".0-"], [38:0-",0-0-0], [38:0-" 0-"], [39:0-".0-"]. [40:0-",0-"], [41:0-",0-"], [42:0-",0-"], [43:0-0-0,0-"], [43:0-",0-"], [44:0-0-0,0-"), [45:0-",0-"], [46:0-0-0,0-0-0], 47:0-" 0-" 48:0-" 0-" 48:0-" 0-0 0 49:0-0-00-0-050:04]-00-" 51:0-0-00-0-052:0-" 0-" 53:0-" 0-0-054:0-" 0-0-0 LOADING (psf) SPACING 2-" CSI DEFL in (loc) Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1. 33 TC 0.81 Vert(LL) 0.28 12 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1. 33 BC 0.95 Vert(fL) -0.61 10-12 >764 BCLL 0.0 Rep Stress Incr NO WB 0.74 Hcrz(TL) 0.16 8 n/a BCDL 10.0 Code FBC2001 1st LC LL Min Vdefl = 360 Weight: 292 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-7-0 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 OTHERS 2 X 4 SYP No. 3 REACTIONS (lb/size) 2=1936/0- 8-0, 8=1936/0-8-0 Max Horz 2=222(loadcase 4) Max Uplift2=-1009(load case 4), 8=-1009(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2- 3=-3676, 3-4=-3316, 4-5=-2334, 5-0=-2334, 6-7=-3316, 7-8=-3677, 8-9=14 BOT CHORD 2-14=3362, 13- 14=2795, 12-13=2795, 11-12=2795, 10-11=2795, 8-10=3362 WEBS 3-14=-406, 4-14= 538, 4-12=-855, 5-12=1322, 6-12=-855, 6-10=538, 7-10=-406 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 II; exposure B; partially,MW FRS gable p3 i end zone; cantilever left andrightexposed ;Lumber DOL=1.33 plate grip DOL=1.33. '`9 p Q/ 3) Truss designed for wind loadsintheplaneofthetrussonly. For studs exposed to wind (normal to the face), see MiTek "Standard Gable \ ....-•••.. End Detail" lF/p . 4) All plates are 2x4 M1120 unless otherwise indicated. •'G` 5) Gable studs spaced at 2- 0-0 oc. Y; 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1009 lb uplift at joint 2 and 1009 lb uplift at t joint 8. ; No. 4.5161 7) Truss Engineer. Junaidie Budiman, PEf145161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. yk i LOAD CASE(S) Standard +'; STATE OF s`ZaR112p. O/l M AIYARMNO - VerVy design palmnieters and READ 11 UMS ONTMS AND REVERBC SWZ BEFORE UM. Design valid for use only with MITek connectors. this design Is based only upon parameters shown, and Is for an InclMduol building component to be Installed and k>oded vertically. AppRcablitty of design parameters and proper Incorporation of component b responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stobiBty during construction b the responsibility of the erector. Additional permanent bracing of the overall structure b the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult QS7-e8 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onobio Drive, Madison, WI53719. MiTek® Symbols PLATE LOCATION AND ORIENTATION 44 13i. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. fill 0 Q 0 For 4 x 2 orientation, locate plates/a" from outside edge of o truss and vertical web. 0 This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 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. 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-Nail Joint/Plate Placement Chart. FARTHESTTOTHE 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 M iTek® engineer. 15. Care should be exercised in handling, PAPINEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM016,019 A I DQO1A11N Job Truss Truss Type CITY Ply HORTON 14277171 OR1749A C ROOF TRUSS 1 1 o tional ACCUSPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Thu Dec 19 16:58:24 2002 Page 1 1 0 0 5-2-14 9-10-0 14-5.2 19-3-0 1-" 5-2-14 4-7-2 4-7-2 4-9-14 Scab • 1:33.3 A _ 5.00 t2 gilt c low 3 5 B 2 7 3.4 54 = 30 9-10-0 19-3-0 9-10-0 9-5-0 Plate Offsets X Y : :0-4-003-0 LOADING ( psf) SPACING 2-" CSI DEFL in (loc) Udefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.38 Velt(LL) 0.06 7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.54 Veit(TL) -0.22 6-7 >999 BCLL 0.0 Rep Stress Incr YES W B 0.19 Horz(TL). 0.03 6 n/a BCDL 10.0 Code FBC2001 1st LC LL Min Well = 360 Weight: 82lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-1-10 oc purtins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7-0-1 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS ( lb/size) 6=883/03-0, 2=986/0-8-0 Max Harz 2= 131 (load case 4) Max Uplift6=-438(load case 5), 2=537(load case 4) FORCES ( lb) - First Load Case Only TOP CHORD 1-2=14, 23=-1487, 3-4=-1088, 45=-1088, 5-6=-1455 BOT CHORD 2-7=1354, 6-7=1315 WEBS 3-7=383, 4-7=483, 57=340 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 II; 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 438 lb uplift at joint 6 and 537 lb uplift at joint 2. p 4) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. `9 i LOAD CASE(S) Standard ' l ; G` Q t . into. 45161 e 0SPATEOFO.+ rAAw yw.• s f/ 1M AWARMNO - Ver(/y design parameters and READ NOTES ON TMS AND REVERSE SIDE BEFORE USE. Design valid tot use only with MITek connectors. This design is based only upon parameters shown, and is tot an individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for Wolof support of Individual web members only. Additional temporary brochg to Insure debility during conshuctlon is the responsibility of the erector. Additional permanent brbcing of the overall structure is the iosponslbBBy of the building desloner. For general guidance tegoiding tabtkatlon, quality control, storage, delivery, erection and bracing, consult OST-EE Quality Standard. OSB-Eli Bracing Spectf cation, and HIB-91 Handling Installing and Bracing Reme comndallon ovallabfefrom Truss Plate Institute, 583 D'Onohlo DtNe, Madison, WI53719. MiTek® Symbols PLATE LOCATION AND ORIENTATION 1'/r *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. A„ Lrl For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MiTek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required 40 11 continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. LVU Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FA RTH EST TO TH E LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N 19! 0 MiTeke AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices o at I14 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018.019 HMRO,A1R Job Truss Truss Type City Ply HORTON 14277172 DR1749A CGAB ROOF TRUSS 1 1 optional) RCCUSPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Thu Dec 19 16:58:26 2002 Page 1 t 0 0 5-2-14 9-10-0 /4-5-2 19-8-0 20-" 1-0-0 5-2-14 4-7-2 4-7-2 5-2-14 1.0-0 Srate • 1:35.1 4,m = 4 20 II 20 II 5.00 12 2x4 2x4 i 5 20 II 3 2x4 II II x4 II 0 2 II II 5 7 ` g 2.411 2.411 20 II a 20 II 2x4 II 2.411 3x4 = 5x5 = U4 = 9-10-0 19-8-0 9-10-0 9-10-0 Plate Offsets X Y : 8:04-0 0-3-016:0-" O-M 17:0-" O-" 18:0-M O-M 19:0-0-0O-M 20:0-0-00-" 21:0-0-00-0-022:0-0-00-0-0 LOADING (pro SPACING 2-" CSI DE: FL in (loc) Udefl PLATES GRIP TCLL 30.0 Plates Increase 1. 33 TC 0.42 Vert(LL) 0.06 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1. 33 BC 0.59 Vert(TL) -0.22 6-8 >999 BCLL 0.0 Rep Stress Incr NO WB 0.19 Horz(TL) 0.04 6 n/a BCDL 10.0 Code FBC2001 1st LC LL Min Udefl = 360 Weight: 102lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-10 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-11-4 oc bracing. WEBS 2 X 4 SYP No. 3 OTHERS 2 X 4 SYP No. 3 REACTIONS (lb/size) 2=996/0-", 6=996/0-" Max Horz 2= 1 22(load case 4) Max Uplift2=-541(load case 4), 6=-541(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2- 0=-1510, 3-4=-1113, 45=-1113, 5.6=-1510, 6-7=14 BOT CHORD 2-8=1376, 6- 8=1376 WEBS 3-8=-382, 4-0= 502, 5-8=-382 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to Wind (normal to the face), see MiTek'Standard Gable p 1 End Detail' `94 4) Gablestudsspacedat2-Moc. . ....•....., 5) wit Provide mechanical connection (by others) of trusstobearingplatecapableofWithstanding541lbupliftatjoint2and 541 lb uplift at joint. .`1 l F / 6 8) Truss Engineer. Junaidie Budiman, PEff45181. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard t NO, 4• 5161 •; 0-0 s STATE OF o1Mvat. A WArrMNG - verW designparametersand READ NOTES OxTHlS AND RE Vr WZ SWE BEFORE USE. Design valid for use only with MITek connectots. This design is based only upon panametors shown, and is for an Indwual building component to be Installed and loaded vertically. AppBcablUty of design parameters and proper Incorporation of component is nesponslblity 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 erectot. Additional permanent bnlscing 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, DSI-89 Bracing Specification, and HIS-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onohlo Drive, Madison, WI53719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/14 * Center plate on joint unless Damage Or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply plates to both sides of truss and l . Provide copies of this truss design to the securely seat. building designer, erection supervisor, property J2 J3 J4 TOP CHORDS owner and all other interested parties.. c2 c 2. Cut members to bear tightly against each other. o WEBS JS 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 from outside edge of s' o at joint locations. truss and vertical web. d 0 a 4. Unless otherwise noted, locate chordssplicesP • I14cac, C. 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. For tabular plating format refer to the MRek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. 40 11 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 W a FORM018,019 WISC/DILHR 870040-N, 930013-N, 910080-N Indicates location of joints at which bearings (supports) occur. mi! MiTek® ffMRO,A/R 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, TM erection and installation of trusses. PANEL CLIP © 1993 Mitek Holdings, Inc. r ob Truss Truss Type Oty Ply HORTON 14277173 R1749A D ROOF TRUSS 1 1 optional) ACCUSPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MTek Industries, Inc. Thu Dec 19 16:58:27 2002 Page 1 1 0 0 5-2-0 10-4-0 11 4-0 1 0 0 5-2-0 5-2-0 1-0.0 Scab • 1:20.1 4,5 3 INSTALLATION CRITICAL AS TRUSS MAY NOT BE ROTATED END FOR END. 5,00 r12 4 2 91 S I 11 hA — 52z4 3X+ = US II 5-2-0 9-6-0 1 10-4-0 5-2-0 4-8-0 0-8-0 Plate Offsets KYY 4:0-1-14 0-0-2 4:0-0-4Edge] LOADING ( psf) SPACING 2-0-0 CSI DF.FL in (loc) Udefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.39 Vert(LL) -0.01 6 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.52 Vert(TL) -0.02 6 >999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Harz(TL) 0.01 4 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min Udefl = 360 Weight: 39 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-" oc puriins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. WEBS 2 X 4 SYP No.3 WEDGE Right: 2 X 4 SYP No.3 REACTIONS ( lb/size) 2=561/0-3-0, 4=561/030 Max Horz2=-75(load case 5) Max Uplift2=318(load case 4), 4=318(load case 5) FORCES ( lb) - First Load Case Only TOP CHORD 1-2=14. 23=-596, 3-4=596, 45=14 BOT CHORD 2-6=547, 4-6=547 WEBS 3-6=101 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=S.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 318 lb uplift at joint 2 and 318 lb uplift at joint ` i 11 4/ 4. ,......... 4) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 4. .J. 5) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. G • ''/ LOADCASE( S) Standard t N0.4.51fi1 Y r STATEOFr L A' Z oR Io'' A VARMNG - Verj/y design parameters and READ NOTES ON THIS AND REVERSE SIDa HEPORE If=. Design valid for use only with MITek connectors. this design Is based only upon parameters shown, and Is for an tndWuol building component to be Installed and boded vertically. Applicability of design parameters and propel Incorporation of component Is tesponslblBty of building designer - no$ truss designer. Bracing shown Is lot lateral support of Individual web members onty. Additional temporary bracing to Insure stability during construction Is the responslbWly of the erector. Additional permanent bracing of the overall structure Is the responslbBlty of the building designer. For general guidance regarding fabrication, qualfy control, storage, delivery, erection and bracing, consult QST-08 Quality Standard, OSI.89 Bracing S"cltication, and HIB•91 Handling Installing and Bracing Recommendatlon available from Truss Plate Institute, 583 D'Onofrb Drive, Madison, WI53719. M iTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each c2 a other. o a:3. WEBS JS Place plates on each face of truss at each For 4 x 2 orientation, locate 0 Q joint and embed fully. Avoid knots and wane plates IA" from outside edge of a o at joint locations. truss and vertical web. o a o 4. Unless otherwise noted, locate chord splices at /4 length(+ 6" fromuC, u panel adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in Jt JB 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 responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is i'o 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, 401P 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, T~ IBM PANEL erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM016,019 HMRD,4IR Job Truss Truss Type Oty Ply HORTON 14277174 DR1749A DGAB ROOF TRUSS 1 1 o tional ACCUSPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Thu Dec 19 16:58:28 2002 Page 1 1-0-0 5.2.0 ,_ 10-4-0 t 1 4 0 1-0-0 5-2-0 5-2-0 1-0-0 Scale • t:zo.t 4,e = 7 INSTALLATION CRITICAL AS TRUSS MAY NOT BE ROTATED END FOR END. 5.00 t2 20 11 2.4 11 4 2 2.411 .1 2.411 3xB II U4 - e20 3.. 5-2-0 9.8-0 1 10-4-0 5.2-0 4-6-0 0 8 0 Plate Offsets MY): 4:0-1-14 0-0-2 4:0-0-4 Ed e LOADING (psf) SPACING 2-" CSI DEFL in (loc) Udefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.43 Vert(LL) -0.01 6 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.56 Vert(TL) -0.02 6 >999 BCLL 0.0 Rep Stress Incr NO WB 0.03 Horz(fL) 0.01 4 n/a BCDL 10.0 Code FBC2001 1st LC LL Min Udefl = 360 Weight: 43 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.20 TOP CHORD Sheathed or 6-0-0 oc puffins. BOT CHORD 2 X 4 SYP No.2D BUT CHORD Rigid ceiling directly applied or 10-M oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 WEDGE Right: 2 X 4 SYP No.3 REACTIONS (lb/size) 2=564/0-3-0, 4=560/0-1-8 Max Horz2=-75(load case 5) Max Uplift2=-319(load case 4), 4=-016(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 23=-003, 3.4=-602, 45=14 BOT CHORD 2-6=553, 4-6=553 WEBS 3-6=101 NOTES (8) 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; partialty,MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. i E j 4/ r'\ 9 3) Truss designed for Wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable \ .......•..•1 End Detail" 4) Gable studs spaced at 2-0-0 oc. ;'GL •. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. •• 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 319 lb uplift at joint 2 and 316 lb uplift at joint * 4. No. 4.5161 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 4. ..a 8) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. lSTATEof LOAD CASE(S) Standard 0 1 16• ssR 10,t/" WPM 01UA1. A WARIMING - verjfy design paranssters and READ NOTES ON TffiS AND REti'E = SWE 1BE = UM. 0 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 desgn 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. Addltbnal lemporary broeing to Insure stability during construction is the responsibility of the etectoi. Addltbnal permanent bi>ecing of the overall structure is the tesponsibmty of the building designer. for general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-83 Quality Standard, DSB-89 Irocing Specification, and HIB-91 MiTek® Handling Installing and &racing RecommendallareavaSb able fromTrussPlateInstitute, $83 D'OnohDelve, Madison, WI53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. J2 J3 J4 owner and all other interested parties.. 4 TOP CHORDS 2. Cut members to bear tightly against each C7 other. O WEBS J5 a:3. Place plates on each face of truss at each For 4 x 2 orientation, locate O , QL joint and embed fully. Avoid knots and wane plates I/a" from outside edge of o_ a at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chords lacesP at I14 length(+ 6" frompanel adjacent joint.) BOTTOM CHORDS This symbol indicates the 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 ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibilityPN 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, T~ Jill PANEL erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM016.019 0"RD,A/R Jbb Truss Truss Type Qty Ply HORTON 14277175 6R1749A J ROOF TRUSS 14 1 optional) ACCUSPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Thu Dec 19 16:58:29 2002 Page 1 1 0 0 7-" 1-0.0 7-0-0 3 scm • 1:16.6 5.00 12 2 20 = 7-0-0 7-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl PLATES GRIP TCLL ` 30.0 Plates Increase 1.33 TC 0.64 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.16 Vert(TL) -0.26 1 >65 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(fL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Udefl = 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.20 BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. REACTIONS (Ib/size) 3=234/Mechanical, 2=424/0-8-0, 4=66/Mechanical Max Harz 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, 23=75 BOT CHORD 2-4=0 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially,MW FRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 255 lb uplift at joint 3 and 175 lb uplift at joint 2. 4) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard ptE 183 r No. 4.5161 Y 0'•. STATE OFORI JV96AL A WARMG - Vert& design pasassseters and RF-W xaMS ON TMS AND xavare E smS BEMRS USE. ® Design volld tot use only with Mffek connectors. this design b based only upon parameters shown, and Is tot an Individual building component to be Installed and boded vedicalty. ApplIcablilty of design parameters and proper Incorporation of component b iesponslblBty 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 brbcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, dellveiy, eiectlon and bracing, consult QST-88 Quality Standard, DSO.89 Bracing Specification, and HIO.91 Handling Installlna and Bracing Recommendation available from Truss Plate Institute, 683 D'Onofrb Drive, Madison, Wl5371 V. MiTek® Symbols PLATE LOCATION AND ORIENTATION 11/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. T D Cl For 4 x 2 orientation, locate plates 1/8" from outside edge of o truss and vertical web. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MITek/Gang-Nail Joint/Plate Placement Chart. FA RTH EST TO TH E LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 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. MiTeko O AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each 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. 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 puriins 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 HMMO-MR Job Truss Truss Type Oty Ply HORTON 14277176 DR1749A K ROOF TRUSS 4 1 optional) ACCUSPAN-TH, LONGWOOD. FL 5.000 s Sep 4 2002 MTek Industries, Inc. Thu Dec 19 16:58:29 2002 Page 1 1-0-0 5-0-0 1 0-0 5.0-0 J Stare • 1:13.0 5.00 ri2 2 1 4 20 - 5-0-0 5-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl 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(fL) -0.08 1 >199 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Udefl = 360 Weight: 17 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-0 oc puriins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. REACTIONS (lb/size) 3=155/Mechanical, 2=335/0-8-0, 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, 23=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; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 178 lb uplift at joint 3 and 159 lb uplift at joint 2. 4) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard 13 P10. 45161 rOSTATEOF V 411' O R t0A1' A WARN O - VerW design pararneters and R&W NOraS ON rffiS AND itava M SME Or"RE uses. Design valid lot use only with MRek connectors. This design is based only upon patometem shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parometeis and proper tncorporatbn of component Is, fesponsRNilty of building designer - not truss designer. Btocing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the tesponslblllty of the erector. Additional permanent bracing of the ovetall structure b the ursponsibillty of the building designer. For general guidance tegotding fobtication, quality control, storage, delivery, erection and txactng, consult QST-015 Quality Standard, OSI.89 Bracing Specification, and HIS•91 Handling Installlnp and Bracing Recommendation available from DuPlate Institute, 583 D'Onof to DtNe, Modbon, WI53719. M iTek® Symbols PLATE LOCATION AND ORIENTATION 13/. *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. A„ 0 0 For 4 x 2 orientation, locate plates 1/8" from outside edge of o 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 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 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. MiTek® . AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury l . Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at I/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. PANEL TM CLIP. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised In handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018,019 oANa-MAUL O HMRO.AIR Ply I HORTON 14277177 DR1749A ACCUSPAN-TH, ROOFTRUSS 4 2002 MTek Industries, Inc. Thu Dec 19 1 LOADING (psf) SPACING 2-M CSI DEFL in loc) Vdefl PLATES GRIP TCLL 1 30.0 Plates Increase 1.33 TC 0.11 Vert(LL) n/a n/a MII20 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.03 Veit(fl-) 0.01 1 >999 BCLL 0.0 Rep Stress Incr YES W B 0.00 Horz(rL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Vdefl = 360 Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. REACTIONS (lb/size) 3=69/Mechanical, 2=253/048-0, 4=26/Mechanical Max Horz2=101(load case 5) Max Uplift3=-99(load case 5), 2=-149(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=29, 2-3=54 BOT CHORD 2-4=0 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 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 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 Scale • 1:8.7 No.4.5161 0 = * txr O MATE OF r ,L A WARNDVO - VerW design pararesters and READ NOTES ON 7WS AND REVERSE BIDE BEFORE USE. Design vatld for use only with Mites connector*. This design is based only upon parameters shown, and is for an Individual building component to be Insfolied and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the rosponslblBty of the building designer. For general guidance regarding fabrication, quality control. storage, deMery, erection and bracing, consult OST-88 Quality Standard, OSB-89 Bracing Specification, and HIB-91 Handling Installlna and Bracing Recommendation available from Truss Plate Institute, 583 D'Onohlo Drive, Madison, Wl53719. M! 0 MiTekm 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 Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. A" J2 J3 J4 owner and all other interested parties.. TOP CHORDS ru 2, Cut members to bear tightly against each a 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 I/8" from outside edge of o a at joint locations. truss and vertical web. o a o 4. Unless otherwise noted, locate chord splices at /4 length(* 6" frompanel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of 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 ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MiTek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9, Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional M iTek® engineer. 15. Care should be exercised in handling, nTM erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018.019 HMRO,A/R® Jbb Truss Truss Type Oty Ply HORTON A1749A M ROOF TRUSS 4 1 14277178 optional) ACCUSPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Thu Dec 19 16:58:31 2002 Page 1 a 1-0-0 1-0-0 1-0-0 1-0-0 stab • 1:5.2 2 5.00 12 1 4 1-0-0 2a4 1 0 0 LOADING (psf) SPACING 2-" CSI DEFL in (loc) Well 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(fL) 0.01 1 >999 BCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(fL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Well = 360 Weight: 5lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-0-0 oc puffins. 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-", 4=9/Mechanical Max Horz 2=53(load case 4) Max Uplift3=-25(load rase 5). 2=-142(load rase 4) Max Grav3=31(load case 4), 2=177(load rase 1). 4=9(load case 1) FORCES (lb) - First Load Case Only TOP CHORD 1-2=28, 23=37 BOT CHORD 2-4=0 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially,MW FRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of Withstanding 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 p 17a!/ sees.• Y 1 No. 45161 ,t O STATE OF AIVARNINO • VerW design parameters and REeD NOTES ON THIS AND REVERSE SME BR ORE USE. Design valid for use only with MFTek connectors. this design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. ApplcabpRy of design parameters and proper Incorporation of component Is iesponslblllly 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 responslblllfy 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, consull GST•IE Quality Standard, DSI.89 Bracing Specification, and HIS•91 Handling installing and IrocIng Recommendation available from Truss Rate institute, 593 D'Onohio Drive, Madison, WI53719. M iTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t'/. *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each C2 72 other. JS o WEBScc3. 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/a" from outside edge of O a at joint locations. truss and vertical web. o a o 4. Unless otherwise noted, locate chords lacesP at /4 length(+ 6" from c8 C? C panel adjacent joint.) BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT To RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018,019 GANG -NAILoo-wL fMRO,AZR0 Ab Truss Truss Type Oty Ply HORTON 14277179 EfR1749A S ROOF TRUSS 2 1 Is optional) ACCUSPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Thu Dec 19 16:58:54 2002 Page 1 1-5-0 5-3-5 9-10-13 1-5-0 5-3-5 4-7-8 Scalar 1 sal 3.54 Fl 3.4 ss 3 2 e Li 2.411 7 e s 3.4 = 2.0 = 5-3-5 9-10.5 9-10 1 5-3-5 4-7-0 0-0-8 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) VdeB 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) 1st LC LL Min Well = 360 Weight: 41 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-11-6 oc purtins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 8-3-7 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 4=309/Mechanical, 2=514/0-11-5, 5=430/Mechanical Max Horz 2=271(load case 2) Max Uplift4=-010(load case 5). 2=-266(load rase 2), 5=-169(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-8=24, 2-8=24, 2-0=-1072, 3-4=64 BOT CHORD 2-7=1003, 6-7=1003, 5-6=0 WEBS 3-7=166, 3-6=-1071 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 310 lb uplift at joint 4. 266 lb uplift at joint 2 and 169 lb uplift at joint 5. 4) Truss Engineer. Junaidie Budiman, PEt145161. Address: 16472 Segovia Cir. N.. Pembroke Pines, FL 33331. pp j n LOAD CASE(S) Standard 1 13 1) Regular. Lumber Increase=1.33, Plate Increase=1.33 _' •••'; •., / F Uniform Loads (calf) 4 Vert:1-8=-74.0 Trapezoidal Loads (plf) ' Vert: 8=0.0-tD4=-183.1, 2=-1.7-toy=49.5 * : N0. 45161 'k Y STATE OF w S`'O R 1Q.' ANAL A WARMING - v r{ fy design parameters, and R&W Noma ON TBn AM ttavat W SWE BEMIM UM. Design valid lot use only with MT[ek connectors. This design Is based only upon parameters dawn, and Is for an Individual building component to be installed and boded vertically. Applicability of design parameter and proper Incotpotatbn of component la iesponsmlPty of building designer - not truss designer. Bracing shown Is sot lateral support of Individual web members only. Additional temporary broci g to Insure dobDity during construction Is the responsibility of the erectot. Additional permanent brbcing of the overall structure Is the responsibility of the building designer. For general guidance tegarding fabrication, quality contiot storage, delivery, election and btacing, consult CST-W Quality Standard, DSB-89 Bracing Specification, and MIS -fit Handling Installing and Brocing Recommendation available from Truss Plate institute, 583 D'Onofrb Drive, Madison, Wl5371 V. M iTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. * Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 73 2. Cut members to bear tightly against each c2 other. WEBS JS a: 3. Place plates on each face of truss at each For 4 x 2 orientation, locate O - , Q joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of o at joint locations. truss and vertical web. o a o 4. Unless otherwise noted, locate chord splices at'/4 length(+ 6" from C, r_6 panel adjacent joint.) BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown an design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, 401 unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown, Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or 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 HYDRO-AW 0 r , I I f I — s. I j- Z T S M IL I IK L! KI i i I I A 7 - --- ---- - -__ - -- - -- CDVERED PORCH _ A 9- 9-4-0 I-BR:(G':.\ I I 1 T7 A13 A15 Ali - i i A 19 - I 7 A A A I I I i• I i I A A T1:L I T. I A A- A -- I j i===AGA====_____ c1-j- 13-11-0 BRG. IN ENTRY 0 I 11-0-0 V%'A RNI r1 C-: ALL BEARING WALLS TO BE PLACED 1 - L 1 PLY HGR. V,&I CEI I REVIEW ALL SPAN DIMENSIONS--BRG. WALLS I PRIOR TO SETTING TRUSSES.. 1 1 d. d 2 PLY HGR. 1ENIGNEERED DRAWINGS--LOADING--PITCH AND OVER/HANCS L- - — WALLS SHOWN ARE TO BE BEARING.. ,11 li 3 PLY HGR. SIGNED APPROVAL: X 1 JOB NUMBER: DR1749A DATE: 1-24-01 PITCH: LOAMSHINGLES 407-321-1440C CU SPAN CUSTOMER: D.R. HORTON 5 H: 12" BY: T.H JOB NAME: MODEL 1749 "A" ELEV. ABRG: BLOCK 0 I 0 i I k I s 4,rj_z, . CAULK BETvEEM ONE eT WOOD CONCRETE OP WOOD BUCK L BUCK By OTHERS_ N1Asaw I OPENING HAS-Y. OPENING 6T OTNEP.S 8' OTHER', CAULK. BETWEEN WINDOW FLANGE L WOOD BUG. " 1-1/v HIM. a n < EMBEDnE-T IHSTALLAtIOH ANCHOR I 3/16' CIA. TAPCON STUCCO J / SHIM AS REO•D. By OTHMS 1/a• Mau ICRIEr"(SEEJ//rGLASI NOTES) 1 CAULK• 1 YT.OflERS FLANGE TYPE WINDOW FRANC R[G[D VfxnWADER GLAZINGH BEAD K (TYPJ DOW h cTTP.) (SEE NOTES) 11T) I CAULK BETWEEN WINDOW FLRfE L PRECAST SILL W/ WULKEN U6 AOHCSIVE CAULK. OR APRV'& EOL- PERIETCR GK.tit By OTHERS Al E.M. SUCK HEIGHT) FLANGE TYPE v1Ngav FRANC SILL I B.W BUCK WIDTH) INSTALLATION ANCHOR arc By WOOD 3/16- DIAL TAPCON BUCK Br OTKRS STBT SHIM AS RCO'D. RIGID VINYL 1/4- NAX. GLAZING BEAD ( SEE NOTES) t TPJ GLASS TTPJ(SEC NOTES) FLANGE TYPE WINDOW FRANC IA" Ca1LK BETWEEN VWDOv FIANCE L WOOD k1JCK P PCRIJ V.V. WINDOW WIDTH). CAULK BETWEEN WOOD BUCK L MAS'T.. OPCNING BY OTHERS SECTION B—B CONCRETE OR HASONRT OPENING BY OTHERS C•7 v AST SILL a a IT OTHERS I SECTIONTN1LI ' 'A—A" 1) SHtU AS REO.O. AT EACH tNNST^LLAt1ON ANCHOR. MAX, AuOwAE — SHIM STACK TO eE 1/4-. eL0 I /" t B o f 4 •*./ E 3) w(pOw FRAME HATER_ AW_ ALLOT 6063. 3) INSTAL(ATON ANCHOR. MUST eE OF SUFfKtENT LIM. TO ACkCl A- HOc. EHF-•EOWS-.NT OF 1-1/4' INTO MASONRY OR CONCRETE. w a) USE SmCOmZED ACRYLIC CAULK SENtNO .00w FWNGE AT PCAO @ JMNeS. SLL MUST EE ATTACHED TO THE "STRATE w TH VULKEM I 1 6 ADHESIVE CAULK OR APPROVED EO3AL. S) 1/S SIUCOMZED ACRnK CAULK FOR PERIMETER FOAL AROUNu W.P, EXTERIOR Of W-Do. FLu.GE. 6) If EXACT wtwDOw SIZE IS HOT LISTED m ANCHOP. CMARr, u5_ ANCHOP OUANttrY LIVED "TH NEXT LARGER .. FO'r. APPROPrCA. i DESIGN PRESSUPE REO.O 7) GLASS THCKNE55 MAY VARY PER THE F.EDUREMEnT; 0% ASTM E1300 CLASS CHARTS. 6) t•=TTEP.-ESCmTKWS ON THE TAPCON !Oe:Ar*N CKAPr Nocca._ . . wHERE TAFCON ANCHORS AAE t0 BE mSNAL!_•' TMEn u'tinG TEE r . • i EXTERMELEVATIONASAKEYK O' ,. 1 • / N yt W y I `, lI3) SIZE NOT AVMLASLE m ICOO OP. ISOO SEKS I 9) ALL FACTO?T APPLIED TOLES NOr OESIGNATED fN),R TAKE.- ANCHOR SHOULD 6E Fa!EO wttH p SCREwS 0 !TN• TO PRO1*1 MIN, S/: m EMeEa,N NT m:0 wfAYO EWC)!-.- J 4 r 10) FLORtDA EXfiU0EA5 lcxA SE;,,ES Smith ,.t:N: 15 SHOwn :-.S PRINT A!SD AFP•JES Tn ; -- FLr1FpyL E+:AP:E A-.- _Xc I V! y SERIESS;IA = HunG: 1:) M'HEAE 'A.\'•') R If: :% '. :I. A•F_i!.i[• .- a tION V; y_X TE 4. r FLORIDA RNATIONAL INC EXTRDERS`"S4 FORD. FLOP.IDA TITLE: ! NSTF.LI_AT;DN D:T cL SGH cur;L• _-`:r,- V rN,,_ _ S'8 i =S ! 000 i 500 E %000 ORAAN BY: i APPROVED S : DAT- r-i0/10 i.) ,SCALE-:.:C DWG. -:L7X00!S 1' HCHEKBCOU HEATNING Y OTHERS — t pNSTAIIATIDN ppR SrAtEv STYP FofEXTCRIDRROTHERS PCRLETER CAULK BY OTHERS rim FRAM HEADER I II GLAZING (TYP. SEE NOTES) Omv --• CB7I EXTERNR PERIMETER CAULK BY OTHERS XTERIOR fINISN rr OTHERS 8 IMSTALLAT ION NUOR SCREv NTrP.) EATHING f 3r OTHERS CAULK BEHIND rim TVO BY BUILD DOVN BY OTHERS SHIM AS RCO'D. SEE NOTES) Vr IMC nml 1PAa rim rRANC SILL SHIM AS REO•D. cSEE NOT — ES, 1' " 1 1 xucNI I SEC110-Ir1 S-A wS7Acc ryOTES. 1) SHUU AS REO-O. ADJACENT TO EACH INSTALLATION ANCHOR MTN LOAD BEARING Snw. uAx. ALLOWABLE SHIM STACK TO BE 1/4'. 2) WIDOW FRAME MATE)F AL, AL/LINUM ALLOY 6063. 3) USE Sl/OOMZED AGRTUC CAULK MONO WIDOW FIN AT HEAD. SLL k JAMBS. t) USE SLCOHRZED ACRYLIC CAULK FOR PERNCTER SEAL AROUND EA'IEROR Or WINDOW S) CLASS THoamESS HAY VARY PER THE REOLWMuEHTS Or ASTM E1300 CLASS CHARTS. SNCLE GLAZING 5 SHOWK INSULATING CLASS IS ALSO OUALnCD. 6) SCREW ANCHORS AT HEAD. SILL k JAMB$ SHOULD BE IS SCREWS OF SUFFICIENT LM TO PROVIDE HTK 1 N. MAN. EMBEDMENT MO WOOD FRAME. PLACE /8 SCREW ANCHORS 6' FROM COWERS AND 24' O.C. MAX. 7) BUILD DOWN AROUND CURVED PRDON OF WINDOW FRAAE TO BE EHW ERED BY OTHERS. BUILD DOWN MUST BE Or SUFFICIENT STRENGTH To ADEOUATELY TRAN$ rER LOAD FROM WINDOW TO THE STRUCTURE. B) FLORIDA EXTRUDERS 1000 SERIES OfSONER WIDOW SHOWN. THIS PRINT ALSO APPLIES TO FLOROA EXTRUDERS 1750 SERIES k, 2000 SERIES. 9) ELEVATIONS SHOW C*n&ON CWXURATIONS. IT IS NOT MENDED TO LAIIT USE Or THUS PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL CONMIRATONS THAT CAN BE MANUFACTURED FROM THE 1000. 1750. k 2000 SERIES DESIGNER TV= WINDOW FRAMING SYSTEMS. 10) WINDOW UNIT CAR ALSO BE DULLED TO OTHER UNITS USING ALUUNUM TUBE MULLION. SEE UULAION INSTALLATION SHEETS rOR REOWREMENTS. WtNDOW WIDTH A WIDOW NHEHGNTI A EXTERIOR ELEVATION Iva a. rRv,:Nr 3, OTHERS U 7 c K µUBEN:Nc rim r yD5l+ lV1ty j NOTE, n Jam+ VN' MAL N8 INSTALLAIION SHIM v a ANCHOR SCREV RIrP•M NUN AS REO'D. IV13 Br CRANING. Br OTHERS SEE HOICS, CAULK BEHIND rim rim fRAHE JAMB LAZING (TrP. Hs : fJV SEE HOTfS) Ads ev SMEAjNI f- i. Br.OTRCRs. EXTERIOR E% TCRIOR FINISH' BT OTHERS VRHcwv v10Tn PERIMETER CAULK BY OTHERS SECTION B- B EXTERIOR EL ' VAT ION FLORIDA EXTRUDERSINTERNA71ONAL. INC SANFORD, FLORIDA TITLE: FIN INSTALLATION DETAIL DESIGNER FIXED wINDGw 1000, 1750. & 2000 SERIES DRAWN BY: BB , APPROVED BY: DATE:02/ 14/02 ISCALE:NTS JDWG.: FLEX0037 r as ONE By BLACK By OTHERS INSTALLATION ANCHOR 10 SCREW CM(ICOuCnr BUCK WIDTH $ SPA CAULK BETWEEN WINDOW BUILD DOWN By OTHERS FLANGE L SHEATHING ALSO APPLIES NOTES. TWO or rRANInG 0 SILL) 1) SHIM AS REO.O. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM, MAX. BY OTHERS ALLOWABLE SHIM STACK TO BE 1/4. LYVOOD <TTP.t 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. TT OTHERS 1 -3/8" MIN. 3) TAPCON INSTALLATION ANCHORS AT SILL MUST BE OF SINTICIENT LTHL TO ACHIEVE SHIN AS REOD LAfCDdM MIN. CuBEOLENT OF 1-t/A' INTO MASONRY OR CONCRETE.Ito NSTALUTION • SCREWS AT HEAD L JALAS MUST BE Or SUFFICIENT LENOTA TO ACHIM 1-3/8' SEE NOTES) um. EMBEDMENT INTO WOOD FRAMING AND a" DOWN SICK REOLRiED. EXTERIOR fINQSN INSTALLATION ANCHORS h SCREWS TO BE PLACED 6 IN. FROM CORNERS L4 24 N BY OTHERS O.G LNAIL VTNOOv rRmC A) USE SLICON= ACRYLIC CAULK BfH IHO 9AN00W FLANGE AT HEAD. SILL t JAAM. JAMS 5) USE SIICONQED ACRYLIC CAHLX FOR PERIMETER SCAL AROUND EXTERIOR Or WAOW FLANGE. TtAZIHG'(T- 6) CUSS 1l/COESS WAY VARY PCR THE REOUIREmONTS Or ASTu Ei300 CLASS SEE ATEb '. SHOW SPACE WNLARTS. SINGLE GLAZING 4 SNO16lFATING GLASS 650 ALOUNfHED. CHARTS. 7) BUILD D DOWNAROUND CURVFD PORTION OF WIIAOW n ANTE TO BE ENCINM.EROD BY OTHERS. BUILD DOWN MUST BE OF SUFTIMIT STREnCOH TO ADEOUATELY TRANSFER LOAD FROM WINDOW TO THE STRUCTURE PERIMETER CAULK BY ETHERS v[NODv rRAK HEAD WINDOW ' K1CH/ i CXTC'IUGR I .I WINDOW FRAME SILL PERIMETER CAULK BY OTHERS EXTERIOR FINISH BYOTHERS 8) FLORIDA CMUCICRS 1000 SERIES DESIGNER WINDOW SHOWN. THIS PRINT ALSO APPLES TO FLORIDA EXTRUDERS t750 SERIES k 2000 SERIES. 9) ELLVATIONS SHOW COMMON CONFIGURATIONS. (T AS NOT MENDED TO LIMIT VSC Or AS RCO' D M THIS PRODUCTTO THESE TWO CO1d10URATIONS. THIS SHEET APPLIES TO ALL PERIMETER CAULK SHIN SHIN AtRE COjCUPATIONS THAT CAN BE MANUFACTURED FROM THE 1000. 1750. & 2000 BY OTHERS SIRIES DESIGNER FIXED WINDOW FRAMING SYSTEMS. 10) WINDOW UNIT CAN ALSO BE MULLED TO OTHER UNITS USING ALUL04LW TUBE VINDIN A- UULUON. SEEMULLIONETSINSTALLATIONSHEFORREOUIEMENTS. GLAZING (TYP. SEE MATES) SHIN AS RCO' D SEC NoICS) a" HEIGHT WINDOW WIDTHA I WP/ DOW 1 KIGHHT 17 B BI1AL .. MA" SHIM SPAC.c EXTERIOR ELEVATION CAULK BETWEEN d WINDOW rLANGr ONE BY d Q 1 L WOOD BLACK1/c. vLENTRAL FLORIDA B.O.A.F. .A.i.CAULKBETWEENtMWOOD BLACK A.& lFACTMER NAME: OPENING UK CTWOODBYOTHERSBUCK B, GIKRS _ CONCRETE OR SECTIOI J A —A \` R .E # 'l 9 SOP•r1N::uLc:lt: -K;4w. _._r.. ME?.c 7no Lia tc CryN L _ .. _.- CALLK BETWEEN TWO Or BUCK ... L .CO¢RETC of OTHERS INSTALLATION ArgQR ;. Ito SCREW L GOTHIC BCTvCENN } 1y 4 VINDOV. FI ,i VmD;BLACK- . al c 'T =,i'= x. tea' v • ,f . of EXTERIOR FIHISH ' r-• BY OTHERS WOOOW WIDTH' A s. 1 I WnrmOw 1 MEHGM B B I 1 mac SECTION B- B EXTERIOR ELEVATION FLORIDA EXTRUDERS'"SANFORD. FLORIDA TITLE: FLANGE INSTALLATION DETAIL V/ FRAME BUILD DOVN DESIGNER, FIXED VINDOV 1000, 1750. & 2000 SERIES DRAWN DY:BB j APPROVED BY: DATE-02/12. 102 SCALE: Nis Ion— FLEX0036 L A, SHEATHING BY OTHERS T r STICW J OR.SIDING BY'fOTHERS pERIMETER CAULK BY OTHERS INSTALLATION ANCHOR DOOR VIOTH SHIN -As RE'0.O rS SCREV SEE NOTES, CAULK BETvEEN TVO BY v00D DOOR rLANGE BY OTHERS SLIDIMG GLASS l SHEATHING DOOR rRAMC yixe l loft DERS SLIDING GLASS DOOR ,BANE SILL C f 1-I/8' MIN. -• EMBEDMENT SLIDING CLASS DOOR rRAME HEAD TEMPERED GLASS (TYPJ ff 1/(' MAX - a SHIN SPACE : j Ai. . TEePERMICLASS. TYPJ DOOR HEIGHT 0 EMBEDMENT O A 1-1/4' MIN, PERIMETER' -- CAULK BY OTHERS SECTION B-B w'. YNNn xAtt rv0 By woo 1-1/8 MIN. • BY OTHERS 7 SLIDING GLASS DOOR _ AS .REO'0. HOOC-STRIP SEE'-MTES)_ tr(STALLAT[OH AT I'CFaR.:°-.:::..,Z.=• . ae SCRE„ £ e INSTALLATIM ANCHOR S SCREV TVO BY vOOD BY OTHERS CAULK BCTVEEN HOUK STRIP L SHEATHING !• iryt/ f _CAULK SMICEN le- 1 hn:. `i'-.r-.:..;,o`r ,... - - • j._: •. I DOOR riANGE — 1BREATHINGC. SHEATHING,. BY OTHERS SHEATHING BY OTHERSTEMPERED GLASS - STUCCO (TYPJCCO OR SIDING - QR SIDING °: -:' BY OTHERS BY OTHERS ._ --SLIDING -GLASS _DOOR ._... : R .c• - INTERLOCK - .. .. HOOK-STR IP%DETAIL MITIU Ww MATERIAL, ALUMINUM AtLO, 6%S! L ' • t -` f • ^ ,Li• • •` f . Z, X9 INSTALLATION SOLAVS MUST ¢ IF S1frICO:MT LCrGTM TO Ad4Ct2 Ntri ENlED,EMT !: ' j O 1-I/R' INTO %=[L TAPCON TYPE INSTALLATION M4C6tS AT SILL AT,G. orslfrlCICNTLENGTHTOACHMECNINCNZE6ENTCr1-LAN• INTO NAS MXy Qt Ccocecm- L INSTALLATTOM ANCHOR CN'21 ON BACK Or TMRS SMELT. - - -+ xxZ • A, USE SILICONIr3 ACRYLIC CAULK KMM DOOR rLANGE AT MEAD L J, 3%. • • L ,18 SDLfCOGZCD ACRYLIC CAULK TOR PERIMETER SEAL AROlNO EXTERIOR Or DOOR --....-___..,L(,`. _ u tr C.-CT DOOR SIZE IS OCT LISTCD IN ANCHOR CHART. USX ANENOR *,ANTRA LISTED Nr,TH MEAL Z1 c1: t]i LARGERSIZE. rOR T.0 APP50PRIAtt OCSKA PRCSSUi RSO-0I . 7, TOR POCKCI DOOR SIZLS trM CLOSEST WASS DOOR SITE L COWIORATION TO rpaDla";. , PLACE INS TALLATtO, ANCHIRS. IN rRO'd Or NOW. STRIP AS SHOVN I v GLASS iNRCKMESS NAT vART PER RCDuIREMENTS Or AS rN EI700 GLASS dNA21S. •'}_ ', ' S, DOD! WIT IS APPROVED USING fEWERED CLAS: IN SINGLE GL•ZCO OR INTGLAIIG GLASS 01 JAMS M SILL CORNERS ARE TO SE SCALED IT. A SMALL JOINT SEANN SEALED II. WN AS REC'D, AT EA. SET 6 INSTALLATION ANCHORS. MAX. ALLOVASLC %MIN STACK TO BE LAN'. , 12, ALL INSTALL'T03M AMQSE MAA C'SMUSTDCCrIrCGRROSMMRESISTANTTERIALS. III ",ERE" RCPRCsLNTS ,GvtMG PAML AND V• REPRcscNrs rIKEO PANEL APKAMO COWIGNRATtONi ARE A' LISTCD ON A,<MY EMARt ON 9ACK OrIMIS SHEET. EXTERIOR ELEVATION I•, .QF ALL CO j0,A.TIDNS LISTED AW11 12C S,Q— a THIS DRAU'WG. MOVCvcR WSTALLAtLON SECTIONS 'A A•. •9-9- L 33K STRIP DCfA:L APP T TC INSTALLATION 6 ALL '%IO`/CD C,} IGIV. MTIO,S. 2PANEL OQP SMOVN IS, rLO: RtDA c.IRUOC2S = 7ER1Ei TLUtk GLASS DOOR IS DCvN TMIs PRINT ALSO APPLIES 10 ROOD SERIES - D SDD SERIES. I LIBERALLY APPLY CAULKING UNDER SILL OE SET SILL IN BED — iN: TA,LATiCN ANC?QP. Or CONCH TE 3,!s, D:A iA:COM SECTiuN A - A F ; 2C 02 j I 9 B REVS DESCRIPTION DATE EXT I IN' F L O P I D A [NT RINC.RS SANF70RD FL. TITLE: SLIDING GLASS DOOR INSTALLAT!GN WITH 98 SCREWS DRAWN BY: aB 1 APPROVED BY: Tc: ,2/! 7101 SCALE: NEE JD G Z. - — 7 S i 1 ry lAw vH. jAue (TM, c 1 Si.ALAN: 1 VDUGV FLAI 1 - L MJL 1 1 ' 1 I 1 lean s!L— jAHB (TYPJ SEALANT VENM i I I I 1 1 1 1 t 1.Oxc' x3/E G SH . 7uiff Mt:iuV , T.'PC& W_F.TiCAL TO 'r.OR':ZCNTAL MULLION TO MiLLIC-N TL• EE K-LLISN J 1.- (TYPJ , I - - aE' X !/2 SELF _ P5 X 1/c St1T 2 X 4 X.3/6 1 - 7A I-777-7777 1GSMS .-...:.. ._ . 7i1HE HLt.t • - t- •--•- . T -- ___—'_ i: _'., _ 6r cT•.2.:. '. _ Sv'.'• A7",Z.V C.:Y"..-_— GalZ SLY r a, SL. S al.tS _ 1GG0:=L _ ; io D= Ta'1 C iX OR CX wm ui- -- W tY f£ 1 t a E'•'. - T, ':I'!'. ;rr;'*fra3 i +. I1..Sa ,Z:S;tF' vvaay.F,Lowc—.S '— ••8--x-1-1/2 SELF--• ',__ Vic.:!•. t .} 51.• r`•. •d.a.;+1 I `. o ' i• Hc5 3+ ECS t eii.UPPItw St+S _dam f y t-- -- _ eE' xa=;r SE F - _.__ ._ - P e6 x 1/c-S£IF iAF? Ihi -SYS. _? p 58 .i'. S i S I?. -.. _ 1f - -'T .T il37i1:u S`iS - 2_ S . _ i •. Ss- CT'ON AtA— 2) 1_ f3.fiLi 1X.. R2X X 2 7/16 X L/P - _ . __.1 X 2 7/16 X 3/E - -- --- T. JK t• j LlbN -- rd, Sl1 TIRE YJ$_LMN' - JAN" ( TYPJ LANr imrv 08 X 1-L/2 SELF VINMV FLAbUS TAPPSMS L M. r LVIv T SECTION A —A (7) 66 X 1/2 SELF TASELF F? RS2SHS T, PIKG SMS r E'£t1 SFAlWT EEWEENCES VD4mv FLA? r'ES - 4E X1-1/2"SELF THY -__ •__ . .. _ . _ .. t R. UM' T??Pig S"S e :Y 1- 1/2 SE r TaPPlftti s' 1s SECTION A —A {4) SECTION A. A. 61: rI x < x I/£ ! X < X 3/ B FU2E MRLE 7i m4 IFT 6 x i/_ Sc TAPPING Sms I iwc. S.Y. vp E X 1/ 2 SELF T.A=PiNG SMS T.: •. i is : i LUJI avac crra 4L srsz<ySILL PRECAST V By GTH£ aS-Ca , '}'..` •_.:.:f h'JXILlA4Y =PLATS--t ffCR A79ITICKAL•-AtC•.°3aS._ Y.Et7 fEC'JL C) - .j .. 't O O r FLORIDA EXTRUDERS INTERNATIONAL . FLORIDAID rtTLE:S= PSH. EE7 I GiF 2 V=KT'_CAL L_ iLlN 0 H0RIZ'•`_INTAL GT::ER SI : SHEET 2 f' 2) c'GR i r.v tcV aY•'•. -r APPROVED BY: I o III, c r x 4, RE LLIP SE,..' - NNT r :cc,'- (AFFUES to jME V,'HER SILL & 2- X4" T:jEE MULUORS A:lr USED) '5q L KLLrLN —lue-3 Fw./yms;Gtrvz IF Sr-L-c* I s x 2/4 SELF : TAPPING S,'lS CONCRETE OR MAS TAPPR4 SMS BY UP-LEAS1.• fAD VISTALLATILoN 440CR ./W,21A C! 1 X E X 1/6 x z -, 3/8 TL.! W-L; M 1-, ruz tII rwE-.EY -J. 6'D,-- J 15: 7 AL HAWAKAMNAZV' ts x 3 4^SELF. tcqo SJ4. 4 0X3/Lly. In . 30GG Sit!TAQPLCS4S .IaFPGeG sKs tn-- HEAD-( T t YF.) SECTION — A (2) Tt.A I., ru GES.---- , - Ul 9 V./VESIGrIlER LKAjMKLOC-01 F.VJDESIGN--R SR-L., C* TYP.) 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S.28 _ ZM7CnJ FlAN6E - ri. • _ 1• bE X '/4 SELF 1JOL S.ti,SM kI X 1/4 SELF --_:__._., \•-_ '_..:_ tAPPINGS l:."u; N ik'C Sii TAPPING SMS MEAD ( TY^r.) ' ` PLAD ( TYPJ SEALANT EETV=EM ',=CDQN A -A i) 'a ? I SECTION A -A (4) VINDDV FLAKES -c i rr F.V./CESIGNER SEALANT .9ETVEEN•::_j, lOCO F.V./DESIGNER S[ I_l <TYt) VU:CG••/ r-nriC+ES - Jr +-L (TYPJ T a8 X 2/a SE: a r.U-L: N I ,' I Be k 3/4 Sa:F APPiNG sms - ' f - TF. FPINC SMS x a X[/ E I X< X 3/ 6 I. A. :. II. , o'? D P.V./DES!GNER SILL ( TYPJ CB X 3/4 SELF TAPPING SMS X 4X3/8 PJbE MU...LION Pc X 3/4 SZL_ . TAPF! N; SNS FLORIDA EXTRUDERS `` ANFORD, FLORIDA Rm iq rr TAI l Ir• iM1STA+ IT[G AKCWr. 3/16' CIA TAPC@: S< i V ANCACR (TYFJ ExTERNAL r. ILLIDN 71___ LKSTALIATIVICLIP4-- 1 1/4' r•Irt EMm_E [ 4<N—T MiLLIDN rL_ 44 i io V,VwEO FROM EXTERIOR TITLE: Cc i n l.l ? mr:: = AN' _ SHr E ' I i n r n . T AI a•I 11 \: CF r- T ` C' i i 'DPL0, BY: i• iZ, AP?Ec0'rD 9Y: I X 2 x 1/2 X. X 31le E.\,- EY voc"ll— IDE' T AH, C ItiCi .-Coe SR VmTUBEL, IGYP.) BUCK EY G7NZ;zs- - OR XASbdkk' CEI 4cc'- X.. se x 1/2 SELFX* 1/2 SELF i .-r- 1/4' VIN. vTAPPIllr, SMS A % Z. zs o; El 4 4_k T, 7ac 4ilt Cti SEALOIaT.: RETVEE:t z Si rt i'iX4X41 tta Rw I mmm_ TUB7. 441d_ija TALI-TUW4P U Z'S 1;46M. UWcN ad. -cric TO* WAD; srcTjoN- Al, TO 14EAD ULPWON's t Xr. 2 7/16 X Zf2TES 2'. /16 X VULLIL-bN . . . . . . . . BE LItc-% SH !.JAICSTV!t_ L4 CTW.) MB (Typ-) 7 4. JA.%rr JA Re x 112 SELF 77 TAPPING SuS BA6*. rv, TArCGN CIA S x 112 SELF X L/2 SELF -,4_'Ahgq;ZR s). T, - SOZL APP1,4C SMS _PING smsmm SILLid:fp AJAMS EEN 112SELF --1 SEALMT E TVL . . . . . . VWWW FLAW—'S SEALANT. EZT%.—,,:N SEALANT EET : VMnLJ FLARMS VEMMVFLAr--s V,- EN* TAPP*-NG SMS KULLIM 7 7 S KUlJLMX ^ tmr-LION -SECTION 1- 1/2 '-SELF pl;ECt.ST ',C;L'- -Er CTW_;ZS TAPPING. Sms .TAPPING SO4S SECTION A -A S ECTiON A: -A (41 (,-!aR AWTILINAL ANCiGRS, %-"-ZEN RECUMM I X 4 X 1/6 x 0. E) TUBE K_' LION TUBE MU-LIGN Now, Fl, A f. D SRI JAM. 3 in.; sm" D SE: F Swi I %OEwE_ FROm EXTER:00P i n SME FLORIDA EXTRUDERS INTERNATIONAL.-EXTRUDERSSANFORD. FLORIDA T I TITLE: cc;,10001:5-00 FLJNGE' ASH E -E OF OFF APPROVED BY: : nniw-NFiy: f MIAMI.OAtoE MIAMi-DADE COUNTY, FLORA METRO-DADE FLAGLER BUILDIZ I)UILDINC CODE COMPLIANCE OFF1 Mr.-TRO-DADC FLAGLER WiLDG 140 Wl'.S'I' 1-LAGI.C-It s'l*ltr.CT, slurp., It MIAMI, FLORIDA 33130.1: PRODUCT CONTROL NOTICE Or ACCEPTANCE (305)375-2901 VAX (305)375.21 Premdor Entry Systems (:oN'riL%c rottl.tcb:NstNC.XGCrt 911 E. Jeferson, P.O. Box 76 (303)373.2327 FAN(303)375-: Pittsburgh ,KS 66762 305) 375.29" UAN (305) 373.2 Pltol)u(r CONTROL un•!,1 301) 373.2902 FiVX (305) 372.4 Your application for Notice of Acceptance (NOA) of: Entergy 6-8 S-W/E Inswing Glazed Double w/sidelites Residential Steal Door • under Chapter 3 of the Code of Mialni-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 *tile conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure t product or material at any time from a jobsite or manufacturer's plant for quality control testing. If t product or material fails to perform in the approved manner, BCCO may revoke; modify, or suspend use of such product or material immediately. BCCO reserves the right to revoke this approval, if it determined by BCCO that this product or material fails to meet the requirements of the South Flor Building Code. The expense of such testing will be incurred by the manufacturer. c-' ACCEPTANCE NO.: 01-0314.25 E\P1 RES: 04/02/2006 Rittt ttoangucz Chief Product Control Division TH(S IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SI'i?Cir,1C AND GENERAL CONDITIONS BUILDING CODES, PRODUCT REVIEW CONINIMEE 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 Miami -Dade County, Florida under the conditions forth above. M"PROVED: 06105/200i Francisco J. Quintina, R.A. Director Miami -Dade Count), Building Code' Compliance 01'lic Premdor Entry Systems 1. SCOPE ACCEPTANCE No.: 01-0314.25 APPROVED : JUN 0 5 2001 EXPIRES April 02. 2006 NOTICE OF ACCEPTANCE- SPECIFIC CONDITIONS 1.1 This renews the Notice of Acceptance No. 00-0321.27 which was issued on April 28, 2000 approves a residential insulated door, as described in Section 2 of this Notice of Accepta designed to comply- with. the South Florida Building Code (SFBC), 1994 Edition for Miami-[ County, for.the locations where the pressure requirements, as determined by SFBC Chapter 22 not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series Entergy 6-8 S-!V/E Instving Glazi ed Double Residential Insulated Steel Doors Sidelites- and its components shall. be constricted in strict compliance with the folio% documents: Drawing No 31-1028-EW-1, Sheets I thrUgli 6 of 6, titled "Premdor (Entergy Br. Double Door with Sidelites in Wood Frames with Bumper Threshold (inswing)," prcparec manufacturer, dated 7/29/97 with revision C dated 01/I1/00, bearing the Miami -Dade Co, 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 sins!: unit applications of pair of doors and single door only, as shown i approved drawings. Single door units shall include ail components described in the active Ica f o this approval. 3.2 Unit shall be installed only at locations protected by a canopy or overhang .such that the ang'.c between the edge of canopy or overhang to sill is'lcss than 45 degrees. Unless unit is installed.ir non -habitable areas where the unit and the area are designed to accept water infiltration. 4. INSTALLATION 4.1 The residential insulated steel door and its components shall be installed in strict compliance wit the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will require a hurri, atotcction system. 3. LABELING 5.1 Each unit shall bear n permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved 6. BUILDING PERMIT.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 ofthe approval drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installatio 6.E.3 Any other documents required by the Building Onlieial or the South Florida Building Co. SFBC) in order to properly evaluate the install 'on of this system. Manu I Pcrcz, P.E. Product Co C Exan: Product Control Division Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED EXPIRES JUN 0 5 2001 April 02, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been fi and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the; South Florida Building Code affecting the evaluation of product and the product is not in compliance with the codo changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptar including the correct installation of the product. d. The engineer who originally prepared, signed and scaled the required documentation initi. submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the proddet or process shall automatically be -cause for terminntion of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) rind granted by this office. i. Any of the following sl;all also be grounds for removal of this Acceptance: ri. 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. i 7. A copy of this Acccptnncc as well as approved drawings and other docunicnts,Iwhere it applies, shall be provided to the user by the mnnufncturcr or its distributors rind shall be available for inspection nt the job site at all time. The engineer needs not reseal the copies. S. Failure to comply with nny section of this Acceptance shall be cause for termination and rcmova! Acceptance. 9. This Notice of Acccptnncc consists of pages 1, 2 and this last page 3. END Of THIS ACCEP"ANCE Manu Pcrcz, P.E.; Product Contr :ram Pmdu LjPn'ntrol nivk;on I' tl II I FIBERGLASS DOORS Glazed Units 6'8" Height — Inswing 191EM110,177111= UP Rating Impact Rated 2'0" 2'6" X 2'8" COP-WL-MA0141-02 02-0419.08 52.0 NO 2'10" (Application filed) TO" 3'6" Not Listed Not Listed — — t X0, OX, OXO 1—M- 2'8" + 1'0" Miami-Badet COP-WL-MA0143-02 02.0419.08 Application Filed) UPfl 52.0 NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + IT TO" + 1'D" TO" + 1'2" 1'O"+2'8"+IT COP-WL-MA0144-02 02-0419.08 Application Filed) 52.0 NO I 1'0" + 2' 10" + 1'0" 1'2" + 2'8" + 17' 1'D" + 2'8" + IT 1'C" T TO" + IT 17' + 2'10" + 1'2" 1'2" + TO" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2T 2'10" + 2'10" + 2'10" 3'0'+TO" +TO" XX, OXXO i 2'8" + 2'8' COP•WL-MA0142-02 02.0419.08 Application Flied) 52.0 NO 2'8" + 2'8" 2'1C" + 2'l0" TO" + TO" TV + 2'8" + 2'6" + 2'6" COP•WL-MA0145-02 02-0419.08 Application Flied) 52.0 NO 1 2'8" + 2'8" + 2'8" + 2'8' 2'10" + 2'10" + 2'10" + 2'10" 3'0" + TO' + TO" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 1 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, slate or local building codes specify the edition required. 5. Masonile International structural, cyclic, air, waler, forced entry/or impact testing Is done in accordance with Miami -Dade BCCO protocol PA201, r.,_ _ 0 0 aktaraff 79 W? Zrcow.,-1on,damofe•x.em1orovm@mmo.nr0c0j"J0W,deignand0•004e1 Maionite international Corporation 0e1.1d 1011W 10 a NVe W'00N Witt. COP-WL-MA0100-02 FIBERGLASS DOORS Glazed Units 6'8" Height — Outswing Miami -Dad'' t t • Haling 1 2'0" 2'6' _ 02-0418.03 X 2'8" COP-WL-MA0161-02 (Application Filed) 55.0 NO 2'10" TO" 3'6" Not Listed Not Listed - - i i X0, OX, OXO 1 2'8" + 1'0" COP-WL-MA0163.02 t.f• t 02-0418.03 Application Filed) t 55.0 NO 2'8" . 1'2" 2'10" + 1'0" 2'10" + 1'2" r3'G" - 1'0" 3'0" + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0164.02 i 02-0418.03 Applicalion Filed) 55.0 NO l 1'0" + 2'10" + 1'0" 17 + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 1'2" + 210" + 1'2" l 1'2" + 3'0' + 1'2" 2'6" . 2,6- - 2.6- 2'6" + 2'8" + 2'8" 2' i C" + 2' 10" + 2' 1 G" 3'0" + 3.0" + 3'0" XX, OXXO 2'8" + 2'8" COP•WL-MA0162-02 02-0418.03 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'l0" 3'0" + TO" TV + 2'8" + 2'6" + 2'6" 02-0418.03 i2'8" + 2'8" + 2'8" + 2'8" 210 + 2 10 + 210 + 210 _ COP-WL-MA0165.02 (Application Filed) 55.0 NO i 3T + 3'0" + 3'0" + TO" _ Notes 1. Cccr a, rzrigements using fewer panels than wiia! is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonhe international website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design 6 geographic location is determined by ASCE ] (Minimum design loads for buildings and ocher 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 Miaml-Dade BCCO protocol PA201, PA202 & PA203. ak raft AR -MO'., r-., I.aluu.dr lien I •,U..w: f' N Y VO ORA e—r.—dM.f... G,n CH:.. OW [eeum.,y pogIAM of of oe a n1o/ovenle'lt msses soeaceeumn, design end 7rol.n Masonite international C o r p O r a t i o r. U.' :ei.'O 10 cbj." -if wl roan. Glazed Units COP-WL-MAO100-02 FIBERGLASS DOORS 8'0" Height — Inswing Singles (wid1b) 2W TV x 2'8" _ 2' 10" TO' TV in MR-PIPMR. COP-WL-MA0146-02 Miami-DadeArrangementI 02-0423.01 Application Filed) I 00.0 1. NO Not listed Not Listed X.,. Ox, , xo 2'8" + 17 COP-WL•MA0148-02 02-0423.01 Application Filed) 40.0 NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 17 3'0" + 1'0" I 3'G" + 1'2" 1'G" COP-WL-MA0149.02 02-0423.01 Application Filed) 40.0 NO 1'0" . 2'10" + IT 17" + 2'8" + 1'2" 1'0" + 2'8" + 1'G" 17 + 37 + 1'0" 17" + 2'10" + 1'2" 1'2" + 37 + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'l0' + 2'10" 22-8- + TO" + TO"" 1 XX. OXXO 8" : 2'd" 2'6" + 2'8" COP-WL•MA0147.02 02 0423.01 Application Filed) 40.0 NO2'10' + 2'10" TO" + TO" TV + 2'8" + 2'6" + 2'6" COP-WL-MA0150.02 02-0423.01 Application Filed) 40.0 NO 2'8" + 21" + 2'8" + TV 2'10" + 2'10" + 2'10" + 2'10" TO" + TO" + TO" + 3'0" Notes: t. Door arrangements us;02 fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly detai!:; are availab!e from, the Masonite Internalional website (www.masonite.com) or from the to I chnical center. 3. Inst; :10on instructions are avaita5le from the Wason;le Inter:taticnal website (www.masonite.com) or from the technical center. Actuai di -,sign pressure requirament for a specific cuild!ng design & geographic location Is determined by ASCE 7 (Minimum design loads for bui!dings and other structures). National, state or local builaing codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or Impact testing is done In accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. 13 O ak aft MTEK" n..M r,..\,{{ IWI*kV F1100„t NI•I«u.1/"«I„u 1.~ir Dw. //)) n• ' / rrl VV1\nII wN G 1.+1I.to"i pMafonite International Corporation Cvca:r.:+K m; :m of meG"n iltproemrm mu" fpe:.G::.'nn. Ceiq• : a:1>:.:1 Glazed Units FIBERGLASS DOORS 8'0" Height — Outswing i' i(width)i 2'0" 2'6" X 2'8" 7 2'10" 3'0" 3'6" i I.i• 1 02-0423.03 COP-WL-MA0166-02 (Application Filed) 1' i 47.0 i. NO Not Listed Not ListedAffangement X0, OX, OX0 i 2'8" + 1'0" i ia COP-WL-MA0168-02 02-0423.03 Application Filed) 47.0 I. NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 1'2" 3'0" + 1'D" 37 + 17 1'0" + 2'8 + 1'0" COP-WL-MA0169.02 02-0423.03 Application Filed) 47.0 NO 1'0" + 2'10" + 17 1'2" + 2'6 + 'IT IT + 2'8" + 1'D" 1'0" + 3'0" + 1'0" 1'2" + 2'10" + 17 IT + TO" + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" TO" + 3'0" + 37 XX, OXXO 2'8" + 2'8' COP-WL-MA0167-02 02-0423.03 Application Filed) 47.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0170-02 02-0423.03 Application Filed) 47.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 37 + 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 websile (www.masonife.com) or from the technical center. 3. Installation instructions are available from the Masonite International websile (www.masonile.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 Miami -Dade 8CCO protocol PA201, PA202 8 PA203. 0 O akgraff nnr"r uooux w+e...".ar..*...e...,o.... Ape" 29. 2000 — .. o...., o.... Our COM—N o.operm oe aaaun +mMO.temeM mriei 11140 .Mb", oetgm ema moaun deuA s"gea 10 CNn9e "nnom mite. FIBERGLASS DOORS Opaque Units 6'8" Height — Inswing ISinglesI mas'awite internationalI.1' Occo U•Rating ImpactRated 2'0" 2'6" X 2'8" COP-WL-MA0101-02 01-1031.01 76.0 NO 2'10" 3'0" 3'6" Not Listed Not Listed — — ArrangementI(width) X0.OX, OXO 2'8" + 1'O" 1nite InternationalMiami—Dade• COP-WL-MA0103-02 t 02-0109.10 Application Fled) t• Rating 55.0 ImpactRated NO 2'8" + 17 2'10" + 17 210" + 17 37 + 1'0" 3'0" + 17 17 + 2'8" + 1'D" COP-WL-MA0104.02 02-0109.10 Application Fled) 55.0 NO 1'0" + 2'10" + 1'0" 17 + 2'8" + 1.2" 17 + 2'8" + 1'0" IT + 3'0" + 1'0" 17 + 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" 37 + 3'0" + 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" 3'0" + TO" + 3'0" + 37 Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade 8CCO protocol PA201 PA202 8 PA203. 13 Oak raft 1• '1 a ..1 AR EK'" e.tl....el, Irem vl—MrLA\S BW1kY,130OKS ewr.—F—,... t,.v, Acre 79, 7001 at CWn 7 olooram of otooMtl MW0veCTC M mutt soetecaons. aet.9n aM 0,00 t Masonite International Corporation cttao fttpRtl to trance WOW MCC FIBERGLASS DOORS Opaque Units 6'8" Height — Outswing Arrangement Singles (width)I I.I' I I• RatingImpact, 2'0" 2'6" X 2'8" COP-WL-MA0121-02 01-1031.02 76.0 NO 2'10" 3'0" 3'6" Not Listed Not Listed — — Arrangement X0.OX, OXO Multiples (width) 2'8" + 1'0" Masopite international COP-WL-MA0123-02 Miami -Bade BCCO 02-0109.09 Application Filed) DIP Rating 55.0 Impad Rated NO 2'8" + 17 2'10" + 17 2'10" + 17 3'0" + i'0" 3'0" + 17" 17 + 2'8" + 1'0" COP-WL-MA0124-02 02-0109.09 Application Fled) 55.0 NO 1'0" + 2'10" + 1'0" 17 + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + TO" + 1'0" 17 + 2'10" + 1'2" 17 + TO" + 1'2" 2'6" + 2'6' + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2' 10" + 2'10" TO" + TO" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0122-02 02-0109.09 Application Fled) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 37 + TO" 2'6" + 2'8" + 2'6" + 2'6" COP INL-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" + TO" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International websile (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design 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. 13 O akcraff AR k EK" lIMr;MGLA35 kNl'N Y,000u{ Nwi..v., ffrL r LwiD. r'drd t9•2002 Our tamnuulp drooreT Of MOW 7tttl)' K t 1 mden )decdit31i"1, det9n Lrb po0un Masonite Internatlonai Corporation oeldd )uolecl to c"noe ..Mw MIKe. COP-WL-MA0100-02 . FIBERGLASS DOORS Opaque Units 8'0" Height — Inswing rSinglesr r IF I.r• 1 1' Railing Impact Rateil 2'0" 2'6" 02-0109.08 X 2'8" COP-WL-MA0106-02 (Application filed) 70.0 NO 2'10" 3'0" 3'6" Not Listed Not Listed — Arrangement— X0, OX, OXO r 2'8" + 1'0" r r COP-WL-MA0108-02 I.r 1111111111111J011r 02-0109.08 Application Fled) 55.0 NO 2'8" + 17 2'10" + 1'0" 2'10" + 1'2" TO" + 1'0" 37 + 17 IT+2'8"+IT COP-WL-MA0109.02 02-0109.08 Application Fled) 55.0 NO IT" + 2' 10" + 1'0" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 1'2" + 2'10" + 17 17 + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" TO" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0107-02 02-0109.08 Application filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + TO" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0110-02 02-0109.08 Application filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'l0" + 2'10" 3'0" + TO" + TO" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. i 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 toads 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. O akcraff AR EW r uu!"cr. ..<Kn'r 1lr,uuoNp r•-.n..•.. r•,..tw-t".n O.. ort 29. 2001 o.•..,r o••.. Our eonnnwno oroQro or oroova •nororeM"j MSSt% SDMaiUrO S. oHq" nW oroouCr oeUA SuOieel 10 CKMOt -orro0 ROM FIBERGLASS DOORS Opaque Units 8'0" Height — Outswing MME MIN , 1 I.,• 1 1' , i. 2'0" 2'6" 02-0109.07 X 2'8" COP-WL•MA0126-02 (Application Filed) 70.0 NO 2'10" 3'0" TV ' Not Listed Not Listed — — X0. OX, OXO tvidlh) 2'8" + 1'D" COP-WL-MA0128-02 Miami-DadeMultiplest 02-0109.07 Application Filed) UP Rating 55.0 Impact Rated NO 2'8" + 17 2'10" + 17 2'10" + 17 37 + 1'0" 3'0" + 17 1'0" + 2'8" + 17 COP-WL-MA0129.02 02-0109.07 Application Filed) 55.0 NO IT+2'10"+1'0" 17 + 2'8" + 1.2" 1'0" + 2'8" + 1'0" 1'D" + TO" + IT 17 + 2'10" + 1'2" 17 + TO" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0127.02 02-0109.07 Application Fled) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 37 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0130-02 02-0109.07 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 37 + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air• water, forced entry/or impact testing is done in accordance with Miami -Dade 8CCO protocol PA201, PA202 & PA203. 0akcraff - AR 4 EK'"• 11 M,:M c,. A\\ F.N'1'NY n00" te,.r...."t re.*."[_Oe«. A W t 29. 2W2 NI Cominu.np 010ortm of DroOun inprwemen mots %0"6CAOM. Oetpn en0 VOW Oetad SAW 10 C". wdhw Mice. e1"ri..lr Iron Masonite International Corporation X Unit t i" UNIT 8'0' UNIT 15/16' 17-1/8' MAXIMUM ON CEfITER TYP. 6 per vertical framing member 2 per horizontal framing member Hinge and strike plates require two 2-112" long screws per location. Width of door unit plus 1/2" Height of door unit plus 1/4" SINGLE DOOR Latching Hardware: Compliance requires that GRADE 3 or better (ANSVBHMA A156.2) cylindrical and deadlock hardware be installed. UNITS COVERED BY COP DOCUMENT 3146 or 3166 Compliance requires that 8" GRADE 1 (ANSI/BHMA A156.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: i 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 & PA NOS for southern pine lumber with a side member thickness of 1.1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. 0 PREA40aK,!11 , 2 c ., o..... o.... Aorii19'1002 Masonite international CorporationOurtOminu.n0 Orpprlm 01 Dr00ut1 +nprpvtmtm mutt SDKdKtlOnt, P Cetgn.n00r0dK doid tu01K110 tn.npe..hw.01Ke XO or OX ' 111 t Unit r SINGLE DOOR WITH 1 SIDELITE 6- TYP. 6'8' UNIT 8'0" UNIT 13-15/16' 17.1/8' MAXIMUM ON CENTER TYP. Minimum Fastener Count 6 per vertical framing member 7 per horizontal framing member Hinge and strike plates require two 2.112" long screws per location. Rough Opening 1 Width of door unit plus 1/2" Height of door unit plus 1/4" I t t t t t t Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA At56.2) cylindrical and deadlock hardware be installed. Notes: i 1. Anchor calculations nave been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. fasteners analyzed for this unit include 18 and 110 wood screws or 3/16"'Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NOS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1.1/4" embedment. 3. Wood bucks by others, must be anchored property to transfer loads to the structure. A1.1d29??]2 Matonile International Corporation Ow W""n' 0. A:IA.c1 +nJ'0.aniHO n4H 40eCAt.lgnf. oe]gn ane Yxae1 Wad fu01ec110 enrnge "Anwl fthce. MID•WL•MA0004-02. .: SINGLE DOOR WITH 2 SIDELITES UNIT 8V UNIT 15/16' 11.1/8' MAXIMUM ON CENTER TYR 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 1/2" Height of door unit plus 1/4" t i t t t t t t i t t Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA At56.2) cylindrical and deadlock hardware be installed. Notes: i t. 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 68 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NOS for southern pine lumber with a side member thickness of 1.1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and EICO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others• must be anchored properly to transfer loads to the structure. 0 ADO29.2002 Masonite International Corporation Wi eo nn,...7 a1umun u1 Wua :+ " •anum n4.ey i.ecatnun•. OC14n ln0 0 uaua 003J %.UK" to .4rm wke oxxo MID-WL-MA0005-02 Unit DOUBLE DOOR WITH 2 SIDELITES u- CL TYP TYP. r p TVP. TVP. 6. TYf I I1 11 1 II 11 1 li 11 1 6'8' 13- t i t t t f i t f 1 t T T T T UNIT 8'0" UNIT 5/16- 17.1/8- MAXIMUM ON CENTER TYP. 6 per vertical framing member • Width of door unit plus 1/2" 16 per horizontal framing member • Height of door unit plus 1/4" Hinge and strike plates require two 2.1/2" long screws per location. Latching Hardware: Compliance requires that GRADE 3 or better (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: I 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 i3 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 10 the structure. 0 e .elvu. ar „•., April 29. 2001 Masonite International Corporation ar eonlmudq 0,00.em of p/odvdl e"010+ mem makes SM-1C310ns. des 0n dn0 piodun derdd subK l 10 evnpe -e1100 n01Ce XX Glazed Inswing Unit COP-WL-MA0142-02 FIBERGLASS DOORS APPROVED ARRANGEMENT: ur o rr 4: 0.f}•jf . 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 Maximum unit size a 6'0' x 6'8' Design Pressure 52.0/-52.0 Limited water unless special threshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant requirements for a specific building design and geographic location Is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0002-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002.02. APPROVED DOOR STYLES: 1/4 GLASS: 00 00 00 00 00 00 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: UU 00 Ll 00 00 00 00 00 00 105 Series 106. 160 Series' 129 Series' 12 RA.. 23 R/L. 24 R/L 107 Series' 108 Series 304 Series Series* This glass kit may also be useo In the following door style: Eyebrow 5-panel with won Oak raft AR EK1e 11MURMA1] L•'r.'1 KV UVOM{ Ne-T..—r- ..[w Der. / ^ April 29.2002 Masonite International Corporation I1ur Conlmu ng W0Q,jrll 01 010OW tych,"tAl maatt tDKdKllOnf. ottgn the elo0W otlan Subject 10 Chino, wdhoul r4tit XX W 1 t t Glazed Inswing Unit r FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 00 00 404 Series 410 Series 109 Series 111, 120, 122 152 Series 119 Series 300 Series Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, P.En0224 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). i State of Florida, Professional Engineer Kurt Batthazor, P.E. — License Number 56533 Oak" w.,..t. AR EK April29.2002 Ow cM A av oweertm or pr"ouct .norprtmtnl Mites see did mCrts. aesQn !ne orcoun Masonite International Corporation Cella wattn to cnsnet Mrqul ma:t XO or OX Glazed Inswing Unit FIBERGLASS DOORS APPROVED ARRANGEMENT: Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Single Door with 1 Sidelite Madmum unit size • 67 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 ]•national• state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have beeil followed — see MAD-WL-MA0003-02 or MAD-WL-MA0006-02 and MAD-VVL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0003-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 00 00 00 00 O00 00 100 Series 03. 135 Series 136 Series 822 Series 1/2 GLASS: El 00 00 00 00 00 00 105 Series 106. 160 Series' 129 Series' 12 RA.. 23 R/L. 24 RA. 107 Series' 108 Series 304 Series Series' This grass 4,1 may also be used in the loltowirlg door style: Eyebrow 5•oanel with scroll Oak raft AR EK" ns.r..r.t re..p.. l.u,ow. m r,uri Ks:cnsa rsnr v,ur n,wa Aor,l 29. 2002 0., conr.n.m: "U.", or o.odutr n,e.e+,men1 m4,es SWO'enOns. e,s.en MasOnile International Corporation e,u• s..,rt:, 4 4 •np, -e M4, XO or OX Glazed Inswing Unit . FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: oa oa e04 Series 410 Series 109 Series 11e. 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, 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: TESTEDIN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). i QPIOn =W** State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR EaC" r rnCwr. r....c r; 'r wi ,urn e. rwr•.v«ra... ry.. 1.."0••.. April 29. 2002 N'eon~Q moonm or o1oeu0•npo+emem Mtn soearka s. eesgn mo WOWMasonite P EMM a? International Corporation Jell-, %AdP 10 tnanoe -hour nmae OX0 COP-WL-MA0144-02 Glazed Inswing Unit I APPROVED ARRANGEMENT: c FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Single Door with 2 Sidelites Maximum unit size a 9'0- x 61' Design Pressure 52.0/-52.0 Limited water unless special threshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national. state or local building codes specify the edition required. - MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0004-02 or MAD-WL-MA0007-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0004.02. APPROVED DOOR STYLES: 1/4 GLASS: 00 00 00 00 00 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: o o0 00 00 00 00 00 00 00 105 Series 106. 160 Series' 129 Series• 12 R7L. 23 R/L. 24 RIL 107 Series* 108 Series 304 Series Seriev Nis glass kit nWy also be used in the following door style: Eyebrow 5-panel with scroll. a Oak raft AR EK" r.Ii.....I, I.... I,I U 1.'M 1:L ANN UN1M11 000.N Mwt...wtrMNu ee.n des. a0...... 9.... Apnl 29, 21102 qw come.•n0 o.o0ram of mo0un .mwo+emml malts teec"Kne.H, desq" AndO.90ua M a s o n i t e International Corporation Otut c.9Kcl 1. c119t w.IMN M.Kt OXO Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 00 oa 404 Series 410 Series 109 Series 111, 120. 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: t' 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, 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). i State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR EK" 1. ,. n 1<.....1 I•rULKULA\] L'Y'1'KY UUIIKI t•K.Tu•w•t ra.•pu ew, 0— April 29. 2002 Out tonbnuap pro0r3m o1 peo0un ineroremml mikes speG,Kll.Oni.Oeepn 3r4 0100ut1 rVfA' • a • o•. a o•u. M a s o n i t e International Corporation 002il %^W 10 erNrpt "111W nOIKt. 0XX0 Glazed Inswing Unit APPROVED ARRANGEMENT: COP-WL-MA0145-02 FIBERGLASS DOORS Ut t O F`.! _'• Lei r Double Door with 2 Sidelites Maximum unit site • 12'0' x 61- Design Pressure 52.0/-52.0 Umited water unless special threshold design is used. Note: Units of other sizes are covered by this report as long as the panels used do not exceed 37 x 6'8". Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant requirements for a specific building design and geographic location Is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0005-02 or MAD-WL-MA0008-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum Installation details have been followed — see MID-WL-MA0005-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 00 00 00 00 00 100 Series 133. 13S Series 136 Series 822 Series 1/2 GLASS: UU H El 00 00 00 00 00 00 105 Series 106. 160 Series* 129 Series' 12 &t.. 23 R/L. 24 R/L 107 Series' 108 Series 304 Series Series' This glass kit may also be used in the following door style: Eyebrow 5-panel with scroll Oak raft r AR EK' r w......r. ,.. a ;„r..r U r1UM\ Ww•t..rr.. Ie..N'.fmrlDa.. a April 29.2002 o. ro. MasOnite International Corporation ON, cOnlmv.ng or00— or 0100M Nn0•0+emtnl makes s0ttdtalons. ees.en )nil 0•00W cc".1NDittr 10 sN.pt --W np{t Oxxo Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: a a77,t y 00 all0 404 Series a 10 series 109 Series 111, 120. 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: 77 129 Series 200 Series 12R, 12L, 23R, 23L, 450 Series 152 Series 149 Series 109 Series 120. 122 Series 300 Series 2411, 24L Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic tip 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). j Eq State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raff AR EK' eTt.n l„tla,,,tK. ro...r..v..rw.N.. 4wrr Oe.., aPREo,:: i.1i ,r.. ;// April 29. 2002 Om cont,nwnp wo0ram oierodVn oratmtm masts so""481ons, ongn and wodKt o....„ o..., MaSOnitO IntlrnatiOnal Corporation otlaa SueltO to C"e wilnm no'et XX tt r I Glazed Inswing Unit r 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: O > • '4 p —N• 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 6'0' Design Pressure 40.0/-40.0 Umited water unless special threshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant requirements lot a specific building design and geographic location Is determined by ASCE ]-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: 0o 00 622 Series 1/2 GLASS: a 00 404 series 106 Series 0 O ak raft AR k EK" ,.,,,,..,, ,.•- W OF K a L ANN CN fK Y'UUVKS eaw.A.v.•re...Ns W,Oa. April 29. 2002 o. con .. i o0r+^' or orooucr myo+emem wes specdlnro^s, oes e^ And moaun M a s o n i t e International Corporation eeu+ s0aa to cname -prom none. XX COP-WL-MA0147.02 - ;:' Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: E - 0 - 810 Series 852 Series 300 Series CERTIFIED TEST REPORTS: CTLA- 805W Certifying Engineer and License Number: Ramesh Patel, P.E120224 Unit Tested in Accordance with Mlami-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). j State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR EW I. r. I"' L•Nl:l •\.\.\ LIN IM1 ,Il.I.IN,. .y..e.. v.. 1.. N.0 l+.°s. Aprd 29. 002 0., C"IZ!OQ MOQ.am atQ.OQuO m"tme1O Mkt% 70KdKa1°M. Oea QO aM NOOuCI QE@ M a s o n l t e International Corporation Wad 1u0Ktl .0 Cr'l"Qe ..~ OOIKe XO or OX i • t t . ; t Glazed Inswing Unit r 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT. Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 87. Single Door with 1 Sidelite Maximum unit size . 6'0' x 8'0- Design Pressure 40.0/-40.0 Umited water unless special threshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant requirements for a specific building design and geographic location is determined by ASCE 7•nalional• state or local building codes specify the edition rtquired. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MAO0O3-02 or MAD-WL-MAO0O6-02 and MAD-WL-MAOO41-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0003-02. APPROVED DOOR STYLES: 1/4 GLASS: oa on 822 Series 1/2 GLASS: L--j lrN 100 1 I 004 Series 108 Series Oak raft AR EK'• r..,..r.. r r.•- n1n PMGr.n... I;yrMY'p n„tl rb+A..n.•r..p.0 lsrO..n Mr) G V" AprA 29 2002 ou. t0-0w 0 O.00rI", 01 WNW ^0101r0901 MOOS %Ot043`005. drt40!.M 0+00W Masonite international Corporation Or— W.^. W 101.0. —no.. OOI{r XO or OX Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 0 ' . 0 - 810 Series 300 Series APPROVED SIDELITE STYLES: Iw 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: TEST: STATE ACCORDAH MIAMI-DADEA202 COMPA CITY, 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). i State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR EK" 1'IUl'MC:LAt\ LN'1'M Y,I)III1M{ Neiwi..v.e l..Yn twin Dew. a April 29. 2002 M a s O n i t e International C o r p O r a l i o n Out Coonnwrq p,O7um Of D OOOO morovemenl makes Spa,l¢nons. OCSgn AM p1oOOn 0034 WNW Ip Cnan t ..N.1 M'4e Ox0 Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: t O O 4 Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Single Door with 2 Sldelites Matdmum unh site • 9'0' x 8'0' Design Pressure 40.0/-40.0 Limited water unless special threshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant 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 beeA 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: n 00140S oa as 822 series i 108 Series a Oak raft 1. 1 e •.1 A EK' 1.t11.11. r1, ,e T 1,111V—;LA.\\ `NI M1''t)-1K..' ea.T.. a.r.. Iw.r— E—Cs.n Q p Apr -,I 29, 2002 M a t O n i t e International Corporationowom.aone oloewm of WOOL'a n. yo.emem nu.es sotcd2nons. desgn AM ploouce W. SueKct to enarlet wd1W n ,-Ct. 0x0 Il je l Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: rr; Grua anti 810 Series 300 Series APPROVED SIDELITE STYLES: 450 Series 852 Series $10 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-OADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). i State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 O ak raft w....a. .r._ AR EW l.p. d..l, L•m FlUCKOLASS LrNYNY LOOMS MwG..rw re..p..tw, 0- r^ April 29. 2002 Our CWIMW.g pruDrem DI Or00uO. 01*vtrhtM melts SceMK1110M. (IMP eh0 PfWUCt M a s o n i t e International C o r p o r a t i o n DeW SuDlecl to thence *4MA MIKl OXX0 Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: L`c3 nro ra ,{+ig' i. ti O 0 Double Door with 2 Sidelites Maximum unit size . 12T x 8'0' Design Pressure 40.0/-40.0 Limited water unless special threshold design is used. Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". 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 1-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0005-02 or MAD-WL-MA0008-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0005-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: QID 00 00 822 Series n 00 404 Series 108 Series U Oak raft ARk EK" I IIIL'Me:l..\\\ t:f.'IKV 000KS April 29. 2002 pu to.. Droorem of orocuel oro.emtm e...pu tw, peen masts sotcnksle". deio aria Droaw o..rllt o.... M a s o n i t e International C o r p o r a t i o n Wt. S01tel to tlunoe -nom rI , OXXO Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 0 - . a t 810 Series 300 Series APPROVED SIDELITE STYLES: a 450 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel; P.E./20224 Unit Tested in Accordance with A4iami-Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). ; State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft 1. 1 . AR EK" tlul..•11 t .m I111 LMOLAIN t:N'1'NV 0111/X\ tbwr.. v.• I—r." t.vr D— Aprd 29. 2002 Mat o n i t e I n t e r n a t i o n a l C o r p o r a t i o n Out cwmu.- otoctam dl woovo ^W' emenl males sottdtalgns. oesgn am olodutl dela, swam to C"t -W nmSt XX Glazed Outswing Unit FIBERGLASS DOORS APPROVED ARRANGEMENT: o t „u LL Note: Units of other sizes are covered by this report as long as the panels used do not exceed TO" x 6'8". Double Door Maximum unit size . 6'0' x 6'8' Design Pressure 55.0/-55.0 Umited water unless special threshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant requirements for a specific building design and geographic Imflon Is determined by ASCE ]•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 00 000 00 100 Series 133, 135 Series 136 Series 822 Series 1/2 GLASS: UU M 00 00 00 00 00 00 105 Series 106, 160 Series* 129 Series' 12 RIL, 23 RA., 24 RA. 107 Series' 108 Series 304 Series Series' this glass kit may also be used in the following door style: Eyebrow 5-panel with scroll O ak raft AR EK" r`un;er.n>a ,unuKa ne..r..v..r«•r•„t—, 0— Apra 29. 2001 0., aonlmw.a woo'..01 O.Oau[I +.a.o+tmem mAts .oeurt+wm, oesroa ,m aooKr M a s o n i t e International Corporation a,", t,mrta m en,ne, .anwr brie XX Glazed Outswing Unit COP-WL-MA0162-02 ,. FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: t, x s t a t y0asas e04 Series e10 Series 109 Series 117120. 122 152 Series 149 Series 300 Series Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: 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). i State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR k EK'+ PIULKOLA,U l.'N I'"Y'UU—S tsTuvNrp.pue^..t l)as.r a April 29.2002 Masonite International Corporation Ow tmi~Q p•ppram a' aoow mwdMemenl makes specdcv Gns. ees•on +np WNW pel+J sup1ttl W eNnpe wn l nMKt XX Glazed Outswing Unit 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: i 0 0 t Nate: 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 Urnited water unless special threshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant requirements for a specific building design and geographic location Is determined by ASCE 7-national. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0012-02 and MAD-W L-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: n as 40e series i 108 series 0 Oak raft 1• 'r..t.re•1 AR EK" 01 111ULIMt:LASS L'lu'1'tt1' oonxS 0— w Aptd 29. 2002 o....l. o.... M a s o n i t e International C o r o r a t i o n out tonlmm o droo.em el ptodwi mpo.tmtnl mesa tpttdd:nons, dea.on end wodu l p dtled tublect to Ch^e wi1hW ndt, amIONAL sse awa oR 1 AHxDIHC 1f16 AIWAffii scciHON e-e) 1 q ME 3=71 I Ira 671 llw7l 3 S) NICJNMCOY.KE STILLS fU((rMioovvr NeeOOoCrrttOOOH. u m-THw[AaHaA E (ALaNeemrtd) III III\ \III III \ \ rm7l I Fw]l I ml II 2 1 1 REVISIONS DATE: ECN NO. APPVD: I DESCRIPTION 11/oo - MWW I OTY (1) WAS (2) FOR TRACK BOLT M WO.TAL TOG Ia. DO STILLS ATTACHED W DOOR ODOR SIGN WITH PAID(TED WD-.SOD Snwd RIP, BaTTON t DENIER). I LAC 1MS. LISTEDTRACK CONFEURAnCIN 5l'_.=M a°` A MAAOE 03 AN uPT= ME. t• r CALV. sTm TRACK. f 1. UK TRACT n6C MC : Aw UX* p 1/!'.Tt CA,v. ERACI RAa¢r. raw IOOOC O Ij ErP.Tt REPORT#96C6C IM MP f/YOET TICKM010z01frAl U -BY6 INA I-1-2-z-1 PATTERN M TWO U-SNR g KMfKAnM OPIYIN OW U_emm am sea SQCTKIK ETC SCmfS 'I 1 I 0RTOHAL VE.Ts A OPTHONAL HxNTSIOE 1a1ED IDCN rO6T110N 1-MAX ooCt IIDM - Ird l/.• : SElrSaar O lwfcrumtmAnaHS mm nHNNRIrTAAtr 1 J' IAC Sa If m11EK. 1 OA 1.L w. Kr v OOORS IPIi Orr NGN OON95T OF (Q SER176 (9H0WM DOON6OHEtT-0• KeCI OOH@5T Or (S) SEDfHOHS Ob 9H 1• FRONT mAIE .ITN U.V. OOAIWIC ON ONmE 51irNZ w4U1 RmIsm 1ED. L AO9CR15 wT BE OaMRRAre( D O1ffIO! mommm) W PRDAE A AJJS H MOLlK INC STEP IIC11DfC O1' DOOR e6TAl1D1 cm 9A0 W CA MEL CALV. Sim DO SOLE ilirACLHOREOMTALAAIM00IKRTRANSFERLOAMLOTDIOWFIEJN® n vnrr 20 C.A.CIIV. STEEL INTER. STILE 1 r- 2' TIO( IlOwl ID GSA 1R LMlE n G um Sim SM mum WIIN C-40 Nil GLMMIIIR• SAKE" T C4R. MD A BAgD-ON POUESIEI TOP COAX APRLD W BOTH SHOES OF Sim SIGH. SNP VP JOIR r TALL U-SAR 20 a (/LP. Sim YIN. VEILD SrRENCT : s0 id] r I- T/B" r vTnM A -A (WE MOLDED IMME I SECTION R-A Iz CA CALV. STEEL TRAP( LtOL RETJ/EJI 9YOQTS rASTEHD W WOW JMM BJ(: PNH HEAD S=W ITN NC S/1,r; e• IAO 7 10SCREWSPOtLIFE) e N AHHCa6 ON 71 Q1l1T76 (C-40 PEA IitAOT BRAOaT. QOUt) Oil t.• WITp6 rtaOO ISI ISL m10RlE) Olt T/le- lO, mm rV}e r I/.•..• fAPIDHH scans OM Ir-1/7• LVOD6 (7.000 rA51DOi (DIE PER Ibl1m le G qlv. Sim CEDER IWf{ SmwffLOCOICX.Q P9 I.H. OONOaTD; R9o71S IHCIRD INM SVa`/K( 12 GGLV. Sim TOP ONTO HAP tAr IRON StfM AIHC1016. 1 OD. I.H. nA901 aaslm r CALV. STEEL TRACK rASTEiD W 1a G CAM Sim r1C11R 1B1C[ r W f.1TR. Sr . a) ROLLER BRACKET. EACH ONE aa0001 KILIIH rAPCOMS, AHHCHOH6 WT BC I:OIA/IpWAfI 17 G GALV. STEEL TRACK eRAC EM fASIUm W CIQ STILLS rIM ./(a) /1. e' 9EEr IETK BnAUAW.T ATTAECHED ./0) frtER Sie.E (BUr NOT REOlR1ED) W P FDME A PUH91 / /e• p(r METAL (M HA.] r SHEET IH[i/L 1HO0(T9HC 9R6ALC IgREONTAL MHBS 00 MOT IRIO( ATTACHED W EACH BtAOaT I.d SEE' MTH ONE1/.•dA0• BOU ! MR:.]/. iAPPNO SCaVR PFR [N/ I.cE TRAMWU TAN. OR TWO 1/.• OK WtM T H DO r TIN 4RXR STEM. 10 GAL STEEL ROUDL 1. EA CALV. Sim SEOE STILE yn0 MAIN HIFyIFNHDA PE IS DM//(( EACH CHD amPHPVPAROIH Or JM10z BY OI/e7S SELiMYN c{ nARIDA PE /.e493 SIaES HET. I.d/B• wow HAOIE SOLE MOWN G.AOtRHA P.E. /t%st t (.) 1/ 41]/.• SELF nHTS.V' A+xn lflEJ( IAOc BAR TAPPING SCREWS. y ovTVH OHN Hmr :. nE oEsaH a THE ssPartPc smunYRAL ELEMENTS DESIGN LOADS: 24.0 PSF h -245 PSF aTlsoE EACH SOE SIHAu OE TIE RESPONSBIOI' 6 M PROFESvaYL Or TEST LOADS: 436.0 PSF h -37.0 PSF IHA.att OF OOOFL RECORD FOR THE outo C OR sna)c w AIO IN Acccawsm OAL . 10 GL ri1LV. STEEL. u-flY6 EU SLOE BxT NTH CRWEfr &AfRMC WOES FORM SANS LWED ON WHu.I tN 1 rC >am w Rli IN A 2-1-7-1 MILEtNN 0L rNO U-SARS SRE TOOK ENcaES THIS ORAWMC. wH. AVHsm .Aa 0]wHSA PART NO.: - ON BOTTOM SCCTHCH. U-BM ON NDO INTO VDRrAL HOIHCE: bll. m Slabs ON.A.b. 312 NRA A Slif 1 DC EAnI 11-0NN SCREWSUAal M ..Y.. ..--- IDEAL a PMrnTM1 :.s s'snr uPP.c soars aav, salve Hzl TOLER/WCES e. OR 45202 OF 000R. 0 t.03 9ure0vOoouL rya I513 7 h-611-{E0109 rr" Mff- LI ; R," „" ` .00 - t. 015 DESCRIPTION: MODEL 6RST W4 16-0 N 8-0: 24/-24.5 DESIGN LOAD LOCK QfOOH r^w HN. ..w w.r Hew a .000 - t.005 u CA C.LV. Sim OoTWM BRACKET. 0000 - t.001 DRAWN OY: 8MM DATE: 4/IB/00 SCALE: NTS DWG. OU0ED MTH ( 2) E1•6/e• 94M METAL SCREWS. Degr z ZD! Hw_. ~ ee! - t T/2' CHECKED BY: MWW OATS: 4/18/00 SHEET 1 Of t SIZE L / ''iKOOR owEN9aa ARE N f.CEs. DWG. NO.: 102138 REV. N0. I 3 2JT D-111. ic C A 4 MODEL: 6RST (25 CA. STEEL SKIN) MODEL: 4RST (24 CA. STEEL SKIN) 1) INTERMEDIATE STILE AND IJRETIIAN ADHESIVE (ALVG CENTE9) i 1 OPn(INAL OUTSIDE KEYED LOCK POSCTION WK DOOR WIDTH 9'0" 14.5/8- SHEET METAL SCREWS 3 OPTIONAL DS0 CLASS OR LISTED 18" ACRYLIC UTES AVAILABLE SECTION B-8) 20 CA. IIIN. END STILES ATTACHED TO DOOR SKIN WAIN PATENTED TOG-L-LOC SYSTEM A OP. BOTTOM & CENTER). • REPORT#9606C 25 Gil MT POSITION STEEL SKIN 1 SDFS) WITH A BAKED=ON POINT LOCKING TOP A BAKED-0 4 PC TOP COAT APPLIED I ONE 3" TALL . 20 CA. U-RAIN (50 KSI) PER DOOR SECTION. SKIN. ENO SLIDE BOLT STILE LACK ENGAGES INTO VERTICAL TRACK. ONE LACK ON EACH SIDE OF DOOR INSIDE SLIDE BOLT I= OPTION NOTE I DOORS UP TO 7'-0" HIGH CONSIST OF (4) SECTIONS (SHOWN). DOORS OVER 7'-0- HIGH CONSIST OF (5) SECTIONS (NOT SHOWN). 0 T/4".3/4" SELF 0 TAPPING SCREWS. 14 CA E mft HINGES 18 GA VIEW INTERMEDIATE HINGf VIEW Ic 2.6 YELLOW PINE JAMB 12 C- GALV. STEEL TRACK BRACKETS FASTENED TO WOOD JAMB WITH ONE 5/16'1-5/8" LAG SCREW PER TRACK BRACKET. 2' CALV. STEEL TRACK FASTENED TO 2 Cl CALV. STEEL TRACK BRACKETS. TRACK ATTACHED TO EACH BRACKET WITH ONE 1/4".5/8" DOLT & NUT OR TWO 1/4" CIA. RIVETS. 2 1 1 REVISIONS DATE: I ECN NO.1 APPVD: I DESCRIPTION woo I - I uWW I o1Y (I) WAS (2) FOR TRACK BOLT 2' THKX 3" TALL U-8AR HORIZONTAL TRACK SUPPORT BY 20 GA GALV. STEEL DOOR INSTALLER (TO SUIT) IJ 3. 1-7/8' LL T 13 GA STET1 FLAG BRACKET. Ie a CALM. STEEL TOP STLV. EACH FASTENED TO WOODJAMS WITH T 5/I6"41-5/8" W000 LAG SCREWS. 140/U" $NET MCEAL tQM DOUBLE TRACK TRACK CONEGURAnom LOW HEADROOM IS 94P LAP AIMS x VAILABLE AS AN OPTION z DOOR 14 HI (XV. Sm END HIPM EACH HE7CHT t' 6 -6 0 FASTOIED m 00 a) uMSHEETMIN. 4 2' GALV. STEEL TRACK, -0 6 TRACK 7HKKNESS. m. 4) I/4'.3/4- SELF TAHF4A S(2EWS' K V Q B -0 88 Pr TYP. 2-1/2-:12 GA. GALV. STEEL TRACK BRACKET. 3' TALL . 20 rw 1AEv STEELU-6AP 0E . U w SCUM OV7H U-GAR ATTAOm 4) TRACK BRACKETS PER SIDE. STEEL N1N iq0 1 s a1/a' SLLs TAI"C SCQ.1F5 STIE 1L1W10H1 o l}IR ITS BRA(](ET HORZONTAL TRACK FRONT FRAME WITH U.V...\ COATING ON OUTSIDE SURFA(K DOUBLE Ow HEADROOM OPTION13aCxv. sTm 11or1ou L VERTICAL JOYS ATTACHMENTAM FRAME BUILDINGS)_ ORAG(ET. ATTAOm 411N TIRO An 1/ 2-z3- UL Sa--*S ON 2 - CENTER& I" OD. '"`L !!Nd/7 ITT _x sues. • ='--o WASHERREOURED. LAG SCREWS MAY BE COUNTERSUNK S,YfiNDOW BUT NOT REQUIRED) TO PROVIDE A RUSH MOUNTING a VINYL Ewa1/8" SECTION B-8 SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. .:r A (SIDE NEWT -- STOP MOULDING BY DOOR INSTA 1 EII (TO SUIT) 20 GA. MIN. GALV. STEEL END STILE 20 GA CALV. STEEL INTER COON A /8. 3 4' PAN HEAD SCREW 10 SCREWS PER LITE) END 9 000 PSI MIN. CONCRETE COLUMN : MOLDED INSIDE STILE J 8".4` SLEEVE ANCHORS ON 24 GETTERS (BOTH LITE RETN"K' C- 90 BLOCK OR 2.000 PSI MIN. CONCRETE) OR 1/ 4'0" TAPCON SCREWS ON 24" CENTERS (2.000 PSI MIN. CONCRETE). WASHERS WCLUOED WITH SLEEVE ANCHORS. I" OD. uw. WASHERS REOUIRED WITH TAPCON& ANCHORS MAY BE COUNTERSUNK INTER. STILE BUT NOT REOUIIIED) TO PROVIDE A FLUSH MOUNTING SURFACE. HOHIZONFK JAMBS DO NOT TRANSFER LOAD. OUTSIDE KEYED HANDLE 18 CA CALV. STEEL CENTER HINGE FASTENED TO OTER. SIRW 4 ES ) 14x5/8" 14 CA. SHIN METAL FASTENED TO V. ENOSTILES EAC1ROLLERIRW/(4) 14.5 8 SHEET META. SCREWS AND 4) 1 4-. 3/4- SELF TAPPING SCREWS PER END HINGE. om SNAP LATCH ENGAGES STl ONTO VERTICAL TRACK. ONE SNAP LATCH ON EACH SIDE OF DOOR. OUTSIDE HANDLE END STILE INSIDE HANDLE PREPARATION OF JAMBS BY OTHERS. 2" OLA SHORT STEM. 10 BALL STEEL ROLLER. wna. IpL1s coNFIcuRAnoN .` 'r TOLERANCES — b mwsYrr rw. r w.A w0 .el SECTION C.O - 1.03 NOTE 2 THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS "'A °m` • 4"`' r .00 w 1. 015 SHALL BE THE RESPONSIBILITYOF THE PROFESSIONAL OF +• a PAw e. ew, r.... r a.... SILL s4c. w...r r JKTO - t.005 RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE 0000 t.001 WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON MARK Y(ESTERFIELD, P.E. / / IL• pL a` w.g ` 0-gfe - 1: 1/7 THIS OKAYING. FLORIDA P.E. / 48495 ,/ NORTH CAROLINA P. E. /23832 < P-ij tii.. • - IA4ea SlataE 011. uww DYE SK*CS ARE N N04}S LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR. IUD C DESIGN LOADS: + 25. 0 P.S.F. & -32.0 P.S.F. TEST LOADS: +37. 5 P.S.F. & -48.0 P.S.F. aoa aw.o rc aom w PART NO.: - A IDEAL 32 "" s<'' 6° td l4 I- ufI0H 5202 4YAN44 oC Fm Iu. 1-513.)Q-mH DESCRIPTION: UOGM 6RST W4 9-0 x 8-0: +25/-32 DESIGN LOAD DRAWN BY: BMu I DATE: 4/18/00 SCALE: NTS DWG.R CHECKED BY: MWW DATE: 4/18/00 SHEET I OF 1 ISIZE L DWG. NO.: 102137 1 REV. NO. 1