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Home My WebLink About275 Clydesdale Cir - BR03-002008 - SFRPERMIT ADDRESS CONTRACTOR `D R Horton 6250 Hazeltine Nat'l Dr #102 ADDRESS Orlando, FL 32822 407)857-9101 CBC 055300 PHONE NUMBER PROPERTY OWNER ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR FEE PFRMIT NUMBER FEE d t7 SUBDIVISION in in En PERMIT # (2) DATE PERMIT DESCRIPTION PERMIT VALUATION SQUARE FOOTAGE CERTIFICATE OF. -OCCUPANCY / COMPLETION This is to certify that the building located at 275 CLYDESDALE CIR for which permit 03-00002008 has heretofore been issued on 6 06/03 has been completed according to plans and specifications filed in the office of the BuildXJJA) g Official prior to the issuance of said building permit, to wit as ;"OkO ., Q°,o(n¢c, complies with all the building, plumbing, electr al, zoning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No DATE APPROVAL BUILDING: FIRE: Finaled Inspected ZONING: Inspected. UTILITIES. Water / Sewer Lines In ry-N rlp Lines In Meter TTTSewer Set Tap Reclaimed Water ENGINEERING: Street Drainage Paved Maintenance Bond PUBLIC WORKS: Street Name Signs W l Street Lights Storm Sewer Driveway Street Work DESCRIPTION WATER - SEWER IMPACT FEES 01- APPLCTN FEE -ELECTRIC 01- APPLCTN FEE -ELECTRIC 01- APPLCTN FEE -BUILDING 01- APPLCTN FEE -MECHANIC 01- APPLCTN FEE -PLUMBING 02- ENGNG DEVLPMT FEES 01- FIRE IMPACT - RESIDENT 01- LIBRARY IMPACT FEE FEES PAID DATE APPROVAL DATE AMOUNT 6 23 03 7/ 15/03 6/ 10/03 8/ 15/03 6/ 13/03 6/ 10/03 6/ 10/03 6/ 10/03 20. 00 20. 00 10. 00 10. 00 10. 00 10. 00, 59. 27 54. 00 PAGE: 2 CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 275 CLYDESDALE CIR for which permit 03-00002008 has heretofore been issued on 6 06/03 has been completed according to plans and specifications filed in the office of the Building Official prior to the issuance of said building permit, to wit as complies with all the building, plumbing, electrical, zoning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No 01-OPEN SPACE 01-POLICE IMPACT - RESID 01-RADON GAS 'IAX FEE 01-ROAD IMPACT FEES 01-RECOVERY FD/CERT. PGM. 01-SCHOOL IMPACT FEE WD IMPACT:SINGLE FAMILY SD IMPACT:SINGLE FAMILY 6/10/03 6/10/03 6/10/03 6/10/03 6/10/03 6/10/03 6/10/03 6/10/03 279.61 91.93 17.34 847.00 17.34 1384.00 650.00 1700.00 1 4-or4 7N)CL'o, ff\ E/oc 0'/4) 0 OWNER BUI ING OFFICIAL DAT CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** DATE: \b -D\-03 PERMIT #: 03 - awb ADDRESS: CONTRACTOR: l C)Aor--" PHONE #: The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. L'En ineerin ^ Fire lgg Public Works OZoning 0Utilities Licensing I CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) 6FJ)z--1&ni4- t-o/o 3y,30' CERTIFCATE OF OCCUPANCY AWOVdj REQUEST FOR FINAL INSPECTION(:'&P,er- SINGLE FAMILY RESIDENCE**** DATE; PERMIT #: C)l - ADDRESS: CONTRACTOR: P oAOe---. PHONE #: The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering I-upublic Works 1 5 1012X/Z3 rrrr r r O Utilities OFire j21 A, OZoning A\ 6 OLicensing P\ CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) 1 1 nil 1 I I i I I I 1 1 1 I W tea; 1 1 CERTIFCATE OF OCCUPANCY 1 1 1 1 1 1 REQUEST FOR FINAL INSPECTI0 1 1 1 1 1 SINGLE FAMILY RESIDENCE**** 1 I I I 1 I 1n 5 2 cu3: DATE: L. C• fJt C O: W p. I mr• PERMIT #:c- ADDRESS: 5 n 5 C I v a ' CONTRACTOR: \o o PHONE #: '-A(D) - 8 -,, aD -'A 0 S 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. OEngineprinty Public M ilitie OFire .a A OZoning L 16 OLicensing P\k CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE O.M.B. No. 3067-0077 Expires December 31, 200E Read the instructions on pages 1- 7. SECTION A - PROPERTY OWNER INFORMATION For Insurance company Use: BUILDING OWNER'S NAME Policy Number D.R. HORTON BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 275 CLYDESDALE CIRCLE CITY STATE ZIP CODE SANFORD FL 32773 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 36, BAKERS CROSSING, PHASE 2 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, If necessary.) RESIDENTIAL LATITUDEILONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE 0 GPS (Type): No - #W - a#.##" or ##.##### NAD 1927 NAD 1983 O USGS Quad Map O Other SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NRP COMMUNITY NAME & COMMUNITY NUMBER BZ COUNTY NAME B3. STATE SEMINOLE COUNTY 120289 SEMINOLE FLORIDA B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTNWEVISED DATE 88. FLOOD ZONE(S) Zone AO, use depth of flood'ug) 1202890045 E 4/17195 4/17195 X 24.6 810. 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. 811. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 NAVD 1988 Other (Describe): _ B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes ® No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Construction Drawings' Building Under Construction' ® Finished Construction A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(Select the building diagram most similar to the building forwhich this certificate is being completed - see pages 6 and 7. Ifno diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones Al-A30, AE, AH, A (with BFE), VE, V1-V30, V (with BFE), AR ARIA, ARIAE, AR/A1-430, ARIAH, AR/AD Complete Items C3.-a4 below according to the building diagram specified in Item C2. State the datum used. Ifthe datum is diffienent from the datum used for the BFE in Section B, convert the datum to that used forthe BFE. Show field measurements and datum conversion calculation. Use the space provided orthe Comments areaof Section D or Section G, as appropriate, to document the datum conversion. Datum _ Conversion/Comments Elevation reference mark used _Does the elevation reference marls used appear on the FIRM? Yes ® No o a) Top of bottom floor (inducting basement orenclosure)38. 9 ft.(m) ca o b) Top of next higher floor 48.2 Ito)co o c) Bottom of lowest horizontal structural member (V zones only) N/A. ft(m) o 0 o d) Attached garage (top of slab) 38. 4 ft.(m) woe) Lowest elevation of machinery andlor equipment m servicing the building (Describe in a Comments area) 38 . E ft(m) E o f) Lowest adjacent (finished) grade (LAG) 37.1 ft.(m) Z . o g) Highest adjacent (finished) grade (HAG) 37. 9fL(m) C o h) No. of permanent openings (flood vents) within 1 it. above adjacent grade 0 u i) Total area of all permanent openings (flood vents) in M.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: WII LIAM R MUSCATELLO, JR LICENSE NUMBER: 4928 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS `` I CITY STATE ZIP CODE 320 E SOUTH STIREEff. 1E.180 r I AA ORLANDO FL 32803 SIGNATURE I n Ad V, K . Ma101 UVO, DAB TELEPHONE - 979 FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the BUILDING STREET ADDRESS (IncWrq Apt, Unit S 275 CLYDESDALE CIRCLE CITY SANFORD information from Section A and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. . STATE FL For Insurance Company Use: Poky Number ZIP CODE I Company NAIC Number 32773 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agenYcompany, and (3) building owner. COMMENTS ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL; MACHINERY DESCRIBED IN C3-E IS AN A /C UNIT Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate Is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. El. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6and 7. If nodiagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft(m) _in.(crm) aboveor below (check one) the highest adjacent grade. (Use natural grade, 9 available). E3. For Building Diagrams 6$ with openings (see page 7), the next higher floor or elevated floor (elevation b) ofthe building is _ ft(m) _in.(c m) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top of the platform of machinery and/or equipment servicing the building is _ ft(m) _in,(an) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO only: If no flood depth number is available, is the top ofthe bottom floor elevated in a000rdanoe with thecommunity's floodplain management ordinance? Yes No Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.1 only), and E for Zone A (without a FEMA4ssued or community - issued BFE) orZone AO must sign here. The statements in Sections A a C, and Eareoared to the best ofmy kmWedge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS Check here ifattachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordnance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. A community official completed Section E for a building located in Zone A (without a FEMA4ssued orconmmunitymissued BFE) or Zone AO. G3. The following information (Items G4-G9) is provided for community floodplain management purposes. G8. Elevation of as -built lowest floor (including basement) of the building is: — _ft(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: — _ ft(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions PLAT OF SURVEY DESCRIPTION:, (AS FURNISHED) LOT 36, BAKERS CROSSING, PHASE 2 AS RECORDED IN PLAT BOOK 62, PAGES 97-99 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. NOTE: THE FINISHED FLOOR ELEVATION OF THIS STRUCTURE MEETS OR EXCEEDS THE THE REOUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). TRACT A CLYDESDALE CIRCLE 50' RIGHT OF WAY 1" = 30' GRAPHIC SCALE 0 15 30 6 PT W1 137.00' PI n1 alg 0 CENTERLINE OF RIGHT-OF-WAY 01N S89'36'15"E 50.00' Z WALK IS IW6'LOFF :: `:4-.SfW::''.: ;"•' I 1.7' OFF p (n 7 •' . is;:-':, ,b'. J 10' UTIUTY EASEIAENTl" \6 p r N --- -`;'- - -- > CONCRETE.% , DRIVEWAY;, o' 1 . 4 , : U ..1e.4, " 5.0m vTWO Y J' I w CONCRETETBLOCK RESDENCEME a• (O oNuFINISHFLOORcNO NoELEVATION-38.83 o N LOT37 "t o LOT 35 0 o zN40. 0' 0 LOT 36 s5, ; N89'36'15"W 50.00' ; J,paLOT 40 LOT 41 LOT 42 BAKERS CROSSING PHASE 1 PLAT BOOK 60, PAGES 27-29 CERTIFIED TO AND FOR THE EXCLUSIVE USE OF: D. R.H. TITLE COMPANY OF FLORIDA INC. FIDELITY NATIONAL TITLE INSURANCE COMPANY OF PENNSYLVANIA KAIP HUNGERFORD AND SOFIA RAMOS EASTERN WHOLESALE MORTAGE, INC. 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 10-20-03, UNLESS OTHERWISE SHOWN. 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120289 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X. AREA OUTSIDE 100 YEAR FLOOD PLAIN. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS FURNISHED. BEARINGS SHOWN HEREON ARE BASED ON TI4E NORTHERLY LINE OF LOT 36, BAKERS CROSSING 2 AS BEING N89'36'15" IN PER PLAT. FIELD DATE:) 6-16-03 SCALE: 1 = 30 FEET APPROVED BY: WRM JOB NO. ASM41107 DRAWN BY: REVISED: LEGEND BUILDING SETBACK LINE CENTERLINE RIGHT OF WAY LINE 1 1 4 EXISTING ELEVATION CONCRETE LB LAND SURVEYING BUSINESS LS LAND SURVEYOR PRM PERMANENT REFERENCE MONUMENT PCP PERMANENT CONTROL POINT P) PER PLAT M) MEASURED FND FOUND C/ W CONCRETE WALK YSIDEWALK CONCRETEPAD CS CONCRETE SLAB' C CHORD LENGTH PK PARKER KALON R RADIUS POC POINT OF CURVE 10- 20-03 CXe AMERICAN SURVEYING & MAPPING AnON B-20-03 CKe CERTIFICATION OF AUTHORIZATION NUMBER LB#6393 k BOUNDS 05/07/03 SOO 320 EAST SOUTH STREET, SUITE 180 ORLANDO. FLORIDA PLAN 4-03-03 SOO 32801- (407) 426-7979 FND 1/2" IRON ROD AND CAP LB 16393 (10/20/03) FND NAIL AND DISC LB # 6393 (10/20/03) 0 FND 1/2" IRON ROD NOID. (10/20/03) CNA CORNER NOT ACCESSIBLE A DENOTES DELTA ANGLE L DENOTES ARC LENGTH C. B. DENOTES CHORD BEARING PC DENOTES POINT OF CURVATURE PI DENOTES POINT OF INTERSECTION PRC DENOTES POINT OF REVERSE CURVATURE PT DENOTES POINT OF TANGENCY TYP TYPICAL A/ C AIR CONDITIONER COW CONCRETE BLOCK WALL RP RADIUS POINT CHU OVERHEAD UTILITY LINE ' ID IDENTIFICATION POL POINT ON LINE PCC POINT OF COMPOUND CURVE RVEY, SUBJECT TO THE SURVEYOR'S NOTES NTAINED HEREON MEETS THE APPLICABLE INIMUM TECHNICAL STANDARDS" SET FORTH THE FLORIDA BOARD OF PROFESSIONAL RVEYORS AND MAPPERS IN CHAPTER i17- 6, FLORIDA ADMINISTRATIVE CODE RSUANT TO CHAPTER 472.027, FLORIDA A TU TES. 1 O FOR HE iL IRM LIIAM R. MU C TELL JR. P 4 2 DATE CITY OF SANFORD PERMIT APPLICATION Permit # : 0 3 M 0 $ , /Z/U Date: / / 3 Job Address: 5 d-1 S C {`, 3 (4;3 C-vv5s"l Description of Work: p 1 Pto" b rV r e its l A, -_11 Historic District: Zoning: Value of Work: S l Permit Type: Building Electrical Mechanical Plumbing X Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Mechanical: Residential Non -Residential Plumbing/ New Commercial: # of Fixtures Plumbing/New Residential: # of Water Closets Occupancy Type: Residential Commercial _ Construction Type: # of Stories: Addition/Alteration Change of Service Temporary Pole Replacement New (Duct Layout & Energy Calc. Required) 4 '2- of Water & Sewer Lines # of Gas Lines Plumbing Repair — Residential or Commercial Industrial of Dwelling Units: Total Square Footage: Flood Zone: (FEMA form required for other than X) Parcel N: (Attach Proof of Ownership & Legal Description) Owners Name & Address: 4r h Phone: Contractor Name & Address: ADVANTAGE PLUMBING, . _ _ P. 'State License Number: Phone & Fax: UVILDID, FLORIDA N7r1 .@G2A: Msi, 7 Phone: 366 — 3"'/U Bonding Company: Address: Mortgage Lender: Address: Arch itect/Engineer: Address: Phone: Fax: Application ishereby made to obtain a permit to do the work and installations as indicated. l certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, ctc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirement of lorid cn Law, FS 713. Signature of Owncr/Agent Date Signature Contractor/Agent Date Print Owner/Agent's Name Print Contractor/Agent's Name J ! `R 11 z! 03 Signature of Notary -State of Florida Date Signature of Notary -State of Florid Date MARTHA Y. HALL I'' COMMISSION # CC 87584pi Owner/Agent is _ Personally Known to Me or Contractor/Agent is >IcPersona ;' Iv eFeiIPIRES: FebruarY t, pppqProducedID _ Produced 1 D on TAru Notary pubic Underwdtara APPLICATION APPROVED BY: Bldg: Special Conditions: Zoning: Initial & Date) (Initial & Date) Utilities: FD: Initial & Date) (Initial & Date) IIIIIIIa1N111a11111111NW111111111111In111a111111oil 6 MARYANNE MORSE, CLERK OF CIRCUIT COURT THIS INSTRUMENT PREPARED BY: Patricia L. Coulton D.R. Horton Inc. 6250,Hazelttne National Drive, Ste.: 102 Orlando, Florida 32822 SEMINOLE COUNTY BK 04854 PG 1317 CLERK'S # 2003096368 RECORDED 06/06/2093 11e0307 AM RECORDINS FEES 6.00 RECORDED BY L McKinley RECORD AND RETURN TO: P.R. Horton Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 NOTICE OF COMMENCEMENT Prepare in duplicate) The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in the Notice of Commencement. Description of PProperty: Lot(s) 117, 119, 131, 136, and 139 Bakers Crossing Phase 2 Plat Book , Page(s) , Public Records of Seminole County, Florida General description of improvements: Single Family Dwelling Owner(s): D.R. Horton, Inc., a Delaware Corporation Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Owner's interest in site of the improvements: Fee Simple Fee Simple Title Holder (if other than Owner): Name: Phone #: Address: Fax #: Contractor: D.R. Horton, Inc. Phone #: Fax #: Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Surety (if any): Address: Phone #: Amount of bond: $0.00 Fax #: Lender: Phone #: Address: Fax #: Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(I)(a)7, Flonda Statutes: Name: Address: In addition' to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided inSection713.13(1)(b), Florida Statutes: Name: Address: Expiration date of Notice of Commencement: (the expiration date is one (1) year from the date of recording unless adifferentdateisspecified): D.R. HoPJ+AUJA,4 0 by: o e awson, cant SecretaryCorporateSeal) STATE OF FLORIDA COUNTY OF ORANGE The foregoing instrument was acknowledged before me this day of ,2003 byy Robert A. Lawson Assistant Secretary of D.R. Horton, Inc., a e aware Corpo tton, on e a o t e corporat on. WiShe is personally known to me. Notary Public, State and County Aforesaid UFFOARYSKA-C PATRICIA COULTON NOTARY PUBLIC STATE OF FLORIDA f' COMMISSION NO. DD134330 MY COMM ISSIOPI Ex P. lULY 26,2006 Notary Seal ftj CaTME0 COPY 1MIARYAWW MoOFrjnuffCOU0 SEM114 NTY. fl I CU({[Y OF [%BIHOL[ IMPACT FCC STAT[MEHI' ISS\)Ll> BY CITY OF SA`FORD STATEMENT KUMB[R 103-75498 DUIL0JNG PERMIT NUH8[K:CQQ (CITY) COUNTY NUNOER: __________ o ' UNIT ADCRES3: ' M~. WA----M.i------------------------------''_'- TNA7FIC ZO][: JURISDICTION: q6 ... 3EC: 7WP: RNQ: PARCEL: SUD%`lVISIOX: TRACTo __________________ PLAT EOOK: PLAT BOOK PAGE: BL2CK: LOT: t/_ 6. \ I'----------- ------ --'' APPL2CANT HAME: ADDRESS: __________________________-------_-----------------------'-------.- iAND UEE C#7EGCRY: 001 - Single Family Detached House TYPE UK[: R*nidential WURV DESCRIPTION: Single Family House: Detached - Constructiwi BEN[FIT R TE FEE U IT RATE PER W TYPE TOTA DU TYP[ DIST SCPEDULE DESC. UNIT OF UNITS 1___'_ XO 0S ART[RIh'-S CO -WIDE O dw1 unit 1 705.00 1 $ 705.00 DOMD11) COLLECTORS NORTH U dml unit 1 142.00 1 * 142.00 LIDPARY CO -WIDE O dwl unit $ 54.00 1 $ 54.00 ST||UOiC CO -WIDE O dwl unit $1,384.00 1 $ 1,394.00 A([[NT DUE 1 2,205.00 l'AlE11![}|T R1:::CLIV1:::D BY: SIGNATURE: PLEA= PRINT HAM[) ~ 7----'---' NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AM)) O<GURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE PEE. *NOV. DI3TRlPUTION: 1-COUNTY 3-CITY I!APPLlCM4T 4-COUNTY T*H0TE>::z " LRSO:%! h7 E ADVISED TIMT THIS IS A STATGMENT OF FEES WHICH, ARE CUE AND PAYARLE PRICR TO ISSUANCE OF A BUILDIKG PERMIT. P[NCONS ARE ALSO ADVISED THAT ANY RIGHTS OF THS APPLICANT, OR OWNER!, TO APPEAL THE CALCULATIONS OF THE ROAD, LIDRORY SYSTEM AHD/OR UUCATIONAL (SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN RECUEST UIJ l 4' CALENDAR DAYS OF ?PE RECEIVING SIGXATURT DATE hB0VQ /w T LATER THAN CERTIFlC#TE OF UCCU?ANCY OR CCCUPAkCY. REVIEW MUST MEET THE RECUIREMFNTS OF TH[ CUJ TY Lh^%!D DEVELO7MENT CODE. Cq?IES OF THE RULES GOVERNING An7Ey\.-S VnY PE PICXED LP, CD RECUESTED, FROM THE PLAN IVPLEM81TATION pFFICE: 1101 UhST FIRST STREET, SANFORD, FLORIDA 32771; (407) 665-7471. PAYIFNT SHOULD BE yY\DE TO: CITY CF SAKFORD D!)ILDl|<E) D[{'A6JM[KT KDRll| PARK AV[K([[ CAN[DQD. FL 32771 PAYMENT SSCULD BE BY CHECK [R MONEY ORDER, AND SHOULD REFIREMC[ NUMBER AqD CITY BUILDING PERMIT NUMBER AT THE TO"` T 8F ll E NUllC[. 200THIS STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE 07 Al& FAMILY BUILDIHG PERMITSTATT01*07TT711777Z, Permit #: c) Job Address: "rJ 6esAc Description of Work: S-F Historic District: Zoning: CITY OF SANFORD PERMIT APPLICATION Date: Cj rt - _ Value of Work: S Permit Type: Building >/ Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service - # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines it of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair- Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage , y Construction Type: FO(,-Y-- # of Stories: -')— # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: (Attach Proofof Ownership & Legal Description) Owners Name Address: •R,. tiJl`1 t G250.1 Zt Y,- 1 k V- --#=l0Z OR L- t DD V 5Ze'22L Phone: ACPt (' 59 (::110 I Contractor Name &LAddres s: 'R% ) • LA - tvr+t C. AIEA0 - / ,5 5q EL State License Number: Phone &Fax: q Q '-`031E I `1GK:Contact Person: Phonc: Bonding Company: Address: Mortgage Lender: 1V' Address: Architect/Engineer: it a c' ,^ Phone. A,0- .(13 - Ct 0 Address: ` 43 C1 • 6 ( V-1k\• coE 14 Fax: Acpl65---i -q2ZV Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the, issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER' S AFFIDAVIT: 1 certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of thispermit, there may be additional restrictions applicable to this property that may be found in the public records of this county, anfither; may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance pe s e ticatio that Q tgrlbtureof0 er/Agent rint Own r/ zSignature ofNotary-State of Owner/Agent is Produced ID E APPLICATION APPROVEDAPPLICATIONSpecialConditions: I will notify the owner of the property of the Date Date IVI"- COULTFO OR1pA a, ft'AIfFoPp134330 moo. p ,. 3 Zoning: Initial & Date) vf' remen of FloridaLien 7 Sign ure o onttactor/ en Date Print Con t r/A nt's Na ignat a of Notary -State of to uiilities: 1CLN CO. STX Ljr 10N FD: Initial & Date) ( Initial & Date) CITY OF SANFORD P.O. Box 2847 SANFORD, FL 32772 PHONE # (407) 330-5630 FAX # (407) 328-7367 APPLICATION FOR UTILITY SERVICE ACCOUNT (FULL NAME) NAME IJ.IL. SERVICE ADDRESS ;=f`-'D MAILING ADDRESS TURN ON DATE MAIDEN NAME MULTI -FAMILY RESIDENCE COMMERCIAL n 0h WORK# Qqr-i35 3'0'C'tAt- nn HQy- 1H.,OME# OWNER OF PROPERTY LJ-TpnC. I AM APPLYING FOR CITY OF SANFORD UTILITY SERVICE AT THE ABOVE ADDRESS. I AGREE TO FOLLOW ALL CITY RULES FOR UTILITY SERVICE AND TO PAY CHARGES IN EFFECT AT THE TIME OF DELIVERY. IN ORDER TO' -TRANSFER MY DEPOSIT TO ANOTHER. THE NEW APPLICANT MUST PROVIDE PROPER IDENTIFICATION AND ANY OUTSTANDING CHARGES MUST BE PAID AT THE TIME. WHEN TRANSFERRING MY DEPOSIT TO ANOTHER SERVICE ADDRESS. I MUST PAY I UNDERSTAND THAT NON-PAYWENT OF MY ACCOUNT WILL STOP SERVICE. SIGNED; , i/V DATE DO NOT WRITE BELOW THIS LINE DEPOSIT AMOUNT $ CUSTOMER# APPLICATION FEE $ LOCATION# OTHER FEES $ LAST BILL READ THIS READ TOTAL $ CSR DATE I hearby name and a Limited Power Of Attorney nt: Craig Coulton and RuL each agent's of D.R. Horton Inc. To be my lawful attorney in fact to act for me and ajznly The Building Dept. of: c saa ( Wd For a residential permit for work to be performed at: Lot # : '3(U P— 2 Subdivision: akus Cross I Address: o,)q75-;, GLYDESDAL.P L12GL, 5rv.-krbr2.lD, FL. And to sign my name and do all things that are necessary to this appointment. Richard B. Ladd CBC055300 Contractor State Registration Number Signature of Contractor This foregoing instru Date: . 1 Who is personally State of Florioa County of Or4nge acknowledged before me this: n to me. By: Richard B. Ladd ( Contractor ) NOTARY SEAL PATRICIA COULTON NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DD134330 MY COMMISSION EXP. ULY 26,2006 Notary/Public Signature Notary Seal D. R. HORTON HOMES SFR PERMIT PACKAGE CITY OF SANFORD CHECK LIST 2 LOT SUBDIVISION: BAKERS CROSSING ADDRESS 17 BUILDING APPLICATION POWER OF ATTORNEY 2 SETS OF SEALED PLANS 2 PLOT PLANS 3 SETS OF ENERGY CALCS MANUAL J/ DUCT LAYOUT ATTACHED TO THE PLANS 2 SETS OF SEALED TRUSS PROFILES AND LAYOUTS ATTACHED TO THE PLANS UTILITY FORM NOTICE OF COMMENCEMENT APPEX CONTRACT Sri Vel Lv( e,/ J OF SANFORD BUILDING DIVISIONCITYRESIDENTIALBUILDING PERMITSUBMITTALREQUIREMENTSFOR p 1, Two (2) recent boundary and buildingforlocation it for tusctureslng setbacks not fences) from all structures to property lines per sets of construction design drawings drawn to scale, p 2, Two (2) complete Complete sets to include: er sizes walls. Provide side view details indicating DementR. Foundation plan of these footers with r bar replacement. Interior wall partitions and room Identification, b. Floor plan indicating room dimensions,ndindr Bathroomr opening stizturc andoke detector, istocation(s), gs decks and st distances from walls are to be shown. Note the State of Florida requirements for bath door for complianceofHandicappedCode (F.S. 553, Part 5) of all exterior walls, east, west, north and south. FinishC. Elevationsfloorelevation height as per City Engineering Department or subdivision plat. d, Cross sections of all wall sections to be used in the structure. Bearingofwallsection. 0 non -bearing inter and exterior. Show all componentsforfloorjoistswhereconventionallyframed. Plan toe, Framing planIndicatespan, size and species of materials to be used. with details ofbracing. Engineered beams forEngineeredtrussplan spacing openings to carry and support trusses. dimensions, stringer size, methods of 9. Stair details with tread and riser attachment, placement of handrails and guardrails. h. Square footage table showing footagcs: ( S.F. Garages/Carports — S.F. Porch(s)/Entry(s) Patios) S.F. Conditioned structure S.F. 3. Total (Gross Area) 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 unstableorifstructuretobebuiltonfill, a report may be requested by the Building Official or his representative. 0 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 Healthp Department at: 400 W. Airport Blvd,Sanford, FI (407) 665-3600. c. Arbor permit when trees to be removed from property. Contact thedetailsregardingthearborordinanceandpermit. 6. City Engineer for Application to be completed thoroughly and signatures provided by a licensed anal Insured contractor. OWNER/BUELDER 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. 2. Footer Underground, electrical, mechanicnl and plumbing 3. Foundation elevation survey 4. Slab 5. Lintel- tic beaths - columns- cells 6. Rough electrical 7. Rough mechanical 8. Rough plumbing 9. Tub Set 10. Framing 11. Tenant Separation / fircwall 12. Insulation, walls and/or ceilings 13. Electrical final, mechanical final and plumbing final 14. Building final 15. Other DATE SIGNATURE qA By Owner or Authorized Agent) APEX pESI.- Nig:= C CNTRO L_ Sentricon* Colony Elimination System Pretreatment Plan Agreement Date of Install : Contract Number PUCHASERS NAME AND ADDRESS Name .• 'D-S Address 62SZj V City/State/Zip aLLA -O,':1 'S22 ZZ Phone & Email Quarterly Payment Amount Nps 4,c; 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: PC. SPECIAL OR ADDITIONAL COMMENTS NOTIFICATION STICKER LOCATED: '—y cr aCJ RZ . 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 notiflentlon and Inspection, arrange for the necessary repairs and pay the cost of labor and materials not to exceed $1,000,000. Apex may chemically treat the affected area of the property at no additional cost to the Customer. THE UNDERSIGNED CONSENTS TO AND AUTHORIZES THE WORK CONTEMPLATED HEREIN, AND FURTHER AGREES THAT THE TERMS AND CONDITIONS STATED ON EITHER SIDE OF THE AGREEMENT SHALL GOVERN THE RELATIONSHIP OF THE PARTIES. r ",,zx 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; and4. during those years, Inform the Customer of: a. any new or increased termite activity noted at the Stations b. any addition or. removal of Recruit* of Recruit* termite bait; and C. any observed effect of the Sentricon* Colony Elimination System (Sentricon) on termite activity. The Company will extend this Service Commitment following the original twelve month obligation. The SentriconPretreatmentPlanmayhmatntalnedfortheLIFETIMEoftheidentifiedpropertysubjecttothetermsandconditionsofthisagreementforDerquarter (3mo period) payable on or before the end of the previous monitoring period. Afterthefifthyear, and each year thereafter, Apex reserves the right to revise the quarterly payment amount, not to exceed 10% per year. The Customer warrants full cooperation with Apex during the term of this Agreement, and agrees to maintain the area(s) baited free from any factors contributing to infestation such as wood, trash, lumber, direct wood -soil contact, standing water. under pier type structure, or as noted in "Special or Additional Comments". The Customer also agrees to notify Apex of andeliminatefaultyplumbing; leaks; dampness from drains; condensation or leaks from the roof or otherwise into, onto, or underthearea(s) baited. At no time will damage caused to any portion(s) of the Structure(s), even by an active wood destroyinginsectInfestation, be the responsibility of Apex in areas where any of the conditions described in this Paragraph exist. FailureofApextoalerttheCustomertoanyoftheaboveconditionsdoesnotaltertheCustomersresponsibilityunderthisparagraph. DISCLAIMER: COMPANY DISCLAIMS ALL OTHER WARRANTIES, WHETHER EXPRESS OR IMPLIED; INCLUDING STATUTORY WARRANTIES, AND SPECIFICALLY DISCLAIMS ANY IMPLIED WARRAINTES. OFMERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE, OR WARRANTY OF WORKMANLIKE SERVICE. FURTHER, COMPANY HAS MADE NO AFFIRMATION OF FACT OR PROMISE RELATING TO THE PRODUCT ORSERVICEPROVIDEDHEREUNDERTHATHASCREATEDORAMOUNTEDTOANEXPRESSWARRANTY. Customer expressly waives and releases any claims in any lawsuit, arbitration or other legal proceeding against Apex fornegligence, torts, personal Injury, death, violation of any statute, rule, or regulation, loss of use, diminution of value, economic, compensatory, lncldental, consequential, exemplary, punitive, liquidated, treble, or special damages If any kind, and in no. event shall Apex be liable for any amount greater that amount paid by the Customer to Apex for the service to be performed. SENSITIVITY/PHYSICAL FACTORS: Customer understands and agrees that (I)it Is the responsibility of all family members, visitors, guests, and/or other temporary or permanent occupants to consult a physician if necessary regarding any affects the Property treatmenttingnotlessthanysrgyor. sensitivitymay have and concerning odorstIstheir , dust, pollen, respirto atory Illness, orfy ApexInlotherconditionthatmay)beaa activatedor exacerbated by rior to treatment the products ing eand or techniques utilized by Apex. GENERAL TERMS AND CONDITIONS Byspecificreferencehereto, the Customer understands that the general terms and conditions are hereby made part of this contract and apply without exception. 1. DOWELANCO OWNERSHIP OF SENTRICON" SYSTEM COMPONENTS: The Customer understands that: All components oftheSentrlcon "System (Components) are and will remain to property of DowElanco. The Customer has no rights to any of the Components, and the Purchaser may not alter, remove, or modify the components In any way, other than the right to their use ns Installed by Apex on the Customer's premises under this agreement. 2. On expiration or termination of this Agreement, Apex and DowElanco or Its representative are authorized by the Customer to retrievefromtheCustomer's premises the Stations and other Components contained therein for appropriate disposition. 3. If Apex, for whatever reason, ceases to represent or to be authorized to represent, the Sentrlcon" System a. Apex will: (1)so notify the Customer; (2)offer Customer the alternatives of either using a different form of termite protection ordiscontinuingtherelationship(note: Conventional "liquid barrier" method of termite control may not offer an effective meansofcontrollingcertaintermiteInfestationsofcertainstructures. In such event Apex may not be able to offer a different form of termite protection, and therefore may have to discontinue the relationship.); (3)lf the Customer and Apex (Parties) agree on use of a different form of termite protection, give the Customer credit for service paid for but not yet received (4)if theCustomerelectstodiscontinuetherelationship, or If Apex cannot offer an effective different.form of termite protection, refundtotheCustomeranamountequaltothefeepaidforservicesnotyetreceived, and(5)retrieve, or advise DowElanco'or Its representatives where to retrieve, the Components from the Customer's premises; and b. the Customer will; (1)grant Apex and DowElanco or Its representative reasonable access to the premises for the retrieval of theComponents; and; (2)elther agree with Apex on the use of it different form of termite control or elect to discontinue this relationship. ADDITIONSAND/OR ALTERATIONS This Agreement covers the Structure(s) Identified herein as of the date of the initial Installation. Priorto; (1)the Structure(s) being structurally modified, altered, or otherwise changed or; (2) to any termiticide being applied on or close to thelocationofanyStation, or; (3) soil Is removed or added around the foundation, or; (4) any tampering of baiting equipment or supplies occurs, the Customer will Immediately notify Apex in writing. Failure to notify Apex In writing of the events listed above may void this Agreement. Additional services because of any alteration, addition, or other such event, may be provided by Apex at the Customers expense, and may require and adjustment in the annual fee. DAMAGERELATEDTOSERVICEApexwillexerciseduecare while performing any work her In avoidance of damaging any part of the Customer's property, plants, or animals. Under no circumstances or conditions shall Apex be responsible for damage caused at the. time the work Is performed except those damages resulting from gross negligence on the part of Apex. PAYMENT/ DEFAULT. All payments due pursuant to this Agreement shall be made at the Apex Corporate Headquarters located In MerrittIsland, Brevard County, Florida. In the event of failure to make payment when due, or any other default by Customer (1) Apex may withoutnotice, terminate this Agreement and pursue all other available remedies, which shall be cumulative, and (2) Interest shall accrue at thehighestrateallowedbylawduringtheperiodofanydelinquency, and (3) Customer agrees to pay all costs and attorneys fees Incurred by Apex, whether or not suit Is brought. VENUE/SEVERABILITY. Venue for any and all legal proceedings shall be in Brevard County, Florida. If any part of this Agreement Is held to be Invalid or unenforceable for any reason, the remaining terms and conditions of this Agreement shall remain In full force and effect. CHANGE IN LAW. In the event of a change in applicable law as It pertains to the services promised herein, Apex reserved the right. to revise the annual extension charge or terminate this Agreement. DISCLAIMER/ CONDUCIVE CONDITIONS Apex's liability under this Agreement will be terminated If Apex Is prevented from fulfilling Its responsibilities under the terms of this Agreement by any reason of delays in transportation, shortages of fuel/or materials, stPikes, embargoes, fires, floods, hurricanes, storms, quarantine restrictions, or any other act of God or circumstances beyond the control of Apex. Apex disclaims any liability for special, incidental, or consequential damages. This Agreement does not cover and Apex will not be responsible for; (1)termite damage resulting from water leakage; (2)termite damage resulting from masonry failure or grade alterations; 3) termite damage resulting from direct wood to soil contact; (4)furniture and contents; (5)areas of existing damage unless areas have been repaired by Customer's evidence of receipts. ARBITRATION. Not withstanding any provision contained herein regarding litigation, In the event of any dispute arising hereunder; Customer agrees to submit the dispute to the least expensive procedure of arbitration in accordance with the rules and procedures for commercial arbitration of the American Arbitration Association or any successor organization, and In accordance with and subject to all'tht provisions of the Uniform Arbitration Act as In force In the State of Florida, or the Federal Arbitration Act, 9 U.S.C. section 1, et seg. Th( proceeding shall be governed by one arbitrator, and the location of arbitration will be Brevard County, Florida at the offices of Apex or it! designee. The arbitrator will have the complete power to determine all Issues of fact and law, and any determination of the arbitrators wil be final and conclusive, and binding on both parties. Customer agrees that any such arbitration shall be conducted on an Indivldual basis and not a class wide basis. Apex shall recover all fees, costs, and attorneys fees associated with the arbitration proceeding. ENTIRE AGREEEMENT. The service Agreement signed at the time of purchase constitutes the entire Agreement between the parties an( no other representations of statements will be binding on the parties. REFUNDS. Apex at any time on or after 36 (thirty-six) months from the Initial date of Installation, terminate this Agreement and b relieved of any liability hereunder If Apex determines, in its sole discretion, that It Is unable to prevent or stop further damage to Propert from subterranean termite activity. Partial refunds may be made under the discretion of Apex Pest Control Inc. NOTICE OF CLAIMS, ACCESS TO PROPERTY. Any claims under the terms of this Agreement must be made Immediately in writing t The Apex Corporate Office. Apex Is only obligated to perform under this Agreement If the Customer allows Apex access to the Identifle Property for any purpose contemplated by this Agreement, Including but not limited to re -inspection, whether the Inspection was requeste by the Customer or considered necessary by Apex. LIMITED ASSIGNABILITY. This Agreement Is assignable by Customer for a period of 1 (one) year from Its effective date. After th Initial 12 (twelve) month period, Customer may transfer or assign this Agreement with a = transfer fee payable to Apex within thirty) days of the transfer of the treated Property. Trademark of DowElanco Brevard Area Orlando Area Tampa/Sarasota Area 508 S Plumosa St. 7006 Stapolnt Ct, t/G 5314 Faulkenburg Rd N Merritt Island, FL 32952 Winterpark, FL 32792 Tampa, FL 33510 407- 459-2847 407.858-0540 813-221-2847 800. 929-2847 888-764-2847 877-459-2847 June 9, 2003 Roger Dixon, City Manager City of Sanford 300 North Park Avenue Sanford, FL 32771 RE: Estoppel Letter 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 N^^2 ' ' for the 0 3 z following work: Construction of a SFR on Lot 36, Bakers Crossing Phase 2, 275 Clydesdale Cir. Sanford, FL 32773 D.R. Horton Inc., hereinafter r. ferred to as the "Owner", recognizes that issuance of Permit NOC'3 - I 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. y zOc By issuing Permit No.Q-1, , 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. 0-3- Zi . The owner also agrees to the following as additional conditions for Permit No. C?s- LOy' 6250 Hazeltine National Drive - Suite 102 - Orlando, Florida 32822 - (407) 857-9101 - Fax (407) 857-9228 DR M N Roger 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. I I Coe, 4 ]POVA ii-IrmSignature Patricia Coulton Printed/ Typed Name Signature Medalid Jorge Printed/ Typed Name STATE OF FLORIDA COUNTY OF ORANGE Owner) Signature Robert A. Lawson Printed / typed Name Assistant Secretary Title The foregoing instrument was acknowledged before me this 6th day of June, 2003 by Robert A. Lawson as the assistant secretary for D.R. Horton Inc. who is personally known to e-or who produced their Florida State Identification. OFFICIAL L PATRICIA COULTON NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DD1343330 MY COMMISSION EXP. ULY 26,20% Notary Signature otary Stamp6250 Hazeltine National Drive • Suite 102 • Orlando, Florida 32822 • (407) 857-9101 • Fax (407) 857-9228 emu— i yy5 u: o i t IVI r KulVI CITY OF SANFORD ELECTRICAL. PERMIT APPLICATION Permit Number: O __( rbt Date: 3 The undersigned hereby applies for a permit to ipstall the following electrical-. Owner's Name: 17AddressofJob: Electrical Contra ctor/hb {,u1c /" 0 e'CAIc Zraeu,_ , Residential: Non -Residential: Jtv a•:. :.L ` Number Amount Addition, Alteration, Repair Residential 8 Non -Residential New Residential: AMP Service New Commercial: r ' AMP Service Change of -Service: From AMP Service to AMP Service Manufactured Building Other. Descrf tlon.of,Work:•: Application Fee: 10.00 TOTAL DUE:-1940,00 By Signing this application I am stating that I am in compliance with City of Sanford Electrical Code. Applicant' ` gnature r ;' State License Number Ub-203 7:09AM r'f UNt CRY OF SAN FORD PERNIIT APPLICATION 3 , Ze0 g Date: 7 - 3Permita : C--•j'— _ Q — Job Addreli %S 2J u1 r Dc;f(ipliop Of W00;la ril;torlr Pl;lr rfl .. _. _ ' as Pool permll Typc: Building ,__, F'im Snnklcr/Alarm _ Electrical „ Mechanical Plumbing D r Ele<trlciel: New Service - a or AMPS Addition/Alteration Change of service __ Tempor9ry Pole _ 290-0— Mechanical: Residential _ Non-Residenm tialReplaceentNew (Duct Layout & Energy C'hIc. Required) PlumbinV New Commerclal: is of Fixtures it of Wata & Sewer Lines a of Gas Lincs _ Plumbing/ New RcsldenUal: q of Water Closets._ Plumbine Repair — Residential or Cornmerual Occupancy Type: Residential l/ Commercial Industrial Total Squire Fout2gt: — 1 Is of Stories: d -" of Dwelling UnIm flood Zone: , (FENIA form required for other thin x) Construction TypType: Attach Prool of Ownerthlp B La•gal Deacrlptlon)( ((/ Parcel a• e. s_,p ZS wncrs Namc &Address: _ /lD7 ' " J %_ / ,.. U r. Phnnr: _`` 77 t P, rs 0 Contracta or & Addreu: r 3 z ] ti r irate Lleenst Numh<r 7 3 8 CU3L1 y (l U e Phone: Contact Person: m..0 l Yhour A Fax: Andres tortgagc Landtr - - Addrtst' .• .. Phone. ArchilccIJEngirI -- Fan: AdJress: certify no wink as Appbcation is hereby made to obuin a permit to do trrsseet standards orsallslaws rcgulatling or`sswci on inA itjuriadicoon.hlundmo Dnot to Ire xpa^ issuance or a permit and that all work will be perf nrtnod oSfONS. WELLS. POOLS, FURNACES, BOILJ RS, HEATERS, Tom• and permit most be scoured for ELECTRICAL WORK PLUMBING, AIR CONDITIONERS• cie, nwNFR'S : 1 certiry that all or the foregoing Infornution 6accurwA and the all wr1 will be done in cormaI ana wide all .ppllcQblc Uwt regulrnng Q--EE&5-AFFIpA V ITand toning. WARNING TOOWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYfNC construction TW)CE FORIMPROVEMfiNTSTOYOURPROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WrM YOUR LFNDER OR AN ATTORNEY BEFORE RIiCOPWINO YOURNOTICEOFCOMMENCEMENT. NOTICEn additipn to she requirements thin pecmiL there may he additional resnicdons applicable to this property that may be found in the public reads of C : I the candthere assay be additional permits required hnm other governmrnul cnnnm such a w,a= management distnctc• stateItgenetts, or I'cdmi syenncs. to a Uc w, F U. AcccptarYc of permit is vcritleauon this I will notify the awns ol'the property of the rcquuense 7— 7— v 3 Signature of Ownn'rAgcnl Ualc $i inuluK ofCon"CIC /Agcnl Da1C Li i o nn CuntractodA t', Nr Pnnt Owncr/Agent's Name 7—i-3 SiCnaMe of Nulary•Slve. nr Flnnda Ouc Cignxurc of Nut+ etc nl F IonJ Oulc 1,'unlr7elnfrA C nl I1ZYPr;00'1V Kno-n Iv Me -I- Pei Sunnnv Knn-nnlMcurprpducrAlU ... ...— Yrudui.d I`I' l.I(' AI'l X AYI'I(OVf•.I111V• Illdg. (lna sl n, Onte) (b>•t el J I):r:c' Imli-il d (sale) Pet: .dl Jndulnn. __,• .----.•... ..._ - •-•- --... .. ---- • Apro , MARIE A. ZETTLEMOYER MY COMMISSION A' CC 85510D lpFn EXPIRES: Jul15.2W3 14=-%NQTAHY Fla Notary Sevice 8 Banding CO. 9y CITY OF SANFORD PERMIT APPLICATION Permit # : L/' AL)z) z5 • 63 Job Address: Description of Work: / Historic District: Zoning: V ue Work: Permit Type: Building Electrical Mechanical P'_ Plumbing Fire Sprinkler/Alarm Pogl, . _ Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical! Residential Non -Residential Replacement New (Duct Layout & Energy Cali.. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair— Residential or Commercial Occupancy Type: Residential Cornmercial Industrial Total Square Footage: Construction Tyne: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for otter than X) Parcel #: Owners Name & Contractor Name &' Address: Phone & Fax: Attach Proof of Ownership & Legal Description) Phone: License Nu O r15B 3oo Bonding Company: Address: Mortgage Lender: Address: --- - — Architect/Engineer: Phone: ^ Address: Fax: — Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prig to theissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. 1 understand thatra separatepermitmustbesecuredforELECTRICALWORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, adAIRCONDITIONERS, etc. OWNER'S AFFIDAVIT: 1 certify that all of the foregoing information is accurate and that all work will be done in compliance with'all'applicable. laws regulatingconstructionandzoning. WARNING TO OWNER YOUR FAILURE TO RECORD A NOTICE OFCOMMENCEMENT MAY RESULT IN YOi17< PAVINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WiTH YOUR LENDER OR ANATTORNEYBEFORERECORDINGYOURNOTICEOFCOMMENCEMENT. N TICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records ofthiscounty, and there may be additional permits required from other governmental entities such as water management districts, state agencies, of federal agencies. Acceptance of permit is verification that I %gill notify the owner of the property of the requirements of Florida Lien Law, FS 713. Signature of Owner/Agent Print Owner/Agent's Name Signature of Notary -State of Florida Owner/Agent is _ Personally ono„n to Me or Produced ID APPLICATION APPROVED BY: Bldg: Initial & Date) Spccia! Conditions: Date Date Zoning: D3 Signature of Connctor/A'gent Date ROWRT G. DELLO R USSO Pri t Contractor agent's Na e c I 3 tgnature of Ko_ry-State of Florida Date Contractor/Ac;-::;1 ersonahv Known to Me or Produce,' '.D U ':::es: FD: Initial & Date) (Initial & Date) On ia I & pat; MY COMMISSION # DD 212893 EXPIRES: June 14, 2007 BondedTtw Notary Pvtrkundemriters FORe600A-2001 FLORIDA ENERGY EFFICIENCY CODEv` FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 2879 Builder: DR HORTON Address: GL4 De-LNA Lx-- e- Permitting Office: City, State: Permit Number: Owner: 1D r2 . Z Jurisdiction Number: Climate Zone: Central 1. New construction or existing New _ 12. Cooling systems ' 2. Single family or multi -family Single family _ a. Central Unit Cap: 60.0 kBtu/hr _ 3. Number of units, if multi -family 1 _ SEER: 12.05 _ 4. Number of Bedrooms 4 _ b. N/A 5. Is this a worst case? No 6. CoA' juoned floor area (ft') 2872 ft' c. N/A 7. G." area & type a. ' r - single pane 319.0 ft' 13. Heating systems b!; ear -double pane 0.0 ft' _ a. Electric Heat Pump Cap: 60.0 kBtu/hr cZ% ndother SHGC - single pane 0.0 ft' _ HSPF: 8.25 d. Tint/other SHGC - double pane 0.0 ft' b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=5.0, 173.0(p) It _ c. N/A b. Raised Wood, Adjacent R=11.0, 460.0ft' 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, 876.0 ft' _ EF: 0.86 _ b. Frame, Wood, Exterior R=11.0, 785.0 ft' _ b. N/A c. Frame, Wood, Adjacent R=11.0, 622.0 ft' _ d. N/A c. Conservation credits e. N/A HR-Heat recovery, Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=19.0, 2091.0 ft' _ 15. HVAC credits PT, b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret Unc. AH: Interior Sup. R=6.0, 320.0 ft _ MZ-C-Multizone cooling, b. N/A MZ-H-Multizone heating) Glass/Floor Area: 0.11 Total as -built points: 33937 PASSTotalbasepoints: 38807 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY:S DATE: 05. o2 t hereby certify that this building, as designed, is in compliance with the Florida Energy Code. JOWNER/AGEN : DATE: 00 s 0 _;) Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: EnergyGauge® (Version: FLRCSB v3.2) FORM 600A-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES I18XConditionedXBSPMPoints Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points 18 2872.0 25.78 13327.2 Single, Clear W 1.0 10.0 32.0 53.47 0.99 1701.9 Single, Clear W 4.0 15.0 8.0 53.47 0.90 385.7 Single, Clear W 4.0 7.5 10.0 53.47 0.72 385.5 Single, Clear S 1.0 15.0 16.0 44.66 0.99 709.6 Single, Clear E 1.0 17.0 16.0 59.31 1.00 945.6 Single, Clear E 1.0 22.0 16.0 59.31 1.00 946.2 Single, Clear E 1.0 13.0 53.0 59.31 1.00 3128.7 Single, Clear N 1.0 5.0 10.0 27.96 0.96 268.9 Single, Clear N 1.0 7.0 23.0 27.96 0.99 633.5 Single, Clear E 1.0 10.0 15.0 59.31 0.99 884.5 Single, Clear W 1.0 12.0 30.0 53.47 1.00 1597.3 Single, Clear S 1.0 6.0 60.0 44.66 0.94 2529.5 Single, Clear S 1.0 6.0 15.0 44.66 0.94 632.4 Single, Clear E 1.0 10.0 15.0 59.31 0.99 884.5 As -Built Total: 319.0 15633.8 WALL TYPES Area X BSPM Points Type R-Value Area X SPM Points Adjacent 622.0 0.70 435.4 Concrete, Int Insul, Exterior 3.0 876.0 1.40 1226.4 Exterior 1661.0 1.90 3155.9 Frame, Wood, Exterior 11.0 785.0 1.90 1491.5 Frame, Wood, Adjacent 11.0 622.0 0.70 435.4 Base Total: 2283.0 3591.3 As -Built Total: 2283.0 3153.3 DOOR TYPES Area X BSPM Points Type Area X SPM Points Adjacent 18.0 1.60 28.8 Adjacent Wood 18.0 2.40 43.2 Exterior 20.0 4.80 96.0 Exterior Wood 20.0 7.20 144.0 Base Total: 38.0 124.8 As -Built Total: 38.0 187.2 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Attic 2091.0 2.13 4453.8 Under Attic 19.0 2091.0 2.82 X 1.00 5896.6 Base Total: 2091.0 4453.8 As -Built Total: 2091.0 5896.6 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM Points Slab 173.0(p) 31.8 5501.4 Slab -On -Grade Edge Insulation 5.0 173.0(p 31.70 5484.1 Raised 460.0 3.43 1577.8 Raised Wood, Adjacent 11.0 460.0 1.80 828.0 Base Total: 7079.2 1 As -Built Total: 633.0 4656.1 EnergyGauge® DCA Form 60OA-2001 EnergyGauge@/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 IV SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT INFILTRATION Area X BSPM = Points Area X SPM Points 2872.0 14.31 41098.3 2872.0 14.31 41098.3 Summer Base Points: 55516.3 Summer As -Built Points: 61313.1 Total Summer Points X System = Multiplier Cooling Points Total X Component Cap Ratio X Duct X System X Multiplier • Multiplier DM x DSM x AHU) Credit Multiplier Cooling Points 1"55516.3 0.4266 23683.2 61313.1 61313.1 1.000 1.00 1.087 x 1.150 x 0.90) 0.283 1.125 0.283 0.950 0.950 18544.5 18544.5 EnergyGauge^" 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 18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point 18 2872.0 5.86 3029.4 Single, Clear W 1.0 10.0 32.0 10.74 1.00 343.5 Single, Clear W 4.0 15.0 8.0 10.74 1.01 87.0 Single, Clear W 4.0 7.5 10.0 10.74 1.05 112.5 Single, Clear S 1.0 15.0 16.0 7.73 1.00 123.3 Single, Clear E 1.0 17.0 16.0 9.96 1.00 159.8 Single, Clear E 1.0 22.0 16.0 9.96 1.00 159.7 Single, Clear E 1.0 13.0 53.0 9.96 1.00 529.7 Single, Clear N 1.0 5.0 10.0 12.32 1.00 122.9 Single, Clear N 1.0 7.0 23.0 12.32 1.00 282.9 Single, Clear E 1.0 10.0 15.0 9.96 1.00 150.0 Single, Clear W 1.0 12.0 30.0 10.74 1.00 322.1 Single, Clear S 1.0 6.0 60.0 7.73 1.01 467.7 Single, Clear S 1.0 6.0 15.0 7.73 1.01 116.9 Single, Clear E 1.0 10.0 15.0 9.96 1.00 150.0 As -Built Total: 319.0 3128.0 WALL TYPES Area X BWPM Points Type R-Value Area X WPM Points Adjacent 622.0 1.80 1119.6 Concrete, Int Insul, Exterior 3.0 876.0 3.80 3328.8 Exterior 1661.0 2.00 3322.0 Frame, Wood, Exterior 11.0 785.0 2.00 1570.0 Frame, Wood, Adjacent 11.0 622.0 1.80 1119.6 Base Total: 2283.0 4441.6 As -Built Total: 2283.0 6018.4 DOOR TYPES Area X BWPM Points Type Area X WPM Points Adjacent 18.0 4.00 72.0 Adjacent Wood 18.0 5.90 106.2 Exterior 20.0 5.10 102.0 Exterior Wood 20.0 7.60 152.0 Base Total: 38.0 174.0 As -Built Total: 38.0 258.2 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points Under Attic 2091.0 0.64 1338.2 Under Attic 19.0 2091.0 0.87 X 1.00 1819.2 Base Total: 2091.0 1338.2 As -Built Total: 2091.0 1819.2 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM Points Slab 173.0(p) 1.9 328.7 Slab -On -Grade Edge Insulation 5.0 173.0(p 2.40 415.2 Raised 460.0 0.20 92.0 Raised Wood, Adjacent 11.0 460.0 1.80 828.0 Base Total: 420.7 1 As -Built Total: 633.0 412.8 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORIA 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS:. , , PERMIT #: BASE AS -BUILT INFILTRATION Area X BWPM = Points Area X WPM Points 2872.0 0.28 -804.2 2872.0 0.28 804.2 Winter Base Points: 7758.4 Winter As -Built Points: 10832.4 Total Winter X System Heating Total X Cap X Duct X System X Credit Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points DM x DSM x AHU) 10832.4 1.000 1.078 x 1.160 x 0.92) 0.414 0.950 4897.7 7758.4 0.6274 4867.6 10832.4 1.00 1.150 0.414 0.950 4897.7 EnergyGaugeT" DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms .Volume Bedrooms Ratio Multiplier 4 2564.00 10256.0 50.0 0.86 4 1.00 2623.63 1.00 10494.5 As -Built Total: 10494.5 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling Points Heating + Hot Water = Total Points Points Points 23683 4868 10256 38807 1 18544 4898 10495 33937 PASS EnergyGaugeT" DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 J Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft. window area; .5 cfm/s .ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilimjs 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 cfrn from conditioned space, tested. Multi -story Houses I 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. RA-99 (1T1I9:R PRFC[_RIPTIVF UPACI IRFC /mloct hn mnt nr nve-nnAnA kwo th11 rna;Ai nr,nc COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or dearly marked circuit breaker electric or cutoff as must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 nallons 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 Se arate read ilaccessible-manual or automatic thermostat foreach system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeTM DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 85.7 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 (112) 7. Glass area & type a. Clear - single pane b. Clear - double pane c. Tint/other SHGC - single pane d. Tint/other SHGC - double pane 8. Floor types a. Slab -On -Grade Edge Insulation b. Raised Wood, Adjacent c. N/A 9. Wall types a. Concrete, Int Insul, Exterior b. Frame, Wood, Exterior c. Frame, Wood, Adjacent d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH: Interior b. N/A New _ 12. Cooling systems Single family _ l a. Central Unit 4 _ b. N/A No _ 2872 ft2 c. N/A 319.0 112 _ 13. Heating systems 0.0 ft2 _ a. Electric Heat Pump 0.0 ft2 _ 0.0 ft2 b. N/A R=5.0, 173.0(p) ft _ c. N/A R=11.0, 460.0112 _ 14. Hot watersystems a. Electric Resistance R=3.0, 876.0 112 _ R=11.0, 785.0 ft2 _ b. N/A R=11.0, 622.0 ft2 _ c. Conservation credits HR-Heat recovery, Solar DHP-Dedicated heat pump) R=19.0, 2091.0 ft2 _ 15. HVAC credits CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, Sup. R=6.0, 320.0 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) 4-in this home before final inspection.. Otherwise, a.new.EPL Display Card will be completed based on installed Code compliant features. Builder Signature: -PC,( In Date: Address of New Home: 073--' GLYDC?NA z J 2. City/FL Zip: SA 1FOfL r-1 3o"--aZ Cap: 60.0 kBtu/hr _ SEER: 12.05 Cap: 60.0 kBtu/hr _ HSPF: 8.25 Cap: 50.0 gallons _ EF: 0.86 SOD -WE PT, NOTE: The home's estimated energyperformance score is only available through the FLARES computerprogram. This is not a Building Energy Rating. Ifyour score is 80 or greater (or 86for a US EPADOE EnergyStarTudesignation), your home may qualify for energy efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec. ucf edufor information and a list ofcertified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. EnergyGauge® (Version: FLRCSB v3.2) RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-3-97 109 COMMERCE STREET, LAKE MARY, FL 32746.6206 Phone: (407) 831-2665 Project• • For: DR HORTON Notes: Weather: Orlando AP, FL, US Winter Design Conditions Outside db 38 OF Inside db .70 OF Design TD 32 OF Heating Summary Building heat loss 40970 Btuh Ventilation air 0 cfm Ventilation air loss 0 Btuh Design heat load 40970 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heating Cooling Area (ft2) 2872 2872 Volume (ft3) 22976 22976 Air changes/hour 0.70 0.40 Equiv. AVF (cfm) 269 153 Heating Equipment Summary Make TRANE Trade Efficiency Heating Input Heating.output Heating temp rise Actual heating fan Heating air flow factor Space thermostat 8.4 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 50 Moisture difference 43 gr/Ib Sensible Cooling Equipment Load Sizing Structure 35571 Btuh Ventilation 1485 Btuh Design temperature swing 3.0 OF Use mfg. data n Rate/swing multiplier 0.98 Total sens. equip. load 36315 Btuh Latent Cooling Equipment Load Sizing Internal gains 1150 Btuh Ventilation 2212 Btuh Infiltration 4526 Btuh Total latent equip. load 7888 Btuh Total equipment load 44203 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 Bold/ltalic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. Wrlg"t50ft RightSuiteResidential T 5.0.64RSR26015 gC C,k E:tFBestdrhortont287912879REVD.rsr 10.0EER40600 Btuh 17400 Btuh 58000 Btuh 1933 cfm 0. 054 cfm/ Btuh 82 % 2002-Feb-28 13: 29: 06 Page 1 RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-3-97 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Procedure A - Winter Infiltration HTM Calculation" 1. Winter infiltration AVF 0.70 ach x 22976 ft3 x 0.0167 = 269 cfm 2. Winter infiltration load 1.1 x269 cfm x 32 °F Winter TD = 9454 Btuh 3. Winter infiltration HTM 9454 Btuh / 355 ft2 Total window = 26.6 Btuh/ft2 and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 22976 ft3 x 0.0167 = 153 cfm 2. Summer infiltration load 1.1 x 153 cfm x 18 °F Summer TD = 3039 Btuh 3. Summer infiltration HTM 3039 Btuh / 355 ft2 Total window = 8.6 Btuh/ft2 and door area Procedure C - Latent Infiltration Gain 0.68 x 43 grAb moist.diff. x 153 cfm = 4526 Btuh vroceaure u - tqulpment sizing Loaas 1. Sensible sizing load Sensible ventilation load 1.1 x 75 cfm vent. x 18 °F Summer TD = 1485 Btuh Sensible load for structure (Line 19) + 35571 Btuh Sum of ventilation and structure loads = 37056 Btuh Rating and temperature swing multiplier x 0.98 Equipment sizing load - sensible = 36315 Btuh 2. Latent sizing load Latent ventilation load 0.68 x 75 cfm vent. x 43 grAb moist.diff. = 2212 Btuh Internal loads = 230 Btuh x 5 people + 1150 Btuh Infiltration load from Procedure C + 4526 Btuh Equipment sizing load - latent = 7888 Btuh Construction Quality is: a No. of Fireplaces is: 0 Boldrtalic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrjghtsoft RightSuite Residential*" 5.0.64 RSR26015 E:1FIIesWrhorfon12879X2879REVD.rsr 2002-Feb-28 13:29:06 Page 1 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-3-97 109 COMMERCE STREET. LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 W S D W G L S S O N A S O O W C W 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/FOY a n nw a c n 0 d 1 1 90 1.0 1.0 5.0 5.0 39.4 32.0 0.0 a n sw a c n 0 d 1 1 90 1.0 1.0 2.0 5.0 47.4 23.0 0.0 a n nw b c n 0 n 1 1 90 1.0 3.5 5.0 7.0 62.4 7.0 0.0 a n nw b c n 0 n 1 1 90 1.0 3.5 1.0 3.0 62.4 9.0 0.0 LAUNDRY RM WIC SITTING RM a n sw a c n 0 d 1 1 90 1.0 1.0 10.0 5.0 47.4 16.0 0.0 MASTER BATH a n se a c n 0 d 1 1 90 1.0 1.0 12.0 5.0 47.4 16.0 0.0 MASTER BEDRM a n se a c n 0 d 1 1 90 1.0 1.0 17.0 5.0 47.4 16.0 0.0 MASTER HALL BATH FAMILY RM b n se a c n 0 d 1 1 90 1.0 1.0 6.0 7.0 47.4 53.0 0.0 KITCHEN a n ne a c n 0 d 1 1 90 1.0 1.0 2.0 3.0 39.4 10.0 0.0 BEDRM 2 a n se b c n 0 d 1 1 90 1.0 1.0 5.0 5.0 47.4 15.0 0.0 UP BATH RM ACTIVITY RM a n nw b c n 0 n 1 1 90 1.0 1.0 7.0 5.0 62.4 30.0 0.0 a n sw b c n 0 n 1 1 90 1.0 1.0 1.0 5.0 76.4 60.0 7.6 C C wnghtSoft Rightsuite Residential^' 5.0.64 RSR26015 2002-Feb-28 13:29:06 E1Files\d t non12879\2879REVD.rsr Page 1 a` n sw b c n 0 d 1 1 a n se b c n 0 d 1 BEDRM 4 1 90 1.0 1.0 1.0 5.0 47.4 15.0 1.9 BEDRM 3 1 90 1.0 1.0 5.0 5.0 47.4 15.0 0.0 Wnght50ft Rigid -Suite ResidenfidT 5.0.64 RSR26015 E:TUes\drtionon%2879X2879REV D.rsr 2002-Feb-28 13:29:06 Page 2 RIGHT-J WORKSHEET0EntireHouse DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 90-3-97 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 MANUAL J: 7tn Ed. 1 Name of mom Entire House LIV/DIN/FOY LAUNDRY RM WIC 2 Length of exposed wall 314.5 ft 61.5 ft 11.0 ft 19.0 ft 3 Room dimensions 20.0 x 21.0 ft 15.0 x 6.0 ft 13.0 x 11.0 ft 4 Ceiings Condit. Option 8.0 ft heat/cool d 8.0 ft heat/cool 8.0 ft heat/cool heattcool TYPE OF CS HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Load (Btuh) EXPOSURE NO. Htg CIg fill Htg Gg ft2) Htg Gg ft) Htg CIg 188 Htg Cig 5 Gross a 14B 4.6 2.1 1028 284 0 Exposed b 12C 2.9 1.9 1000 64 0 walls and c 13C 3.2 1.2 552 144 88 64 partitions d 0.0 0.0 0 0 0 0 e 0.0 0.0 0 0 0 0 f 0.0 0.0 0 0 0 0 6 Windows and a 1C 37.0 264 9757 71 2624 0 0 0 0 glass doors b 8C 37.0 53 1959 0 0 0 0 0 0 Heating c 9C 38.7 0 0 0 0 0 0 0 0 d 0.0 0 0 0 0 0 0 0 0 f 0.0 0 0 0 0'«' 0 0 0 0 7 Windows and North 27.6 9 261 0 0 0 0 0 0 glass doors NE/NW 51.4 88 4525 48 2259 0 0 0 0 Cooling E/W 0.0 0•»• 0 0 0 0 0 0'»• 0 SE/SW 54.3 220 11927 23 1090 0 0 0 0 South 0.0 0 0 0 0 0'»• 0 0 0 Horz 0.0 0 0 0 0 0 0 0 0 8 Other doors a 11 A 18.9 12.7 38 717 484 20 378 255 18 340 229 0 0 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 862 3972 1775 229 1055 472 0 0 0 88 406 181 exposed b 12C 2.9 1.9 849 2445 1650 48 138 93 0 0 0 0 0 0 walls and c 13C 3.2 1.2 534 1682 625 144 454 168 70 221 82 64 202 75 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 1 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 2134 3619 4750 420 712 935 0 0 0 0 0 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 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 228 13.1 0.0 233 3050 0 62 807 0 11 144 0 19 249 0 Note: mom b 19B 1.3 0.0 460 589 0 0 0 0 0 0 0 0 0 0 Perimeter c 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 0 rs displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 1 26.61 8.6 355 9454 30391 91 2424 779 181 479 1541 0 01 0 13 Subtotal loss=6+8..+11+12 37246 8592 1184 856 Less external heating 0 0 0 0 Less transfer 0 0 0 0 14 Dud loss 10 0A 3725 10 OA 859 100/ 118 100/ 86 15 Total loss = 13+14 40970 9451 1302 942 16 Int. gains: People @ 300 5 1500 0 0 0 0 0 0 Appl. @ 1200 2 1800 0 0 1 600 0 0 17 Subtot RSH gain=7+8..+12+16 32337 6052 1065 256 Less external cooling 0 0 0 0 Less transfer 0 0 0 0 18 Duct gain 10 3234 10 605 100/ 107 10° 26 19 Total RSH gain=(17+18)'PLF 1.00 35571 1.00 6657 1.00 1172 1.00 282 20 Air required (cfm) 0 1933 0 362 0 fA 0 15 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. AtLwr7gi 7t50TC Right.Suite Residerdial^ 5.0.64 RSR26015 2002-Feb-28 13:29:06 E:\Filesldrhon n\287912879REVD.rsr Page 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 103-97 109 COMMERCE STREET, LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 MANUAL J: fm La. 1 Name of room SITTING RM MASTER BATH MASTER BEDRM MASTER HALL BATH 2 Length of exposed wall 10.0 ft 11.0 ft 13.0 ft 0.0 ft 3 Room dimensions 10.0 x 10.0 ft 10.0 x 11.0 ft 13.0 x 21.0 ft 6.0 x 5.0 ft 4 Ceiings Condit. Option 8.0 ft heat/cool 8.0 ft heatfcool 8.0 ftheat/cool 8.0 ft heat/000l TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg I Ctg ft2) Htg I Cig ft') Htg I Clg W) Htg I CIg UP) Htg Clg 5 Gross a 148 4.6 2.1 80 88 104 0 Exposed b 12C 2.9 1.9 0 0 0 0 walls and c 13C 3.2 1.2 0 0 0 0 partitions d 0.0 0.0 0 0 0 p e 0.0 0.0 0 0 0 0 f 0.0 0.0 0 0 0 0 6 Windows and a 1C 37.0 16 591 16 591 16 591 0 0 glass doors b 8C 37.0 0 0 0 0 0 0 0 0 Heating c 9C 38.7 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 IF0.0 0 0 0 0 0 0 0 0 7 Windows and North 27.6 0 0 0 0 0 0 0 0 glass doors NE/NW 51.4 0 0 0 0 0 0 0'"' 0 Cooling ENV 0.0 0 0 0 0 0 0 0 0 SE/ SW 54.3 16 758 16 758 16 758 0 0 South 0.0 0 0 0 0 0 0 0 0 Horz 0.0 01 0 0 0 0 0 0 0 8 Other doors a 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 64 295 132 72 332 148 88 406 181 0 0 0 exposed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 0 walls and c 13C 3.2 1.2 0 0 0 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 1 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 160 1.7 2.2 0 0 0 0 0 0 0 0 0 0 0 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 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 228 13.1 0.0 10 131 0 11 144 0 13 171 0 0 0 0 Note: room b 19B 1.3 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 0 isdispl. 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 0.01 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 1 26.6 8.6 161 426 1371 16 426 137 16 426 1371 0 01 0 13 Subtotal loss=6+8..+11+12 1444 1494 1594 0 Less external heating 0 0 0 0 Lesstransferp00014Dudloss10% 144 1010y 149 1 OOA 159 100A 0 15Totalloss = 13+14 1588 1643 1753 0 16 Int. gains: People Q 300 0 0 0 0 1 300 0 0 Appl. Q 1200 0 0 0 0 0 0 0 0 17 Subtot RSH gain=7+8..+12+16 1027 1(w 1377 0 Less external coding 0 0 0 0 Lesstransfer000018 Dud gain 10 OA103 10°/ 104 10° 138 10°/ 0 19TotalRSHgain=(17+18)•PLF 1.00 1130 1.00 1148 1.00 1514 1.00 0 20Airrequired (dm) 0 61 0 62 0 82 0 0 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr- gi-ftsoft Right -suite Residential"' 5.0.64 RSR26015 2002-Feb-28 13:29:06 E: tFdes%drhonon12879 2879REVD.rsr Page 2 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 10-3-97 109 COMMERCE STREET. LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 MANUAL J: /tn td. 1 Name of room FAMILY RM KITCHEN BEORM 2 UP BATH RM 2 Length of exposed wall 36.0 ft 12.0 ft 28.0 ft 11.0 ft 3 Room dimensions 17.0 x 19.0 ft 12.0 x 17.0 ft 16.0 x 12.0 ft 11.0 x 13.0 ft 4 Ceiings Condit Option 8.0 ft heatJcool 8.0 fti heattcool 8.0 ft heat/cool 8.0 ft heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Stuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg I Clg ft') Htg I Clg W) Htg I Clg ft') Htg Gg ft) Htg Gg 5 Gros a 148 4.6 2.1 288 96 0 0 Exposed b 12C 2.9 1.9 64 0 0 wails and c 13C 3.2 1.2 0 0 128 88 partitions d 0.0 0.0 0 0 0 0 e 0.0 0.0 0 0 0 0 f 0.0 0.0 0 0 0 0 6 Windows and a 1C 37.0 0 0 10 370 15 554 0 0 glass doors b 8C 37.0 53 1959 0 0 0 0 0 0 Heating c 9C 38.7 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 7 Windows and North 27.6 0 0 0 0 0 0 0- 0 glass doors NE/NW 51.4 0 0 10 394 0 0 0 0 ENVE 0.0 0 0 0 0 0 0 0 0 SE/SW 54.3 53 2512 0 0 15 711 0 0 South 0.0 0 0 0 0 0 0 0 0 Horz 0.0 0 0 0 0 0 0 0 0 8 Other doors a 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 235 1083 484 86 396 177 0 0 0 0 0 0 exposed b 12C 2.9 1.9 64 184 124 0 0 0 81 233 157 0 0 0 walls and c 13C 3.2 1.2 0 0 0 0 0 0 128 403 150 88 277 103 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 2.2 323 548 719 204 346 454 192 326 427 143 243 318 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 22B 13.1 0.0 36 472 0 12 157 0 0 0 0 0 0 0 Note: room b 19B 1.3 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 0Isdispl. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 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 26.6 8.6 53 1411 454 10 266 86 151 399 928 0 01 0 13 Subtotal loss=6+8..+11+12 5658 1536 1916 520 Less external heating 0 0 0 0 Less transfer 0 0 0 014Ductloss1056610 % 154 10% 192 10 ° 52 15 Total loss = 13+14 6223 1689 2108 572 16 Int. gains: People Q 300 4 1200 0 0 0 0 0 0 Appl. Q 1200 0 0 1 1200 0 0 0- 017SubtotRSHgain=7+8..+12+16 5493 2311 1574 421 Less external cooling 0 0 0 0 Less transfer 0 0 0 0 18 Dud gain 10°/ 549 100 231 109A 157 10° 4219TotalRSHgain=(17+18)'PLF 1.00 6043 1.00 2542 1.00 1731 1.00 463 20 Air required (dm) 0 328 0 138 01 94 1 01 25 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. 1 wrrrghtsOfC RightSufte Residential*' 5.0.64 RSR26015 E:IFitesW &Kuton\2879\2879 REVD. mr 2002-Feb-28 13:29:06 Page 3 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 2879 MODEL REVISED 90-3-97 109 COMMERCE STREET, LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 MANUAL J: 7th La. 1 Name of room ACTIVITY RM BEDRM 4 BEORM 3 2 Length of exposed wall 59.0 ft 15.0 It 28.0 It 3 Room dimensions 25.5 x 20.0 It 15.0 x 10.0 It 16.0 x 12.0 It 4 Ceiings Condit. Option 8.0 It heat/cool 8.0 fillheat/cool 8.0 It heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area EXPOSURE NO. Htg I Clg ft) Htg Clg ftl) Htg Clg ft) Htg I Cig Htg Clg 5 Gross a 14B 4.6 2.1 0 0 0 Exposed b 12C 2.9 1.9 432 120 224 walls and c 13C 3.2 1.2 40 0 0 partitions d 0.0 0.0 0 0 0 e 0.0 0.0 0 0 0 f 0.0 0.0 0 6 0 6 Windows and a 1C 37.0 90 3326 15 554 15 554 glass doors b 8C 37.0 0 0 0 0 0 0 Heating c 9C 38.7 0 0 0 0 0 0 d 0.0 0 0- 0 0 0 e 0.0 0 0 0 0 0 0 7 Windows and North 27.6 8 222 2 39 0 0 glass doors NE/NW 51.4 30 1872 0 0 0 0 Cooling E/W 0.0 0 0 0 0 0 0 SE/SW 54.3 52 4006 13 621 15 711 South 0.0 0 0 0 0 0 0 Horz 0.0 0 0 0 0 0 0 8 Other doors a 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 b 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 0 0 0 0 0 0 0 0 0 exposed b 12C 2.9 1.9 342 985 665 105 302 204 209 602 406 walls and c 13C 3.2 1.2 40 126 47 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 510 865 1135 150 254 334 192 326 427 b 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 01 0 0 0 0 0 11 Floors a 22B 13.1 0.0 59 774 0 0 0 0 0 0 0 Note: room b 19B 1.3 0.0 460 589 0 0 0 0 0 0 0 perimeter c 19G 1.1 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 for slab a 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 12 Infiltration a 26.6 8.6 90 23971. 770 15 399 128 15 399 128 13 Subtotalloss=6+8..+11+12 9062 1511 1881 Less external heating 0 0 0 Less transfer 0 0 0 14 Duct loss 106A 9Mi 10 OA 151 10 OA 188 OA«« 15 Total loss = 13+14 9968 1662 2070 16 Int. gains: People ® 300 0 0 0 0 0 0 Appl. ® 1200 0- 0 0 0 0 0 17 Subtot RSH gain=7+8..+12+16 8718 1326 1673 Less external cooling 0 0 0 Less transfer 0 0 0 18 Dud gain 10 OA 872 10 OA 133 100 167 19 Total RSH gain=(17+18)-PLF 1.00 9590 1.00 1459 1.00 1840 20 Air required (dm) 0 521 0 79 0 100 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. C wr gl-tsoR RigtrtSuite Residential" 5.0.64 RSR26015 2002-Feb-28 13:29:06 E:1FUestdrhortonN287912879REVD.rsr Page 4 Y bath duct to roof cap ion Must haw a rinh.un clearance of / Inches around the otr hondtar Mr the State Erwrgy code. All duct has an r=6 tnsubtbn value. e t 1 1 bath duct Gp f— ZI"'I-m t-P O UJQ' w— A/C SLAB o 0 R MIN I WALL Act pv z O O O 2 ON 1- cu 2 03 \ O ACU 00m Rating zO i w > z o z o F Q D J O Q EC MiTeke February 17, 2003 MiTek Industries Inc. 16472 Segovia Circle North Pembroke Pines, FL 33331-4627 USA Fax (954) 680 4395 The truss drawings referenced below, have been prepared under my direct supervision based on the parameters provided by Accu-Span Truss Company using MiTek 20/20 software. Pages or sheets covered by this seal : I4421339 thru 14421366. Total : 28 drawings. Job :DR2879D oti (3 Builder D.R. HORTON Location :BAKERS CROSSING, LOT County : S EM INO LE 36 Truss Engineer :Junaidie Budiman, PE # 45161. Address :16472 Segovia Circle North Pembroke Pines, FL 33331-4627. This serves as the cover sheet in conformance to Chapter 61G15-31 Section 003 of the Florida Board of Professional Regulation. This package include: 1) 28 Truss drawing. 2) Truss Index. February 17, 2003 The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility ofbuilding designer, per ANSI/TPI 1-1995 Sec.2. TRUSS INDEX OF JOB DR2879D c Trusses included=28 0,"\DR2879D\a.tre" 14421339 1,"\DR2879D\a11.tre" 14421340 2,"\DR2879D\a7.tre" 14421341 3,"\0R2879D\a9.fre" 14421342 4,"\DR2879D\agab.tre" 14421343 5,"\DR2879D\bl Are" 1 4421344 6,"\DR2879D\bgab.tre" 14421345 7,"\DR2879D\bgab2Are" 14421346 8,"\DR2879D\c.tre" 14421347 9,"\DR2879D\cgabAre" 14421348 10,"\DR2879D\d.tre" 14421349 11,"\DR2879D\dgabAre" 14421350 12,"\DR2879D\dgab2Are" 14421351 13,"\DR2879D\eAre" 14421352 14,"\DR2879D\e1.tre" 14421353 15,"\DR2879D\fl9.tre" 14421354 16,'1DR2879D\f22.tre" 14421355 17,"\DR2879D\f22a.tre" 14421356 18,"\DR2879D\f23Are" 14421357 19,"\DR2879D\fgAre" 14421358 20,"\DR2879D\j.fre" 14421359 21,"\DR2879D\k.tre" 14421360 22,"\DR2879D\k1.tre" 14421361 23,"\DR2879D\I.tre" 14421362 24,"\DR2879D\11.tre" 14421363 25,"\DR2879D\rnAre" 14421364 26,"\DR2879D\m1.tre" 14421365 27,"\DR2879D\s.fre" 14421366 1 4421367 t-ptE u4 k No. 45161 SITATE OF January 27, 2003 AWARMNG - VerVy design parameters and READ !VOTES ON THIS AND REVERSE SIDE BEFORE USE. Des n 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 tesponslblilty of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stablUty during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the iesponsibUlty of the building designer. For general guidance regarding fobrlcation, quoUty control storage, delivery, erection and bracing, consu8 OST•88 Quality Standard, DSI.89 Bracing Specification, and HIB•91 Handling Installing and Bracing Recommendation available from Truss Flute institute, 583 D'Ononb Drive, Madison, Wl53719. sent M10 MiTeks Symbols PLATE LOCATION AND ORIENTATION 13/1 *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. A„ T o a: 0 For 4 x 2 orientation, locate plates 1 /8" from outside edge of aotrussandverticalweb. 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 MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTeke N 0' 0 FORM016,019 HYDRO -AIR 0 AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane i at joint locations. a 4. Unless otherwise noted, locate chord splices o at /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. MM 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. Truss Truss Type City Ply HORTON 14421339 879DiCIJPAN-TH, A ROOF TRUSS 19 1 o flonal LONGWOOD. FL, MTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:21 2003 Page 1 6-0-12 11-7-0 17-1.4 23-2-0 1-0-0 6.0-12 5.6.4 5-6 4 6-0.12 SWIe • 1:39.0 4,4 = 4 6.00 rl2 2x4 \\ 2.4 3 5 2 9 1 a 3:r, = 9 3.4 = awe = 54 _ 7-10.13 15-3-3 23.2-0 7-10-13 7-4-5 7-10-13 to Offsets MY): 7:03-003-0 ADING ( psf) SPACING 2-M CSI DEFL in (loc) Vdefl PLATES GRIP LL 30.0 Plates Increase 1.33 TC 0.58 Vert(LL) 0.08 8 >999 M1120 249/190 DL 7.0 Lumber Increase 1.33 BC 0.47 Vert(TL) -0.18 7-8 >999 LL 0.0 Rep Stress Incr YES WB 0.32 Horz(TL) 0.04 6 n/a DL 10.0 Code FBC2001 1st LC LL Min I/defl = 480 Weight: 105 lb MBER BRACING P CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-7-0 oc puffins. T CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-9-5 oc bracing. BS 2 X 4 SYP No.3 CTIONS ( lb/size) 6=1078/0-1-8, 2=1169/0-4-0 Max Horz 2= 1 97(load case 4) Max Uplift6=-605(load case 5). 2=-699(load case 4) CES ( lb) - First Load Case Only CHORD 1-2=17, 2-3=-1700, 3-4=-1475, 4-5=-1485, 5-6=-1713 CHORD 2-8=1507, 7.8=1037, 6-7=1525 BS 3-8=-351, 4-8=529, 4-7=546, 5-7=-367 TES ( 5) nbalanced roof live loads have been considered for thisdesign. ind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category It; exposure B; partially,MWFRS gable nd zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. rovide mechanical connection (by others) of truss to bearing plate at joint(s) 6. rovide mechanical connection (by others) of truss to bearing plate capable of withstanding 605 lb uplift at joint 6 and 699 lb uplift at joint russ Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. C 13 kD CASE(S) StandardI/7L! No. 4.5161 Y r MATEOFass` 0 R cooo vaL A WA&%MV0 - VerW deslyn parameters and READ NOTES ONTMS MM REVERSE SWE BEVORE USE. Design voila for use only with Wait connectors. this design Is based only upon parameters shown, and Is for on Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility, of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction If the responsibility of the etector. 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, consull CST -BB Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installing and Bracing RecommerWallon available from Truss Mote Institute, SO D'Onofrb Drive, Madison, WI 53719. M iTek® Symbols PLATE LOCATION AND ORIENTATION 12/1 *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 Q 0 For 4 x 2 orientation, locate X plates 1/8" from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required 40010 continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. FORM016.019 Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA HUD/FHA ICBO SBCCI WISC/DILHR 86-93, 85-75, 91-28 TCB 17.08 1591, 1329, 4922 87206, 86217, 9190 870040-N, 930013-N, 910080-N 19! 0 MiTeke Z&L'o RD,4/R AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and In all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job Truss Truss Type Oty Ply HORTON 14421340 DR2879D All ROOF TRUSS 1 1 o tional ACt-USPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:22 2003 Page 1 1-0-0 5-9-4 it-" 12-2-0 17-4-12 23-2-0 1-041 5.9.4 5-2-12 1.2-0 5.2-12 5-9-4 Scare • 1:40.1 4, _ 44 = 4 5 e.00 52 Ua >>vr a 7 e a 2 C3Ia 34 = 11 10 9 e US _ 2.4 II 3.4 = 5rm = 2x4 11 5-9-4 11.0-0 12.2-0 17-4-12 23-2-0 5.9-4 5.2.12 1-2-0 52-12 5.9-4 Plate Offsets Y : 9:0-3-003-0 LOADING ( psf) SPACING 2-M CSI DEFL in (loc) Udefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.45 Vert(LL) 0.09 10-11 >999 MII20 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.42 Vert(TL) -0.12 10-11 >999 BCLL 0.0 Rep Stress Incr YES WB 0.41 Horz(TL) 0.05 7 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Udefl = 480 Weight: 116 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-5-13 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-7-13 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS ( lb/size} 7=1071/0- , 2=1167/04-0 Max Horz2=189(load case 4) Max Uplift7=-595(load case 5), 2=-694(load case 4) FORCES ( lb) - First Load Case Only TOP CHORD 1-2=34, 2-3=-1919, 3.4=-1341, 4-5=-1124, 5-6=-1342, 6-7=-1933 BOT CHORD 2-11=1624, 10-11=1624, 9-10=1124, 8-9=1638, 7-8=1638 WEBS 3-11=132, 3-10=579, 4-10=336, 5-9=340, 6-9=595, 6-8=141 NOTES ( 5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially,MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 595 lb uplift at joint 7 and 694 lb uplift at joint 2. 5) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. iC pr G [7tJ.. LOAD CASE(S) Standard No. 4.5161 STATE OF , s w tt` sS` O R ANAL AWARNING - Verif k design parrameten and READ NOTES ON Tffi8 AND REVERSE SME BEFORE USE- Design valid for use only with MITek connectors. Thb design Is based only upon parameters shown, and Is for an Individual buBdklg component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responslbillty of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. AddBbnal temporary bracing to Insure stability during construction b the responsibility of the erector. Additional permanent brbdng of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, election and bracing, consult OST-66 Quality Standard, DSS-64 Bracing Specification, and NIB-91 Handllna Installlnq and Bracing Recommendatlon ava9able from Truss Plate institute, 593 D'Onohlo Drive, Madison, WI53719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t3/4 * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachc2w other. o Q WEBS JS 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o Q O_ joint and embed fully. Avoid knots and wane at joint locations. from outside edge oflattrussadtrussandverticalweb. 0 a o 4. Unless otherwise noted, locate chordsplices at I14 length(+ 6" from ceC, C panel adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7. Camber is a non-structural consideration and MRek/ Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility 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. 4 4 The first dimension is the width 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, 401unlessotherwisenoted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/ DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised In handling, PANEL erection and installation of trusses. 1993 Mitek Holdings, Inc. ' CLIP FORM018. 019 o -waL ® HMRO,AZR0, Job Truss Truss Type Oty Ply HORTON 14421341 DR2879D A7 ROOF TRUSS 1 1 optional) ACCU-SPAN-TH, LONGWOOD, FL, MTek Industries Inc. 5.000 s Jul 23 2002 MTek Industries, Inc. Mon Jan 27 15:40:22 2003 Page 1 3-9-4 i 7-0-0 i 11-7.0 i 16-2-0 19-4-12 i 23-2-0 i 1-0-0 3-9-4 3-2-12 4-7-0 4-7-0 3-2-12 3-9-4 Scale . 1:40.0 B 3m II Sill = 4 s e e.W F12 20 N4 4 3 d B 2 1 la 3xs = 11 10 9 US 7-0-0 11-7-0 16-2-0 23-2-0 7.0.0 4-7-0 4-7-0 7-0.0 Plate Offsets X Y 2:0-8-00-08 4:0-1-12 0-2-12 6:0-1-12 0-2-12 8:0-8-0O- 6 10:0-4-003-0 LOADING(psf) SPACING 2-" CSI DEFL in (loc) Vdefl PLATES GRIP TCLL 30. 0 Plates Increase 1.33 TC 0.80 Vert(LL) 0.25 10 >999 MII20 249/190 TCDL 7. 0 Lumber Increase 1.33 BC 0.92 Vert(TL) -0.28 10-11 >992 BCLL 0. 0 Rep Stress Incr NO WB 0.34 Horz(TL) 0.11 8 n/a BCDL 10. 0 Code FBC2001 1st LC LL Min I/defl = 480 Weight: 121 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D 'Except* TOP CHORD Sheathed or 3-1.6 oc puriins. 4-6 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 3-9-2 oc bracing. BOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 REACTIONS (lb/ size) 8=2140/0-4-0, 2=2231/04-0 Max Horz 2=135(load case 4) Max Uplift8=- 1472(load case 5), 2=-1568(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 23=-4117, 3-4=3944, 4-5=-4197, 5-6=-4197, 6-7=-3944, 7-8=-4117 BOT CHORD 2-11=3630, 10-11=3575, 9-10=3575, 8-9=3630 WEBS 3- 11=-100, 4-11=812, 4-10=784, 5-10=-767, 6-10=784, 6-9=812, 7-9=-100 NOTES (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=S.Opsf; occupancy category 11; exposure B; partially,MW FRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1472 lb uplift at joint 8 and 1568 lb uplift at joint 2. 5) Girder carries hip end with 7-" end setback ` 1 13 6) Special hanger(s) or connection(s) required to support concentrated load(s) 603.21b down and 528.01b up at 16-2-0, and 603.21b down .••,S..... and 528.01b up at 7-" on bottom chord. Design for unspecified connection(s) is delegated to the building designer. '`Q C.q •, -7A_ 7) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE( S) Standard No. 4. 5161 1) Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads ( plo -a y1C t Vert: 1-4=-74.0, 4-6=-154.2, 68=-74.0, 2-11=-20.0, 9-11=41.7, 8-9=-20.0 '. 'STATE Concentrated Loads (lb) OF v 0 Vert: 11 =- 603.2 9=-603.2 "o ss-'oa oa ANAL WARMNO - Ver{ f y designpamui tem and READ NOTES ON TMS AND REVERSE SME BEFORE USE. Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an tndNWucl building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the respondblllty at the erector. Additional permanent bAecing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consull OST-88 Quality Standard, OSI.89 Irocing Speclfloatlon, and NIB-91 Handling Installing and Irocing Recommendatlon available from Truss Plate Institute, 593 D'Onofrb 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 Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 73 2. Cut members to bear tightly against eachc2 other. o WEBS 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o joint and embed fully. Avoid knots and wane plates from outside edge of4. IJ5ccoatjointlocations. truss and vertical web. d a Unless otherwise noted, locate chords lices at 14 length(+ 6" from Pce7, Co 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 of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, 0 PANEL T~ erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIR FORM018,019 MANG-NNL ® HMRO,AIR®, Job . Truss Truss Type City Ply HORTON 14421342 DR2879D A9 ROOF TRUSS 1 1 optional) ACCUSPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:22 2003 Page 1 4-9-4 9-0-0 I 14-2-0 1 18-4-12 I 23-2-0 1-0-0 4-9-4 4-2-12 5-2-0 4-2-12 4-9.4 Scale • 1:40.1 4d = 4,e = 4 5 0.00 12 2.4 2.4 4 7 5 2 yyId81 am= a e_ x4 = see = 9-0-0 14-2-0 23-2-0 9-0-0 S2-0 9-0-0 Plate Offsets X Y : 8:0-3-00-3-0 LOADING ( psf) SPACING 2-M CSI DEFL in (loc) Udefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.41 Verl(LL), -0.24 7-8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.51 Verl(TL) -0.38 7-8 >723 BCLL 0.0 Rep Stress Incr YES W B0.20 Horz(TL) 0.05 7 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Well = 480 Weight: 101 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-5-7 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-8-0oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS ( lb/size) 7=1071/0-4-0, 2=1167/04-0 Max Horz 2= 1 63(load case 4) Max Uplift7=570(load case 5), 2=-670(load case 4) FORCES ( lb) - First Load Case Only TOP CHORD 1-2=34, 23=-1880, 3-4=-1545, 4-5=-1328, 5-6=-1547, 6-7=-1893 BOT CHORD 2-9=1621, 8-9=1328, 7-8=1637 WEBS 3-9=-341, 4-9=299, 5-8=310.6-8=360 NOTES ( 5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially,MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 570 lb uplift at joint 7 and 670 lb uplift at joint 2. 5) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. VE pr LOAD CASE(S) Standard G`[ l7CLJ. Y Y No. 4.5161 STATE OF L S OR10a' ANAL A WARMO - Der{& dte(yn parameters and R&W NOTES ON TMS AND REVERM SWE BEFORE UM. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for on individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsiblity of building designer - not true designer. Bracing shown is for Weral 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 responsibmty of the building designer. For general guidance regarding fabrication, quality conho6 storage, delivery, erection and txcctng, consun CST-88 Quality Standard, DSB-89 Bracing Speclficatlon, and HIB-91 Handling Installing and Bracing Rocommendatkm available from Truss Plate institute, S83 D'Onofrio Drlve, Madison, Wl53719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13i. * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachc: a other. o a:3. WEBS JS Place plates on each face of truss at each For 4 x 2 orientation, locate 0 U Q joint and embed fully. Avoid knots and wane from outside edge ofplattruss a o_ at joint locations. truss and vertical web. a d a o 4. Unless otherwise noted, locate chordsplices at I/4 length(+ 6" from caC, 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 MiTek/ Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, 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, 40O unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/ DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, PM PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. ' CLIR FORM018. 019 oANn, -wu ® MYDilD1A/R ®, Job Truss Truss Type Qty Ply HORTON 14421343 DR2879D AGAB ROOF TRUSS 1 1 o tional ACLU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:23 2003 Page 1 1'" 6-0.12 tt-7-0 1 17-1-4 l 23-2-01I 1-0-0 6-0-12 5.8.4 5-6.4 6-0-12 Scab • 1:39.6 48 = 6.00 12 3 e e 2 C3fa 3..4 = 3.4 = 3x4 7-10-13 15.3-3 23.2-0 7-10.13 7-45 7-10-13 Plate Offsets Y : 4:0-2-0 0- 8 7:030 0-3-022:0- 0 0-M LOADING ( psf) SPACING 2-0-0CSI DEFL in (loc) t1defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.58 Vert(LL) 0.08 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.47 Vert(fL) -0.18 7-8 >999 BCLL 0.0 Rep Stress Incr YES WB 0.32 Horz(TL) 0.04 6 n/a BCDL 10.0 Code FBC2001 1st LC LL Min Vdefl = 480 Weight: 148 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-7-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-95 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS ( lb/size) 6=1078/0-1-8, 2=1169/0-4-0 Max Horz 2=197(load case 4) Max Uplift6=-605(load case 5} 2=-699(load case 4) FORCES ( lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-1700, 3-4=-1475, 45=-1485, 5-0=-1713 BOT CHORD 2-8=1507, 7-8=1037, 6-7=1525 WEBS 3-8=-351, 4-8=529, 4-7=546, 5-7=-067 NOTES ( 8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially,MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" 4) All plates are 2x4 M1120 unless otherwise indicated. 5) Gable studs spaced at 2-" oc. 9 G B f 48) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. y,.......... .. , F 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 605 lb uplift at joint 6 and 699 lb uplift at joint ' Q C.9 2. G ': 8) Truss Engineer. Junaidie Budiman, PEt145161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. No. 4.5161 LOADCASE(S) Standard STATE OF o R klo. OVAL 0 W. PJMG - VerM design parameters and 1UMD NOMS ON TMS AND RE VlSRW BIDE BZMJM I =. Design vaBd for use only with MITek connectors. This design is based only upon parameters shown, and is fa an bdMdual building component to be tnsta0ed and loaded vertically. AppUcobWty of design parameters and proper Incorporation of component is responsibilty of bulidirg designer - not truss designer. Bracing shown is for lateral support of individual web members only. Addtlbnal temporary bracing to insure dabmty during construction is the responslbi0ty of the erector. Additional permanent 01c4g of the overall) structure is the responslbWty of the building designer. For genetal guidance regarding fabrication, quality conhol, stotoge, de0very, erection and btactng, consull CST -Bp Quality Standard, OSS•59 Bracing Specilleation, and HIS-91 Handling Installing and Bracing Recommordio ation availablefromTrussPlateInstltute, 3W D'OreohDrive, Madison, WI53719. MiTek® Symbols PLATE LOCATION AND ORIENTATION rl- Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. A„ 'All o 0 For 4 x 2 orientation, locate plates/a" from outside edge of aotrussandverticalweb. 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 MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40,10 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur, MiTek® 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 /4 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. PANEL T~ CLIR . 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,AZR®, Job Truss Truss Type Oty Ply HORTON 14421344 R2879D 131 MONO SCISSOR 25 1 optional) ACGUSPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:42:50 2003 Page 1 1-0-0 5 9 12 11-2-2 16.10-0 1-0.0 5.9.12 5-4.6 57-14 Scab • 1:4e.3 3x4 = g US s f 6.00 12 2x4 11 4 7 2x4 11 a US ; 3.00 12 aqq 2 B d1 J 3x4 5.9.12 1 11-2-2 1 16.10-0 16-11-12 5-9-12 5.4-6 57.14 0.1-12 Plate Offsets KY): 3:0-3-0 0-3-05:0-3-3 Ede 5:0-2-15 0-1-12 9:0-3-0 0-3.0 LOADING( psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.59 Vert(LL) 0.13 9 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.39 Vert(fL) -0.14 8-9 >999 BCLL 0.0 Rep Stress Incr YES WB 0.81 Horz(TL) -0.03 5 n/a BCDL 10.0 Code FBC2001 1st LC LL Min Vdefl = 480 Weight: 89 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-0-6 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-1-14 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5-8 REACTIONS ( lb/size) 5=873/0-3-8.2=872/0-8-0Max Horz 2=726(load case 4) Max Uplift5=-707(load case 4), 2=-424(load case 4) FORCES ( lb) - First Load Case Only TOP CHORD 1-2=15, 2-3=-1924, 3-4=-1048, 4-5=-1048, 5-6=-23, 5-7=55 BOT CHORD 2-9=1737, 8-9=1734, 7-8=-0 WEBS 3-9=109, 3-8=-747, 4-8=-399, 5 8=1355 NOTES ( 6) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=S.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) Bearing at joint(s) 2 considers parallel to grain value using ANSIfrPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 707 lb uplift at joint 5 and 424 lb uplift at joint 2. 4) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 5. iC p 5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. `D G 13 4 6) Truss Engineer. Junaidie Budiman, PEN45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. _ .• • "'•• .,'+i via, LOAD CASE(S) Standard'•G`Q i t No. 4.5161 i MATENay: A WARM0 - Ver yk a..tgn parameter. and READ NOr1SS ON THIS AND RRT/LRSE Surds Br"PE USE. Design valid for use only with MRek connectors. This design Is based only upon parameters shown, and b for an Individual building component to be installed and loaded vertically. Applicability of design parameters and proper Incorporation of component b responsibility of bundling designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stabmty during construction Is the responsibility of the erector. Addillonal permanent brDcing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult QST-88 Quality Standard, OSI.89 Braeing SpeeMleatlon, and NIB-91 Handling Insa Recommendation available and BrocingRecommendatiavailablefromTrussPlate Instttlo ute, 593 D'OnohDrive, Madison, Wl5371 V. MiTek® Symbols PLATE LOCATION AND ORIENTATION 13/' *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. A„ T 0 Q O For 4 x 2 orientation, locate plates/a" from outside edge of CL 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 MtTek/Gang-Nall Joint/Plate Placement Chart. FARTHESTTO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required oe" continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. Mi! MiTek® 4ta.® FORM019.019 HMRO,AZR®. AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane i at joint locations. a 4. Unless otherwise noted, locate chord splices o at'/4 panel length(* 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. PANEL T~ CLIR 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is fo camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. - Job Truss Truss Type Oty Ply HORTON 14421345 DR2879D BGAB MONO SCISSOR 1 1 optional) AC U-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries. Inc. Mon Jan 27 15:43:19 2003 Page 1 l-"l 5.9-12 I 11-2-2 I 16.10-0 Ii 1-" 5-9-12 5-4-6 5-7-14 Stab • 1:49.3 30 = e Sx8 i 5 l 2.411 I 8.00 12 20 II 20 11 2x4 II 4 2x4 II II II US i 2x4 11 ] 7 c4 II 2.411 2x4 11 II 2.4 2.411 8 x8 2x4 II 2x4 II 3.00 12 1 2 92.411 5 ; 3.4 I 5.9-12 11-2-2 I 16-10-0 16-11-10 5-9-12 5-4.6 5-7.14 o-1-10 Plate Offsets Y : 3:0-3-0 0-3-05:0-3-3 Ed a 5:0-2-12 0-1-13 9:0-3-00-3-0 LOADING (psf) SPACING 2-" CSI DEFL in (loc) Vdefl PLATES GRIP TCLL 30. 0 Plates Increase 1.33 TC 0.59 Vert(LL). 0.13 9 >999 MII20 249/190 TCDL 7. 0 Lumber Increase 1.33 BC 0.39 Vert(TL) -0.14 8-9 >999 BCLL 0. 0 Rep Stress Incr YES WB 0.81 Horz(TL) -0.03 5 n/a - BCDL 10. 0 Code FBC2001 1st LC LL Min Vdefi = 480 Weight: 107 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-3-6 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-1-14 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5-8 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/ size) 5=873/038, 2=87210-8-0 Max Horz 2=726(load case 4) Max Uplift5=- 707(load case 4), 2=-424(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=15, 23=-1924, 3-4=-1048, 45=-1048, 5-0=-23, 5-7=55 BOT CHORD 2-9=1737, 8-9=1734, 7-8=-0 WEBS 3- 9=109, 3-8=-747, 4-8=399, 5-8=1355 NOTES (8) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially,MWFRS gableend zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" 3) Gable studs spaced at 2-" oc. 4) Bearing at joint(s) 2 considers parallel to grain value using ANSVTPI 1-1995 angle to grain formula. Building designer should verify ` G ;C 13 capacity ofbearingsurface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 707 lb uplift at joint 5 and 424 lb uplift at joint e•• / 2. Q 4T °•. ', 6) Beveledplateorshimrequiredtoprovidefullbearingsurfacewithtrusschordatjoint(s) 5. 7) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed O.SOOin. ik 8) TrussEngineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. >Ar ; P10 4.5161 LOAD CASE( S) Standard •'a ! 'I)f ' Y 0 • ; STATE OF r s..to goa' ANAL A WARMNO - Very design paRnsetets and READ MOMS ON 7WS AND REVERSE SIDE BEFORE USE. Design valid for use only with Mfiek connectors. Thb design b based only upon parameters sttown, and Is for an Individual building component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component b responsibility of buiding designer - not truss designer. Bracing shown It lot lateral support of individual web members only. Additbnal temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent brbcing of the overall structure Is the responsibNty of the building designer. For general guidance regarding fabrication, quality control, stooge, delivery, erection and bracing, consull OST-88 Quality Standard, DSB-89 Bracing Specification, and MIS-91 Handtr Handling Installlnp andBracingRecommendationavailablefromDunRateInstitute, 593 D'Onoftb Drive, Modbon, WI53719. MiTek® Symbols PLATE LOCATION AND ORIENTATION 13/. *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 8„ T 0 0 For 4 x 2 orientation, locate plates/a" from outside edge of otrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS Jt J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MRek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 91008U-N BEARING Indicates location of joints at which bearings (supports) occur. FORM018,019 MiTeko Z6_L-.0 NMRO,A/R General 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 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 CLIe 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job Truss Truss Type City Ply HORTON 14421346 DR2879D BGAB2 ROOF TRUSS 1 1 optional) ACCUSPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:23 2003 Page 1 1-0-0I 510-8 I 11-2.8 I 16-10-0 r 1-0-0 510-8 5.4-0 5-7-8 W II Scab: 1/4'-V tt 2X4 II t0 2.4 11 9.00 12 3A 9 e 2.411 7 2x4 \ 2.411 411 21 2x4 II e 8 24 20 3 11 3 20 II II 2 1 3M = 19 18 17 16 Is 14 13 1 20 II 2a4 II 2u4 It N4 = 2.411 20 II SA = 34 _ 8.8-8 16-1D-0 8-6-8 8-3.8 Plate Offsets X Y : 3:03-00-3-013:0-3-003-0 LOADING (psf) SPACING 2-" CSI DEFL in (loc) Udefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TIC 0.31 Vert(LL) 0.07 18-19 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.32 Vert(TL) -0.07 13-14 >999 BCLL 0.0 Rep Stress Incr NO WB 0.33 HOrz(TL) -0.02 12 Na BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Udefl = 480 Weight: 134 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.213 TOP CHORD Sheathed or 5-9-15 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-7-9 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 11-12, 8-12 OTHERS 2 X 4 SYP No.3 JOINTS 1 Brace at Jt(s): 22, 23 REACTIONS (lb/size) 12=764/0-1-8, 2=877/0-8-0 Max Harz2= 708(loadcase 4) Max Upliftl2=-664( load case 4), 2=-042(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1- 2=35, 23=-1210, 3-4=-1136. 4-5=-1034, 5-6=-872, 6-7=-827. 7-8=-795, 8-9=-111, 9-10=38, 10-11=41, 11-12=-124 BOT CHORD 2- 19=992, 18-19=990, 17-18=990, 16-17=990, 15-16=526, 14-15=526, 13-14=526, 12-13=526 WEBS 5-24= 383, 16-24=-417, 16-23=354, 22-23=424. 8-22=542, 8-21=-736, 20-21=-722, 12-20=-737, 10-20=-94, 13-20=-72, 9-21=27. 14-21=7, 15-22=129, 7-23=-75, 6-24=6, 17-24=53, 4-18=90, 3-19=-56 NOTES (5) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially,MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 12. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 664 lb uplift at joint 12 and 442 lb uplift at joint pp 2. Ir 1L74) Beveled plateorshimrequiredtoprovidefullbearingsurfacewithtrusschordatjoint(s) 12. 5) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. ...LF LOAD CASE(S) Standard to t No. 4.5161 STATE OF `V OR ANAL WARNWO - Verljfjy design parameters and READ NOTES ON THIS AND REVERSE SME BEFORE USE. Design valid for use only with MITek connectors. This design is based only upon parameters shown, and Is lot an Individual building component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding tabrbatlon, quality control, storage, delivery, erection and bracing, consult OST-Oil Quality Standard, DSS-89 Bracing Specification, and HIS-91 Handling Installlna and Bracing flocornmendatlon avaUfrb able from Truss PlateInstitute. 693 D'OnoDrive, Madison, WI53719. MiTek® Symbols PLATE LOCATION AND ORIENTATION t'i4 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 Q 0 For 4 x 2 orientation, locate plates 1 /8" from outside edge of CLtrussandverticalweb. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWESTJOINT MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40,10 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. Mi! MiTek® FORM016,010 AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at I/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. PANEL T~ CLIP fMRO,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, erection and installation of trusses. 1993 Mitek Holdings, Inc. ' Truss Type CNss IROOFTRUSS Oty I Ply I HORTON 14421347 TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:24 2003 Page 1-0-0 5-2.4 9-10-0 14512 19.8-0 20-8-0 1-0-0 5-2.4 4-7-12 4-7-12 5-2-4 1-0-0 Scab • 1:35. 44 _ 3a4 = 5xs = 70 = 9-10-0 9-10-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in loc) Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.44 Vert(LL) 0.05 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.54 Vert(TL) -0.22 6-8 >999 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(TL) 0.03 6 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/defl = 480 Weight: 88 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.213 TOP CHORD Sheathed or 5-4-2 oc puriins. BOT CHORD 2 X 4 SYP No.213 BOT CHORD Rigid ceiling directly applied or 7-03 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=1000/0-4-0, 6=1000/0-4-0 Max Horz 2= 161 (load case 4) Max Uplift2=-005(load case 4), 6=-005(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=-1360, 3-4=-991, 45=-991, 5-6=-1360, 6-7=17 BOT CHORD 2.8=1204, 6-8=1204 WEBS 3-8=360, 4-8=531, 5-8=360 NOTES (4) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph: h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 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 605 lb uplift at joint 2 and 605 lb uplift at joint 6. 4) Truss Engineer. Junaidie Budiman, PEN45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard AwARNZNG - Verj& design parameters and READ NOTES ON TMS AND REVERSE SrDE BEFORE USE. 81Jvia Y No. 4.5161 br .Az MATE OF t 0R1o,,. Design valid for use only with Mffek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and boded verticaay. Applicability of design parameters and proper incorporation of component Is responslbmty of building designer - not truss designer. Siccing shown b for lateral support of tndNldual web members only. Additional temporary bracing to Insure stability during construction b the responslblllty of the erector. Additional permanent brbcing of the overall structure Is the responsibility of the building designer. For general guidance regarding tabrbatbn, quality control. storage, delivery, erection and bracing, consull QST-Be Quality Standard, DSB-119 Bracing Specification, and HIS-91 Handling Installing and Bracing Recommendatlon ovaUabb ftom Truss Plate Institute, 5a3 D'Onohb Drive. Madison, WI53719. a N! QD MiTekm Symbols PLATE LOCATION AND ORIENTATION 1'i. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. A„ 0 Q 0 For 4 x 2 orientation, locate plates 1/8" from outside edge of CLtrussandverticalweb. r- This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 4010 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTeke FORM018,019 A&La'@ ffMRO,A/R General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. 0 4. Unless otherwise noted, locate chord splicesCL 0 at r/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised In handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. ' Job Truss Truss Type Oty Ply HORTON 14421348 R2879D CGAB ROOFTRUSS 1 1 Optional) ACCUSPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:25 2003 Page 1 1-0-0 5-2-4 9-10-0 I 14-5-12 I 19-8-0 I20-8-01 1.0-0 5-2.4 4-7-12 4-7-12 5-2-4 11-0-0 Scale" 1:35.1 4,8 = 4 bA II 2.411 BAO 12 2x4 J 2.4 i 3 5 20 II 2.4 II 2.411 II II W It 0 0 II 'ef II 2 171 rlRUU r a 2.4 II 2.411 2.411 20 II 8 2.411 2x4 II 20 II 2A II U4__ 3_ 9-10-0 19-8-0 9-10-0 9-10-0 Plate Offsets (X,Y): [8:0-4-0,0-3-0], [18:0-M,040-0], [19:0-0-0,0-0-0], [20:0-M,0-0-0], [21:0-0-0,0-0-0], [22:0-0-0,0-0-0], [23:0-0-0,0-"], [24:0-0-0.0-"1. [25:0-"'0-0-0), [26:0-" 0-0-0 LOADING (psf) SPACING 2-M CSI DEFL in (loc) Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.48 Vert(LL) 0.05 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.60 Vert(fL) -0.22 6-8 >999 BCLL 0.0 Rep Stress Incr NO WB 0.20 Horz(TL) 0.03 6 n/a BCDL 10.0 Code FBC2001 1st LC LL Min Vdefl = 480 Weight: 111 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-2-13 oc puriins. BOT CHORD 2 X 4 SYP No.21D BOT CHORD Rigid ceiling directly applied or 6-10-12 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=1005/0-4-0, 6=997/0-1-8 Max Harz 2=161(load case 4) Max Uplift2= 607(load case 4). 6=-000(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 23=-1371, 3-4=-1002, 45=-1002, 5-6=-1383, 6-7=17 BOT CHORD 2-8=1214, 6-8=1230 WEBS 3-8=360, 4-8=540, 5-8=378 NOTES (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf: BCDL=5.Opsf; occupancy category 11; exposure B: partially,MWFRS gable end zone; cantilever left and right exposed :Lumber DOL=1.33 plate grip DOL=1.33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MTek "Standard Gable End Detail" `C 4) Gable studs spaced at 2-0-0 oc. `9 G [3iJ4 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. ..••.. . • .• /',/ j 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 607 lb uplift at joint 2 and 600 lb uplift at joint ' •............ iFifQ eiq •. 7j1 6. •G" J t` i! j7) Truss Engineer. Junaidie Budiman, PEt145161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. r No. 4.5161LOADCASE(S) Standard Y r rVp'; rTATE OF . Cy ROR L A WARPMVO - v r (& design paramstem and READ 11T07EB ON TBIS AND RETIERBE BIDE BEFORE USE. Design valid tot use only with Mfiek connectors. This design is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. Applicablitty of design parameters and proper Incorporation of component is responsibllity of building designer - not truss designer. Bracing shown h for lateral support of Individual web members only. Additional temporary bract g to insure stability during construction is the responsibility of the erector. Additional permanent brbci g of the overall structure b the responsibility of the building designer. For general guidance regarding fabrication, quoUIV control, storage, delivery, erection and bracing, consufi OST-88 Quality Standard, OSS-89 tracing Specification, and HIS-91 Handling Installing and Bracing Recommendation available from Truss Note Institute, 883 D'OnoftioDrive, Madison, WI $3719. MiTek® Symbols PLATE LOCATION AND ORIENTATION 13/. *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 Q 0 For 4 x 2 orientation, locate plates I/8" from outside edge of CLtrussandverticalweb. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWESTJOINT MtTek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40,10 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. Mi! MiTek® O FORM018,019 on uo-wnl ® NYDR0IA/R® AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at 14 panel length(* 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. iIIIIIIII PANEL TM CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Comber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job Truss Truss Type Oty Ply HORTON 14421349 DR28796 D SCISSORS 1 1 optional) AQCUSPAN-TH, LONGWOOD, FL, MTek Industries Inc. 5.000 s Jul 23 2002 MTek Industries, Inc. Mon Jan 27 15:40:26 2003 Page 1 3-IG-11 7-4-0 I 10-9-5 I 143-01 1 1-0-0 3-10-11 3-55 3-5-5 3511 Scale • 1:25.7 44 = 6,00 12 Zz4 _ 2z4 5 7 R 2 3.00 12 30 US 11 5xe zz 7.4-0 143-0 7.4-0 6-11-0 Plate Offsets X Y : 6:0- 8 Ed a 6:0-3 3 0-9-6 LOADING (psf) SPACING 2-" CSI DEFL in (loc) I/deFl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.63 Vert(LL) 0.06 7 >999 MII20 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.43 Vert(TL) -0.16 6-7 >999 BCLL 0.0 Rep Stress Ina NO WB 0.24 Horz(TL) 0.07 6 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/defl = 480 Weight: 63 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-1-9 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-8-2 oc bracing. WEBS 2 X 4 SYP No.3 WEDGE Right: 2 X 4 SYP No.3 REACTIONS (lb/size) 6=638/0-".2=742/0-" Max Horz2=141(load case 4) Max Uplift6=353(load case 5), 2=-467(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=15, 2-3=-1539, 3-4=-1190, 4-5=-1190, 5-6=-1431 BOT CHORD 2-7=1367, 6-7=1243 WEBS 4-7=786, 3-7=-263, 5-7=-142 NOTES (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially.MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Bearing at joint(s) 6, 2 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verity capacity of bearing surface. , f 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 353 lb uplift at joint 6 and 467 lb uplift at joint Q113 / 2. 5) Beveled or shim required to full bearing surface with truss chord at joint(s) 6.-'` C.4 •. /f' plate provide 6) Truss Engineer. PE#45161. Address: SegoviaJunaidieBudiman, 16472 Cir. N.. Pembroke Pines, FL 33331. LOADCASE(S) Standard ' f No 45161 4 .4c STATE OFORsoNAL AWARMNG - Ver(fy design parameters and READ NOTES ON THIS AND REVERSE SWE BEFORE USE. dD Design valid tot use only with MITek connector. this design Is based only upon parameters shown, and Is to an individual building component to be Installed and loaded vertically. Applicability of design parameters and ptopet Incorporation of component Is tesponslblSty of building designer - not truss designer. Btoclng shown Is tot lotetal support of Individual web members only. Additional temporary bracing to Insure stobWfy during construction Is the tesponslblllty of the erector. Acid"lonal permanent btbctg of the overall structure Is the tesponslb0lty of the building desfgnet. For general guidance tegarding fobrlcatlon, qualify control, storage, delivery, erection and btacing, consull OST-66 Quality Standard, DSt-fist {racing Specification, and HIS-91 Handling Installlna and Bracing Recommerldallon available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI $3719. 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. T' 0 Q O For 4 x 2 orientation, locate plates/a" from outside edge of CL truss and vertical web. H 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-NallJolnt/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 401 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. WWI AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane i at joint locations. a 4. Unless otherwise noted, locate chord splices o at I/4 panel length(' 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 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 HYOR01ii1R® Job Truss Truss Type Qty Ply HORTON 14421350 DR2879D DGAB ROOF TRUSS 1 1 Optional) ACCUSPAN-TH, LONGWOOD. FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:26 2003 Page 1 1-0-0 7-4-0 1441-0 1-0-0 7-4-0 7-4-0 Scale • 1:25.6 4,e = J 2.4 II 2.411 Is oo 12 2.411 2.411 4 2 2.4 II 20 II 5 2.411 W It 3.4 = 20 11 7r4-0 1448-0 7-4-0 7.4-0 Plate Offsets Y : 10:0-0-0 0-0-011:0-0-00-0-012:0- 0 0-0 0 13:0-" 0-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.89 Vert(LL) 0.02 5 >999 MII20 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.32 Vert(TL) -0.07 43 >999 BCLL 0.0 Rep Stress Incr NO WB 0.04 Horz(TL) 0.01 4 n/a BCDL 10.0 Code FBC2001 1st LC LL Min Vdefl = 480 Weight: 65lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-10-1 oc purlins. BOT CHORD 2 X 4 SYP No.213 BOT CHORD Rigid ceiling directly applied or 10-04) oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 4=671/0-1-8, 2=774/0-8-0 Max Harz 2= 141 (load case 4) Max Uplift4=377( load case 5), 2=-482(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1- 2=17, 23=-731, 3-4=-725 BOT CHORD 2- 5=646, 4-5=646 WEBS 3-5= 143 NOTES (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; 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 End Detail" 4) Gable studs spaced at 2-" oc. l r 5) Provide mechanical connection (by others)of truss to bearing plate at joint(s) 4. sS 13LJ4.. 6) Provide mechanical connection (by others) of truss to bearing capable of withstanding 377 lb uplift at joint 4 and 482 lb uplift at joint plate P IF IC , 2. 4 A- G` j(• 7) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. j' LOAD CASE(S) Standard 7k No 4.5161 y*y. O STATEOF 0Rto. Irr•e. e INAL A WARNINO - Ver(/)~ design parameters and REM NOTES ON TMS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design is based only upon patamefets shown, and is tot an Individual bullding component to be Installed and loaded vertically. AppUeabOfty of design parameters and proper Ineorporatbn of component is responslblSty of bullding designer - not hues designet. 8lacing shown is fa lateral support of IndNldual web membets only. Additional temporary bracing to Insure ttablIlly duting construction is the responslblllty of the elector. Additional permanent bNcing of the overall structure is the IesponslbSfty of the building designet. For general guidance regarding fabtloatlon, quality control storage, delivery, erection and btocing, consult OST-86 Ouallly Standard, DSS-89 Ilrocing Specification, and HIS-91 Handling Installing and Bracing Recommendation avoSm Plate able froTruss InstItute, 683D'Onottlo D1Ne, Madison, WI $3719. 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 Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachc2c 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 1/8" from outside edge of o a at joint locations. truss and vertical web. o a o 4. Unless otherwise noted, locate chard splices at'/4 length(+ 6" fromceC, u panel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING 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 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, T~ PANEL erection and installation of trusses. 1993 Mitek Holdings, Inc. ' CLIR FORM018.019 HMRO,AZR ® Truss Truss Type DGAB2 I MONO VAULT 14421351 FL, MiTek Industries Inc. M- 31 14410 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:27 2.4 II fie" 4 30 3=112 5 3A 7.6-0 7-20 LOADING (psf) SPACING 2-M CSI DEFL in loc) I/deFl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.87 Vert(LL) 0.11 6 >999 MII2G 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.40 Vert(TL) -0.18 2-6 >960 BCLL 0.0 Rep Stress Incr YES W B 0.60 Horz(TL) -0.08 5 n/a BCDL 10.0 Code FBC2001 1st LC LL Min VdeB = 480 Weight: 95 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-4-13 oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-1-7 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-5,3-5 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=763/0-1-8, 5=680/0-1.8 Max Horz 2=621 (load case 4) Max Uplift2=-376(load case 4} 5=-594(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=12. 2-3=-1326. 3-4=-0, 45=-257 BOT CHORD 2-6=1208, 5-6=1180 WEBS 3-6=724, 35=-1311 NOTES (8) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf, BCDL=5.Opsf; occupancy category II; exposure B; partially,MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" 3) Gable studs spaced at 2-0-0 oc. 4) Bearing at joint(s) 2, 5 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verityPill + capacity of bearing surface. `O []Ll(/J/ 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 5..• ' "'•••., 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 376 lb uplift at joint 2 and 594 lb uplift at joint '• •`Q .4 + •. "7/1 5. .. G . F 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 5. / •'• 8) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N.. Pembroke Pines, FL 33331. * No. 4.5161 LOAD CASE(S) Standard STATE OF AUVmmwc; - verW design parameter and READ 1Vorzs ON Tms AND REvERw smE BEFORE Use. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for on kldWuol building component to be Installed and boded vertically. AppOoab®ty of design parameters and proper Incorporation of component h responsibility of buiding 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 responsiblMy of the building designer. For general guidance regarding fabrication, quality controL storage, delivery, erection and broctng, consult QST-88 Quality Standard, DSI.89 Bracing Specification, and HIS-91 MiTek® Handling Installing and Bracing Recommendation availPl ablefromTrussateinstitute, 583 D'Onofrb Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. All T 0 cc 0 For 4 x 2 orientation, locate plates /e" from outside edge of aotrussandverticalweb. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the M[Tok/Gang-Nall Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 V J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FA RTH EST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 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 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at I14 panel length(* 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. MM TM PANEL CLIR . 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. m FORM016,019 HMRO,AFR Job Truss Truss Type Qty Ply HORTON 14421352 DR2879D E ROOF TRUSS 1 1 optional) ACCUSPAN-TH, LONGWOOD, FL, MTek Industries Inc. 5.000 s Jul 23 2002 MTek Industries, Inc. Mon Jan 27 15:40:28 2003 Page 1 4-2-0 8-4-0 9-4-0I 1 1-0-0 4-2-0 4-2-0 1-0-0 Sale • 1:17.0 44 = 3 e.ao u 4 2 Li 5 ! 2x4 11 e 2.4 = 2x4 = 4-2-0 8-4-0 4-2-0 4-2-0 LOADING (psf) SPACING 2-0-0 CS1 DEFL in (loc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.22 Vert(LL) -0.00 6 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.10 Vert(TL) 0.01 5 >999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(TL) 0.00 4 n/a BCDL 10.0 Code FBC2001 1st LC LL Min Vdefl = 480 Weight: 33lb 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 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=464/1-4-0, 4=464/1-4-0 Max Horz 2=-86(load case 5) Max Uplift2=309(load case 4). 4=-309(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 23=-372. 3-4=-372. 4-5=17 BOT CHORD 2-6=326, 4.6=326 WEBS 3-0=77 NOTES (4) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=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 309 lb uplift at joint 2 and 309 lb uplift at joint 4. 4) Truss Engineer. Junaidie Budiman, PEtt45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard 1 13 f STATE 0 R IOA+'' soivai: A WAJUBNO - VerW design parnasneters and READ NOTES ONTMS AND REVFJM SME BEFORE Ilse. Design valid tot use only with MITek connectors. Thb design b based only upon parameters shown, and Is tot an tndiMuol building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorpaation of component Is tesponslblSty 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 tesponsibillty of the erector. Additional permanent brbck,g of the overall structure Is the responslb0ty of the building designer. For general guidance regarding fobtlaation, quality conhol, storage, delivery, erection and bracing, consull OBT-88 Ouatt y Standard, DSO.89 tracing Specification, and HIB-91 Handling Installing and Bracing Recommendation available from Tiuu Plate Institute. 58io 3D'OnohDrive, Madison, Wl53719. M iTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/1 * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. T TOP CHORDS 73 2. Cut members to bear tightly against eachc7 other. o a:3. WEBS JS Place plates on each face of truss at each For 4 x 2 orientation, locate o Q joint and embed fully. Avoid knots and wane plates 1 /8" from outside edge of a o at joint locations. truss and vertical web. o a o 4. Unless otherwise noted, locate chord splices at /4 length(+ 6" fromceC? C panel adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J1 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 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 {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 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 ofBEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional M iTek® engineer. 15. Care should be exercised in handling, PANEL T~ erection and installation of trusses. 1993 Mitek Holdings, Inc. ' CLIP FORM018,019 MANG-NAIL ® HMRO,A/R0 Job Truss Truss Type Oty Ply HORTON 14421353 R2879D Et ROOF TRUSS 1 1 Optional) ACLU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:44:02 2003 Page 1 1.0.0 1 4-2-0 7-0-0 1-0-0 4-2-0 2-10-0 4d = Scab • 1:16,4 3 6.00 12 4 2 Li a 1 2x4 It 8 5 402 it 4-2-0 7-0-0 7-3.8 4-2-0 2-100 0-3-8 Plate Offsets X,Y : 4:03-3 0- 8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdef PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.27 Vert(LL) 0.00 6 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.09 Vert(rL) -0.04 1 >331 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(rL) 0.00 4 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Well = 480 Weight: 33lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 64-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 SLIDER Right 2 X 8 SYP No.2ND 1-9-8 REACTIONS (lb/size) 4=319/0-3-8, 2=416/0-1-8 Max Horz2=98(load case 4) Max Uplift4=-169(load case 5), 2=-284(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=33, 23=368, 3-4=-375 BOT CHORD 2-6=260, 5-6=260, 45=260 WEBS 3-6=84 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft: TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially,MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 169 lb uplift at joint 4 and 284 lb uplift at joint 2. 1 B5) Truss Engineer. Junaidie Budiman, PEtY45181. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. ` i 4 LOAD CASE(S) Standard VG`1. F 104 t ' No. 4.5161 , Y r4STATEOFor ioRso,.'' ANAL Awmmo - verify design parwellete s and RBAD xoras ux T1l3 AND RzvzR= ssma BEFOREtom. --® Design valid tot use only with MRek conneelos. this design Is based only upon parameters shown• and Is to an Individual building component to be installed and loaded venloally. Applicability of design parameters and proper lneotpotation of component Is tesponsibmty of building designee - not hues designee. Siccing shown Is tot lotetal support of Individual web members only. Additional tempotary btacing to Insure slabltlty duting conshuctlon b the responslb6lty of the eeectof. Additional permanent bfbcing of the ovef ll structuee Is the tesponslbBSy of the building designee. Fos general guidance tegaeding fobrlcatbn, quality conteol, stooge, deMery, election and bracing. consult OST-88 Quality Standard, DSI.89 Bracing Specification. and HIB-ill and Bracing Recommendation available from Truu Institute, 583 D'Onohlo Delve, Madison, WI5371 V. HandlingInstallingRateMiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/1 * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. 4 TOP CHORDS 2. Cut members to bear tightly against eachc2c other. o Q WEBS J5 3. Place plates on each face of truss at each Fornic 4 x 2 orientation, locate o v Q o_ joint and embed fully. Avoid knots and wane at joint locations. from outside edge ofplattruss d truss and vertical web. a d a o 4. Unless otherwise noted, locate chordsplices I/ 4 length(* 6" from cuC, 76 at panel adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. For tabular plating format refer to the MiTek/ Gang-Nall Joint/Plate Placement Chart. 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 4000 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 BEARING Indicates location of joints at which bearings (supports) occur. WISC/ DILHR 870040-N, 930013-N, 910080-N Mi! MiTeke TM PANEL CLI P FORM018. 019 HMPO,AIR 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job Truss Truss Type Oty Ply HORTON 14421358 DR2879D FG ROOFTRUSS 1 optional) ACCUSPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:33 2003 Page 1 3-9.7 I 7-3.6 l 10.9.5 F 12-9-6 I 16-5.7 I 2050 I 3-9-7 3.5.15 35-15 2-0.1 3-8-1 3-11-9 Scab • 1:33.3 20 11 7.8 = 7.8 = 64 = 64 = 84 = 44 1 2 3 4 5 e 7 13 12 93x4 = e 3.4= 4A= 7.8= 5A= 2.411 3-9-7 7-3-0 10-9-0 14-5 12-9.0 12#9 16.5.7 20-5-0I ' I i 3.9.7 3-5.15 3-5.10 0.0-5 1.11.11 0-0.8 3.8.1 3.11-9 Plate Offsets Y : 3:0-4-00-4-8 10:0-2-8 03-0 LOADING ( psf) SPACING 2-M CSI DEFL in (loc) Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.65 Vert(LL) 0.05 13 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.33 Vert(TL) -0.06 13 >999 BCLL 0.0 Rep Stress Incr NO WB 0.91 Horz(rL) 0.02 8 n/a BCDL 10.0 Code FBC2001 1st LC LL Min Vdefl = 480 Weight: 278 lb LUMBER BRACING TOP CHORD 2 X 6 SYP No.2ND TOP CHORD Sheathed or 6-" oc purlins, except end verticals. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-" oc bracing. WEBS 2 X 4 SYP No.3 'Except' 1- 14 2 X 6 SYP No.2ND, 7-8 2 X 6 SYP No.2ND REACTIONS ( lb/size) 14=4388/0-3-0, 8=2999/03-0, 10=3841/03-0, 11=6986/0-3-8 (input: 03-0) Max Harz 14=-151(load case 2) Max Upliftl4=-2786(load case 2). 8=-1893(load case 2), 10=-2415(load case 2), 11=-4427(load case 3) FORCES ( lb) - First Load Case Only TOP CHORD 1-14=-1588, 1-2=0, 23=3747, 3-4=3144, 4-5=1705, 5-6=1069, 6-7=-1843, 7-8=-2962 BOT CHORD 13-14=3747, 12-13=3144, 11-12=-1705, 10-11=-1069, 9-10=1843, 8-9=0 WEBS 2-14=-4657, 2-13=382, 3-13=754, 3-12=-3572, 4-12=6065. 4-11=-6098, 5-11=-1048, 5-10=-1701, 6-10=3580, 6-9=-1222, 7- 9=2253 NOTES ( 7) 1) 2-ply truss to be connected together with 1 Od Common(.148"x3') Nails as follows: Top chords connected as follows: 2 X 6 - 2 rows at 0-7-0 oc. Bottom chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opst,, occupancy category 11; exposure B; partially,MWFRS gable end zone; cantilever left and right exposed end vertical left DOL=1.33 DOL=1.33. GJ andrightexposed:Lumber plate grip ••• 3) Provide adequate drainage to prevent water ponding. (F /Q ••.••l 4j;. 4) WARNING: Required bearing size at joint(s) 11 greater than input bearing size. ' G(, 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2786 lb uplift at joint 14, 1893 lb uplift at joint 2415 lb uplift at joint 10 and 4427 lb uplift at joint 11. t 6) Girder carries tie-in span(s): 23-2-0 from 0-0-0 to 205-0; 17-0-0 from 04)-0 to 20-5-0 • N0,45161 7) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard '• SPATE OF °• 1) Regular. Lumber Increase=1.33, Plate Increase=1.33 0 .•• / Uniform Loads (plf)( ` RI Vert: 1-7=-892.6, 8-14=-20.0 ` "Oea 0 t0 OVAL WARNING - Ver(& design parameters and R&W ]VOTES ON TWS AND REVERSE SME BEFORE USE. Design valid tot use only with Mffek connectors. Thb design b based only upon parameters shown, and Is tot an Individual building component to be Installed and loaded vertically. ApplcoblBy of design parameters and proper Incorporation of component Is tesponslbWty of building designer - not truss designer. Bracing shown Is lot lateral support of Individual web members onN• Additional temporary bracing to Insure stability during construction b the tesponslblllty of the erector. Additional permanent brbcing of the overall structure is the tesponslblBy of the building designer. For general guidance regarding tobrbatlan, quality conttot, storage, delivery, erection and txoctng, consulf CST-8a Quality Standard, DSS-89 Bracing Specification, and HIB-91 Handling Installirlp and Bracing Recommetsdallon available from Truss Plate Institute, SW D'Onoftla Drive, Madison, WI53719. MiTek® Symbols PLATE LOCATION AND ORIENTATION 13/1 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. A„ T 0 Q 0 For 4 x 2 orientation, locate plates 1/8" from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MRek/Gang-Nall Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM 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 40010 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 FORM016,019 Z® HMRO,A/R General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at IA panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. TO 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. L•sl'' WA IDR2879D IJ IROOFTRUSS 14421359 2.4 = Inc. Mon Jan Scale • 1:20.3 LOADING (psf) SPACING 2-M CSI DEFL in (loc) Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.80 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.17 Vert(TL) -0.30 1 >49 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Vdefl = 480 Weight: 24 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-M 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=242/Mechanical, 2=418/0-4-0, 4=68/Mechanical Max Horz 2=291(load case 5) Max Uplift3=-310(load case 5), 2=-174(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=34, 2-3=88 BOT CHORD 24=0 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; parbally,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 3 and 174 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 11 No. 4.5161 STATE OF 14*44 AWARNING - V rM design pamn ere; and tREAD NOTES ONTWS MD REVERSE SIDE BEFORE UM. Design valid for use onty with MITek connectors. This design is based only upon parameters shown, and is fa an Individual buOdIng component to be tnsto0ed and loaded vertically. Applicability of design parameters and proper incorporation of component is responslbilly of bulldIng designer - not truss designer. Bracing shown is fa lateral support of IndWlduol web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. AddIllonal permanent bracing of the overall structure is the responsibSlty of the buAdlng designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consull OST-BB Quality Standard, DSS-89 tracing Spoctleatlon, and HIS-91 M iTek® Handling Installing and Bracing RecommendPl RecommendationavailablefromTrussateInstitute. 583 D'Ononb Drive, Madison, WI6371V. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/1 *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property Wsecurely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachac3 other. O WEBSNQ3. Place plates on each face of truss at each oFor4x2orientation, locate Q o joint and embed fully. Avoid knots and wane plates I/8" from outside edge of a _ truss at joint locations. and vertical web. o a4. Unless otherwise noted, locate chord splices at I/4 length(+ 6" fromcaopanel adjacent joint.) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibilityPtY of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice Is to Camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 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, Ite unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility ofBEARINGothersunlessshown, Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised In handling, T~ PANEL erection and installation of trusses. 1993 Mitek Holdings, Inc. ' CLIP FORM018,019 H=RD,AIR® Truss I Truss Type I Oty I Ply I HORTON ROOFTRUSS i 20 = Page 1 scab 5-0-0 5-0-0- LOADING (pso SPACING 2-M CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.39 Vert(LL) n/a n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.09 Vert(TL) -0.10 1 >144 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Vdefl = 480 Weight: 18 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.213 TOP CHORD Sheathed or 5-0-0 oc puriins. BOT CHORD 2 X 4 SYP No.213 BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. REACTIONS (lb/size) 3=165/Mechanical, 2=327/0-4-0, 4=48/Mechanical Max Harz 2=212(load case 5) Max Uplift3=-218(load case 5 2=-157(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=34, 2-0=60 BOT CHORD 2-4=0 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; 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 218 lb uplift at joint 3 and 157 lb uplift at joint 2. 4) Truss Engineer. Junaidie Budiman, PEt/45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard No. 4.5161 O STATE OF r r AWARNING - Vor(& design paransellers and READ NOTES ONTBIS AND REVERSE SME BEFORE USE. Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for on Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component b tesponslblifty of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during condiuctlon Is the responslbllity of the erector. Additional permanent bracing of the overall structure b the iesponslbilly of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult QS7-68 Quality Standard, OSB-89 Bracing Specification, and MIS-91 Handling Installing and Bracing Recommendation available from Truss Plate institute, 593 D'Onohio Drive, Madison, WI53719. M! a MiTeke Symbols PLATE LOCATION AND ORIENTATION 13/4 *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 a"'*For O 4 x 2 orientation, locate 1: plates 1/8" from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MRek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFTTO RIGHT. 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 BEARING Indicates location of joints at which bearings (supports) occur. WISC/DILHR 870040-N, 930013-N, 910080-N mi! MiTek® O PANEL TM CLIP FORM018,019 HMJW0.A'fR AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at I/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job Truss Truss Type Qty Ply HORTON 14421361 DR2879D K1 ROOF TRUSS 1 1 optional) ACCUSPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:36 2003 Page 1 I 5-0-0 5-0-0 2 Scab • 1:15.6 a.00 Fi 1 2.4 _ 5.0.0 5-0-0 LOADING (psf) SPACING 2-" CSI DEFL in (loc) Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.40 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.09 Vert(TL) -0.03 13 >999 BCLL. 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Vdefl = 480 Weight: 16 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 54)-0 oc puriins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. REACTIONS (lb/size) 1=224/0-4-0, 2=177/Mechanical, 3=48/Mechanical Max Horz 1=199(load case 5) Max Upliffl=-93(load case 5), 2=-222(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=66 BOT CHORD 13=0 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially,MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 93 lb uplift at joint 1 and 222 lb uplift at joint 2. 4) Truss Engineer. Junaidie Budiman, PEfd45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard E B Q G` Q lvia P10. 4.5161 STATE OF 0 R NAI. January Z7,ZUU7 as wnsussnu - -srUV assign psasamsssn asta unu nvsaa vn sus nrsu xa ramie asue aarvxc ua s. Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an IndMdual building component to be Installed and loaded vertically. Applicability of design parameters and proper incorporation of component Is responsibility, of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to hsure dabBtty during construction Is, the responslblllty of the erector. Additional permanent brbcing of the overall structure Is the responslbtltty of the building designer. For general guidance regarding fabrication, quality control, storage, delivery. erection and bracing, consult CST -ids Quality Standard, DSB-89 Bracing Spscffloation, and HIS-91 MiTek® Handling Installing and Bracing RecommwWatlon available from Truss Plate Institute, 583 D'Ono6lo Drive, Modhon, WI33719. Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1'. *Center plate on joint unless Damage Or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachc2c other. Cr o WEBS J5 3. Place plates on each face of truss at eachQ"'*For 4 x 2 orientation, locate O Q joint and embed fully. Avoid knots and wane plates from outside edge of czi d o_ at joint locations. dtrussand vertical web. a o 4. Unless otherwise noted, locate chordsplices at I14 length(+ 6" from uC, u panel adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in it J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MtTek/ Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM 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 BEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised In handling, PANEL TM erection and installation of trusses, 1993 Mitek Holdings, Inc. ' CLIP FORM018, 019 HMRO,AIR Job Truss Truss Type Oty Ply HORTON 14421362 DR2879D L ROOFTRUSS 3 1 optional) ACCUSPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MTek Industries, Inc. Mon Jan 27 15:40:37 2003 Page 1 1-0•0 3.0-0 t o•0 3-0-0 Sere-1:to.3 e.00 12 2 t 4 7.4 — 3.0-0 3-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.12 Vert(LL) n/a - n/a MII20 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) -0.02 1 >869 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Vdefl = 480 Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.213 TOP CHORD Sheathed or 3-0-0 oc puriins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. REACTIONS (lb/size) 3=82/Mechanical, 2=24210-4-0, 4=28/Mechanical Max Horz 2=133(load case 5) Max Uplift3=-125(load case 5), 2=-147(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=34, 23=30 BOT CHORD 2-4=0 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001: 120mph; h=25ft; 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 125 lb uplift at joint 3 and 147 lb uplift at joint 2. 4) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard 13 q•'• t ' NO, 4.5161 rEOFrTATRIDJO AL AWA&WNO - Ver-W design parameters and sawn NOTES ON THIS AND BavanSE Sma SaRosa USE. Design valid lot use only with MiTek connectors. This design is based only upon parameters shown, and is to an Individual buBding component to be installed and loaded vertically. Applicability of design parameters and proper Incopotatlon of component is responsibility of bu0ding designer - not truss designer. Bracing shown h for lateral support of Individual web members only. Additional temporary bracing to Insure dabplly during condructlan is the responsibility of the erector. Additional permanent brbcing of the overall structure is the responslbBBy of the building designer. For general guidance regarding fabrication, quality control, storage• delivery, erection and bracing, consult CST-88 Quality Standard, DS11-89 Bracing Specification. and HIB-91 Handling Installing and Bfrla racingRecommendationavailablefromTrussPlateInstitute, 5&3 D'OnoDrive, Madison, Wl53719. 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„ For 4 x 2 orientation, locate plates 1 /8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MRek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE Numbering System J2 J3 J4 TOP CHORDS c2 c3 Q WEBS J5 o Q V 4 ' ; O a ' _ O V a ca c7 u BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40,10 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 BEARING Indicates location of joints at which bearings (supports) occur. WISC/DILHR 870040-N, 930013-N, 910080-N MiTeke III PANEL ' M CLIQ FORM018,019 H RD.AfR® AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at 114 panel length(' 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is fo camber for dead toad deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and In all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job Truss Truss Type Oty Ply HORTON 14421363 R2879D L1 ROOFTRUSS 1 1 o tional ACCUSPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:37 2003 Page 1 3-0-0 3-0-0 Scale - +n0.3 6.00 u t 3 e = 3-0-0 3-0.0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.14 Vert(LL) n/a - n1a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) -0.00 1-3 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz( L) -0.00 2 n/a BCDL 16.0 Code FBC2001 Matrix) 1st LC LL Min Udefl = 480 Weight: 10lb 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.20 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 1=130/0-4-0, 2=103/Mechanical, 3=28/Mechanical Max Horz1=120(load case 5) Max Uplift1=52(load case 5), 2=-131(load case 5) FORCES ( lb) - First Load Case Only TOP CHORD 1-2=39 BOT CHORD 1-3=0 NOTES ( 4) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; parGall)r,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 52 lb uplift at joint 1 and 131 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 El3cQ t : No. 4.5161 STATE OF = ANAL A WARMNO - Ver{ fj design parameter* and READ NOMS ON TMS AND REVERSE SME BEFORE USE. 0 Design valid for use only with MRek connectors. This design is based only upon parameters shown, and is for on individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is tesponslbllity of building designer - not truss designer. Bracing shown is tot lateral support of Individual web members only. Additional temporary bracing to Insure dobNty during condtuctlon is the responsibility of the erector. Additional permanent btactng of the overall structure is the responslbUlty of the building designer. For general guidance regarding fabrication, qualify control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, OSB-89 Irocing Speclllcatlon, and MIS-91 Handling Installing and Irocing Recommendation available from Truss Plate Institute, f583 D'Onohlo Drive, Madison, WI53719. MiTek Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 0 For 4 x 2 orientation, locate plates 1/8" from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWESTJOINT FARTH EST 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 40" continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 Indicates location of joints at which bearings (supports) occur. WISC/DILHR 870040-N, 930013-N, 910080-N Do! 0 MiTeke Atao 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 cc 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 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 orplate without prior approval of a professional engineer. 15. Care should be exercised in handling,____ _ TM erection and installation of trusses. PANEL CLIP © 1993 Mitek Holdings, Inc. FORM018.019 Lob Truss Truss Type Qty Ply HORTON 14421384 DR28790 M ROOF TRUSS 3 1 o lional ACCU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:38 2003 Page 1 3 t-0-0 1.0.0 100 1-0-0 sCWa - 1:5.9 0.00 n2 2 4 1.0.0 zxe = 1-0-0 LOADING (psi) SPACING 2-" CSI DEFL in (loc) Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.09 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(rL) 0.01 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/deft = 480 Weight: 5 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3=-1 1 /Mechanical, 2=17310-4-0, 4=10/Mechanical Max Horz 2=71(load case 4) Max Uplift3=31(load case 5), 2=-154(load case 4) Max Grav3=31(load case 4), 2=173(load case 1), 4=10(load case 1) FORCES (lb) - First Load Case Only TOP CHORD 1-2=33, 23=-40 BOT CHORD 2-4=0 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; 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 31 lb uplift at joint 3 and 154 lb uplift at joint 2. 4) Truss Engineer. Junaidie Budiman, PE#45181. Address: 16472 Segovia Cir. N.. Pembroke Pines, FL 33331. LOAD CASE(S) Standard p P10, 45161 PATE OF ROR ANAL A WARNING - Verj fy design parameters and READ NOTES ON TMS AND REVERSE SME BEFORE USE. Design valid foi use only with Mffek connectors. This design is based only upon parameters shown, and is foi an Individual building component to be Installed and loaded vertloapy. Applicablity of design porameten and proper Incorporatkun of component is responslblpty of building designer - not buss designer. Bracing shown is fa lateral support of Individual web members only. Additional temporary brach g to Insure stability during construction is the responslbillty of the erects. Additional peimonent bibcing of the overall dructuie is the iesponslblilty of the building designer. For general guidance regarding fabrlcatbn, quoMV eonhol, storage, delivery, erection and bracing, consuR CST -Se Quality Standard, DSS-89 Bracing Specification, and MIS-91 Handling Installlnq and Bracing Recommendatlon available hm boTrussPlateinstitute, Sag D'OnonDrNe, Modlsom Wl53719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1'i. *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1, Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat.. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against eachczc other, o WEBS JS Q 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o U Q joint and embed fully. Avoid knots and wane from outside edge oflattruss o_ d ' at joint locations. a dtrussand vertical web. a o 4. Unless otherwise noted, locate chordsplices at length(* 6" from ceC? C6 panel adjacent joint.) BOTTOM CHORDS Thissymbolindicatesthe5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MRek/ Gang-Nall Joint/Plate Placement Chart. FARTHESTTOTHE LEFT. is the responsibility o fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber forsdead loaddeflection. 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, PANEL 'PI M erection and installation of trusses. 1993 Mitek Holdings, Inc. ' CLIP FORM019, 010 onwo-wn t ® Job Truss Truss Type Qty Ply HORTON 14421365 DR28790 M1 ROOF TRUSS 1 1 optional) ACLU-SPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:39 2003 Page 1 2 1.0.0 1-e-0 Scab 1:5.9 9.00 f12 1 d 3 i-0-0 2.4 _ 1-0-0 LOADING (psf) SPACING 2-M CSI DEFL in (loc} Well PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.02 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(TL) -0.00 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a BCDL 10.0 Code. FBC2001 Matrix) 1st LC LL Min Udell = 480 Weight: 3 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.20 TOP CHORD Sheathed or 1-0-0 oc puriins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 1=45/0-4-0, 2=35/Mechanical, 3=10/Mechanical Max Horz 1=42(load case 5) Max Upliftl =-1 7(load case 5), 2=-46(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14 BOT CHORD 1-3=0 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially,MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 17 lb uplift at joint 1 and 46 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 9it 13 Q/ No. 4.5161 i0STATEOF L ;M•' A%tO R IOA'' AWARKINO - Ver(& design parwnetersr and READ NOTES ON TWS AND REVERSE SME BEMRE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult QST•88 Quality Standard, OSS•89 Sractrsg Specification, and HIS•91 Handling Installing and Bracing RecamR merdatlonavailablefromTrussateInstitute. 383 D'Onohb Drive, Madison, WI53719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13Z *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. 4 TOP CHORDS 2. Cut members to bear tightly against eachc2c other. o WEBS J5 a:3. Place plates on each face of truss at each For 4 x 2 orientation, locate Q joint and embed fully. Avoid knots and wane plates 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" fromC, C panel adjacent joint,) BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM 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 ofBEARINGothersunlessshown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, TMlol® PANEL erection and installation of trusses, 1993 Mitek Holdings, Inc. CURFORM016,019 O/WOMI/UL ® HMRO,A/R® I'j i a Jpb Truss Truss Type Qty Ply HORTON 1 14421366 6R2879D S ROOFTRUSS 2 1 optional) ACCUSPAN-TH, LONGWOOD, FL, MiTek Industries Inc. 5.000 s Jul 23 2002 MiTek Industries, Inc. Mon Jan 27 15:40:59 2003 Page 1 1-5-0 5-2-5 9-10-13 15-0 5.2-5 4-8-7 4 1:20.21TSceb 4.24 12 3.4 G 3 2 720 II 0 5 3.4 — 2.4 = 5-25 9-10-13 5.2-5 4-8-7 LOADING (psf) SPACING 2-" CSI DEFL in (loc) VdeB PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.59 Vert(LL) 0.05 6-7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.43 Vert(TL) -0.08 6-7 >999 BCLL 0.0 Rep Stress Incr NO WB 0.38 Horz(TL) 0.01 5 Na BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Well = 480 Weight: 42lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 8-0-0 oc purtins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 8-0-10 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 4=31 1 /Mechanical, 2=523/05-11, 5=429/Mechanical Max Horz 2=367(load case 2) Max Uplift4=-369(load case 5), 2=-292(load case 2), 5=-212(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=35, 2-3=-942, 3-4=76 BOT CHORD 2-7=863, 6-7=863, 5-6=0 WEBS 3-7=166, 3-6=-941 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=25ft; TCDL=4.2psf; BCDL=S.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 369 lb uplift at joint 4, 292 lb uplift at joint 2 and 212 lb uplift at joint 5. 4) Truss Engineer. Junaidie Budiman, PE#45161. Address: 16472 Segovia Cit. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard 1 EE 131) Regular. Lumber Increase=1.33, Plate Increase=1.33 s Uniform Loads plf) Vert: . Trapezoidal Loads ply Vert: 2=4.4-to-4=483.1, 2=0.0-toy=-49.5 Rio.4.5161 ,t O ; STATE OF `V ttsS%ORIQA' ANAL AWARNING - Vertfjf design parameters and READ NOTES ONTIM AND REVERSE SWE 9EPORa USE. Design valid for use only with MITek connectors. This design is based onty upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is tesponslblllly of building designer - not truss designer. Bracing shown is far lateral support of Individual web members only. Additional temporary bracing to Insure stabWty during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the tesponslblIlty of the building designer. For general guidance regarding fabrication, quality control, storage. delivery, erection and bracing, consuff QST-8a Quality Standard. OSS.89 Bracing specification, and HIB-ill Handling Installinq and Bracing Rocommerdallon available from Truss Plate institute, 583 D'Onoftio 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. A„ 0 O For 4 x 2 orientation, locate plates/a" from outside edge of aotrussandverticalweb. F This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS 11 18 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. FARTHESTTO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 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. MiTeke Z&L o FORM0Ie.019 MANG- AIL0 MMRO,A/R® AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane i at joint locations. a 4. Unless otherwise noted, locate chord splices o at'/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 %at time of fabrication. PANEL T~ 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. 23-2-0 16-10-0 CD 1 0 i 0 i 0 I u Li El E----..I 12-8-0 BRG. IN ENTRY L 8-4-0 19-8-0 5-8-0 14-8-0 IVVA R N I M C=: ALL BEARING WALLS TO BE PLACED I - J L 1 PLY HGR. F1 C TI C'E! ! REVIEW ALL SPAN DIMENSIONS--BRG. WALLS 1 1 PRIOR TO SETTING TRUSSES.. 1 I A. L 2 PLY HGR. IENIGNEERED DRAWINGS--LOADING--PITCH AND OVER/HANGS: WALLS SHOWN ARE TO BE BEARING.. I L 3 PLY HGR. SIGNED APPROVAL: X JOB NUMBER: DR2879D DATE: 5-23-01 PITCH: LOAD: SHINGLES CU SPAN CUSTOMER: D.R. HORTON 6' H: 12" A407-321-1!4 BY: T.H JOB NAME: 2879 "D" ELEV. BRG: BLOCK MM I L1S B1 I K i K1 B1 A9 B1 i I All B1 1 A j B1 I O I A ! B1 I Oi A B1 O A B1 1 A I I B1 A 61 I A B1 A ( B1 0 E A I A I B1 I i A ! c 61 A 61 A B 1 A B 1 A i B1 A ; 61 A B1 i Al B Al B CGAB T 23-2-0 T2 U 0 T 24 ru I w w T2 4 T2 w T2 T 2 2 In pq J FLOOR TRUSSES TO BE IY 8-0-0 BRO. T2 o I T20 I Mn T 2 I i ly- iA i T2 Ti9 u 0 T19 NOTE:, PLACEMENT MAY VARY T19 DUE TO FJELD CONDITIONSa. w A/C PLUMBING ECT. T19 A SEE INSTALLATION GUIDE T19f3 cfi P a L T T19 cy- ON T 19 LL sz-,zn l.. a T19 T19 i L 19-8-0 TRIM IT FLOOR SYSTEM wP F\ rIIrI(=: ALL BEARING WALLS TO BE PLACED 1J.L 1 PLY HGR. `1CTI('E! I * REVIEW ALL SPAN DIMENSIONS--BRG. I PRIOR TO SETTING TRUSSES.. WALLS 10.1 2 PLY HGR. iENIGNEERED DRAWINGS--LOADING--PITCH AND OVER/HANGSIWALLSSHOWNARETOBEBEARING.. - - _1 L 3 PLY HGR. SIGNED APPROVAL: X JOB NUMBER: DR2879% .DATE: CU SPAN CUSTOMER: D.R. HORTONC BY: T.H JOB NAME: 2879 ELEV. PLOT PLAN r DESCRIPTION: A PARCEL OF LAND LYING AND BEING IN SECTION 18, TOWNSHIP 20 SOUTH, RANGE 31 EAST, CITY OF SP,!iVFORD, SEMINOLE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE . T THE NORTHWEST CORNER OF LOT 26, BAKERS CROSSING PHASE 1, PLAT BOOK 60, PAGES 27 THROUGH 29; THENCE RUN S89'17'34"E A DISTANCE OF 459.46 FEET; THENCE RUN S88'45'42"E A DISTANCE OF -50.00 FEET; THENCE RUN S82'03'00"E A DISTANCE OF 50.40 FEET; THENCE RUN S73'24'54='E A DISTANCE OF 51.98 FEET; THENCE RUN S73'28'48"E A DISTANCE OF 51.97 FEET; THENCE RUN S84'41'19"E A DISTANCE OF 50.16 FEET; THENCE RUN S89'36'15"E A DISTANCE OF 50.00 FEET TO THE POINT OF BEGINNING; THENCE RUN N00'42'26"E A DISTANCE OF 110.00 FEET; THENCE RUN S89'36'15"E A DISTANCE OF-50.00 FEET; THENCE RUN S00'42'26"W A DISTANCE OF 110.00 FEET; THENCE RUN N89'36'15"W A DISTANCE OF 50.00 FEET TO THE POINT OF BEGINNING, CONTAINING 0.13 ACRES t. NOTE: WE DO NOT ACCEPT RESPONSIBILITY FOR ANY ERRORS THAT MAY OCCUR FROM THE USE OF THE UNRECORDED / PROPOSED PLAT THIS PLOT PLAN IS BASED ON. TRACT A UNNAMED ROADWAY 50' RIGHT OF WAY 589'36'15'E _ 217.5PT80.51' 1' 137.00' PI wl CENTERLINE OF C RIGHT-OF-WAY Ig Z 50.00' S89'36'15"E si ' Am 10' UTILITY EA EMENT '' .::••i';' r LOT 36 CONTAINS 5500 SQUARE FEET t THIS STRUCTURE CONTAINS 2107 SOUARE FEET t TOTAL CONCRETE 549 SO. FT. t TOTAL SOD 2844 SO. FT. t 1 " = 30' GRAPHIC SCALE 0 15 30 POINT OF COMMENCEMENT NW CORNER LOT 26 S89'17'34-E 459.46' I yLOT 26 I BAKERS CROSSING PHASE 1 PLAT BOOK 60 I PAGES 27-29 I BUILDING SETBACKS FRONT: 25' REAR: 20' SIDE: 5' CORNER: 15' a !: 5.0' 14. 40.00' LLJ I 'S LD PROPOSED o -c" U = A/ (D O PROPOSED LOT 37 _o U o N o LOT 35 OO PROPOSED OMODEL2879pZFINISHEDFLOORNELEVATION = 38.8 a0.0' 5.0' S.( I •PATIO ' POINT OF L__..----- BEGINNINN9-. ll PROPOSED ll LOT 36 9 DRAINAGE TYPE 8 S7J2848 151.0r S84 FLOOR SLAB ELEVATION 1 N8 50 00' W MUST BE 16"; OC1-` t RO irQT 40 I LOT 41 LOT 42 vYY11VVOFADJACENTROADUNLESS PLEAT BOOK CROSSING PAGES 27E 29 OTHERWISE APPROVE6EGEN D 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 100 YEAR FLOOD PLAIN. BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERLY LINE OF LOT 26, BAKERS CROSSING 1 AS BEING N89'17'34" W PER PLAT. FIELD DATE:) SCALE: 1" = 30 FEET APPROVED BY: WRM JOB NO. ASM41107 DRAWN BY: h BOUNDS 05/07/03 ILAN 4-03-03 SOO BUILDING SETBACK LINE MLW MINIMUM LOT WIDTHCENTERLINEPOBPOINTONBOUNDARY RIGHT OF WAY LINE POL POINT ON LINE XX PROPOSED ELEVATION PCC POINT OF COMPOUND CURVATURE POC POINT ON CURVE PROPOSED DRAINAGE FLOW OR OFFICIAL RECORD CONCRETE PO G PLANNED DEVELOPMENT DENOTES DELTA ANGLE LB LAND SURVEYING BUSINESS L DENOTES ARC LENGTH LS LAND SURVEYOR C.B. DENOTES CHORD BEARING PRM PERMANENT REFERENCE MONUMENT PC DENOTES POINT OF CURVATURE PCP PERMANENT CONTROL POINT PI DENOTES POINT OF INTERSECTION P) PER PLAT PRC DENOTES POINT OF REVERSE CURVATURE M) MEASURED PT DENOTES POINT OF TANGENCY CALC) CALCULATED TYP TYPICAL FND FOUND A/C AIR CONDITIONER C/W CONCRETE WALK COW CONCRETE BLOCK WALL S/W SIDEWALK RP RADIUS POINT CP CONCRETE PAD R CS CONCRETE SLABPSPSPLATBOOK PAGES C CHORD LENGTH N NATURAL GRADE R/W RIGHT-OF-WAY 50. FT. SOVARE FEET ORB OFFICIAL RECORDS BOOK AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LBg6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO, FLORIDA 32801- (407) 426-7979 1. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS. RIGHT OF WAY. RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 3. NOT VALID WITHOUT THE SIGNATURE AND THE.ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 0566/03 FOR 0THE C FIRM EMORY E. COW, PSM #4403 DATE ONE BY WOOD CONCRETE OP BUCK BY OTHERS MASONRY CIPEmlmG CAULK BETWEEN BY OTHERS WINDOWWOODFLANGE r / < a vBUCK n C STUCCO J BY OTHERS PCRUETCR CAULK BY. OT ERS RIOID VINYL GLAZING BEAD TYPJCAULK. BETWEEN WOOD BUCK t NAVY. OPENING BY OTHERS I - I/(• MIN EMBEDMENT INSTALLATION ANCHOR 2/ 16' CIA. TAPCON SHIM AS REO'D. s' MAK S/LNOTES) FLANGE TYPE ' WINDOW FRANC , HEADER GLASS TYPJ ( SEE NOTES) Ex BUCK HEIGHT) CAULK BETWEEN WINDOW FLANGE a PRECAST SILL v/ vuLKEN 116 ADHESIVE CAULK. OR APRV•D. EOL. FLANGE TYPE PERIMETER CAULK VINDOV FRAME SILL BY OTHERS a CAST SILL J a (! BY OTHERS Y NOTES. SECTION A -A 1) SHuN AS REO.0. AT EACH INSTALLATION ANCHOR. WX. AUOW*LE 1— SwNSTACKTOBE1/4 2) WINDOW FRAME MATERIAL ALUYINUY ALLOY 6063. J) INSTALLATION ANCHOR TWUST BE OF SUFFICIENT LIM, TO ACXIEVE uN. ELIBEDNENT OF )-I/a-INTO H(ASONRY OR CONCRETE. s) USE SUCOZEO ACRYLIC CAULK BEHIND w OOw FLANGE AT r.S.• NK0JAIUIeS. SILL MUST BE ATTACHED TO THE SUBSTRATE -NTH LKEM 116 ADHESIVE C VU,4L" OR APPROVED ECUAL. 5) USE SILICO-ZEO ACRYLIC CAULK FOR PERIMETER SEAL AROUND W.H EKTERZR OFWNDOWFLANGE, r 6) IF EXACT wINDOw WE IS NOT UST-0 IN ANCHOR. C: w7i, u<_E ANCHOR OUANTITY LTSTEO WITH NEXT LARGER 9ZE, FO:. T-E APPROP4A-. DESIGN PRESSURE REO'O, 7) GLASS T.'+ICKNESS MAY VARY PER THE F.EOurF .EATSOF As, E1300 GLASSCHARTS. B) LETTER. ES1GNArIONHS ON THE TAPCON LOCATION CART NDICr'E wHEFE TA -CON ANCHORS ARE TO BE NSTAL__', -HEN U-a1G T-E ' 7-7 EXTERIORELEVATION AS A KEY. - 9) ALL FACiCPY APPLIED SOLES NOT OESIGuTED FOR ra. C. ANCHOR SHOULD EE FILLED w1TH p SCRE YS , 3UFF4:C.: LT^ TO PROV:CE ND(- :/5 IN EMSEOWEMT IN 70 wr.) FUCK. 10) FLORIDA- ITRUD'ERS 1C=0 IEFIE- SANGI-E :LiA f K Si1(JYYN -r,S PRINT A. AP -JES 1-2:-E FLOP.IOA EAfRCIE.95 IS.'JO - SERIES S:NGLE HUMGS. 17) -HERE ' A+\..a IS Ni °LLv: :N %.,zr .2" CZz,r, STRUCT•::L : w!• 5Y :•, :''= SK .. I:SE j::; , - iUFFOC:E`.: AE.vG it - :-OE'F ALL :N--*- z7.cIs-- B.v. BUCK WIDTH) INSTALLATION ANCHOR OTC BY v0pp 7/16' DIA. TAPCON BUCK BY OTHERS SHIM AS RCO"D. RIGID VINYL I/(' MAx. GLAZING BEAD ( SEE NOTES) TYPJ CLASS - --- TTPJCSEE NOTES) FLAMOC TTPE'' . WINDOW FRAME AND CAULK BETWEEN I-1/•• MIN CIBED-I- r D ST 0 BY THERS C7 W. 1111LIF VINDOV FLANGEj v t V000 BUCK 1PERIMEETERCAULKOTHERS W.V. WINDOW WIDTH). CAULK BETWEEN VOOD BUCK t MAS'Y.. OPENING BY OTHERS SECTION B- B CONCRETE OR MASONRY OPENING BY OTHERS Fl, ^^ BG I T ER 37 SIZE NG7 A mLIELE IN 1000 OP, 1500 SZRICS. FLORIDA EXTRUDERS INTER - NATIONAL. SANFOP.D.I. D. FL FLORIDA TITLE: !NSiF.'_:_ 4i;CIN D=i-:1 SGl NuNc.. .-_pglf- ::! N-DG=- - S-'2;ES !000 i=00 E %000 DRAWN BY: i APPROVED BY: i CAULK 6ETVEEN VINDOV FIN C SHEATHING INSTALLATION ANCHOR 18 VOOD SCREV STUCCO By OTHERS ViNDOVHEIGHT a 1• MIN. EMBEDMENT - .. VINDOV.-VIDTN SHIM MAX. SHEATMING SHIN SPACC_.,_-__._.. BY OTHETVo ByRS TVO By V000 BY OTHERS STUD BrHEMINASES) SEE HOTEL OTHERS . SHIM AS RCO'0.- I ( SEE NOTES) ..._ B-O-A r • r lJ S i -'`l ` r••-- ._ l 11'jjil`llJa._t+`aJu PERIMETER CAULK . By OTHERS} 1 GLAZIG.ITYPJ SHIN SPACE L ! a c\r a .F99 .{ (SEE NOTES) 1FALS1 N\ +• X ..\( y51 S 1..'•. L - pa t -?5.• i.. St a _r t t }t' , t - i •_ , VOTt4RS FIN TYPE VINDOV FRANC.• •• t " ! _ AUl'lCTVEEN' HEADERFINirPft. r "{3 ns LDOV. FW ! ; VWD GLAZING (TTP-) { - -- -.._-.. _._ ... CIv FRANC$IEATHING ' cSEE NOTES) VINDOV JANB —_ ya LH .TES. 2=i' c• VID•INSTALLATION•)WCHQR I CAULK t8 SEREV A By OTHERS { t e STUCCO r BY OTHERS i SECTION a=6 B B MAX. 24* TTPJ LLEOl1AY SPACEVINDOV ANCHORS ( irPJ EIGHT -• _ _.._=-'r GLAZING ( iTPJ I I 1)) SHIM AS REO'0. ATEACH wSTALlAT1.OM iwCHOR. MAX. ALLOWABLE SUCK TO • SEE MOTES) UI_0 Jyl INFR"S TE 2) WINDOWFRauEMATERIAL- Atuuwuu_AEEOY•6063. - 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT. LTH- : j"• I T TO ACHIEVE wH. EweEONENT OF I- INTO WOOD DOCK.;.- . USE SILK ZED ACRYLIC CAULK BEHIND rAN00W p. TTPJI 6• MAX. Fw_,-t AT MEAD. SILL k JAMBS. 5) VSE Sa-KANiZEO ACRYLIC CAULK FOR PERIMETER SEAL -! I 6' MAX.<TTPJ AROUND EXTERIOR OF wwDOw FRAME.' I 6) IF EXACT WINDOW SIZE IS NOT -LISTED IN ANCHOR CHART. USE ANCHOR OUANTITY LtST_o WITH NEXT LARGER SIZE.-: - Fln TTPc ELEVATION T) GLASS iMICKNESS MAY VARY PER THE R£OWREWENTS'OF, , V INDOV FRAMCASTu E1300 GLASS CHARTS. PERIME TER SI SLTa E sell, vtEwEO FROM EXTERIOR B) rMISPRRINDA T ALSO APPLIEES10 THE SINGLE E7RUDEERSS 11500• CAULK —\ BY OTHERS 3T OTHERS AND 2000 SERIES SINGLE HUNG WINDOWS. ... INSTALLATION ANCH0, R as -im- 3 SCF,Ev S7UEE{7 I • v By OTrc3S CAULK BE7VEEN ViNDDL FIN zS<rA-l'_"lNc- c. 3, O7._?S Iva cT VGOD 3T 07r, ERS EY=_jN: NT REVI DESCRIPTION DAT; ''N' FLORIDA EXTRUDERSINTERNATIONAL. INC SANFORD. FLORIDA TIT!,: INSTALLATION DE —:L W/=? SCREWS I I DR AW NBY: 33 APPROVED BY: 67 CONCRETE OR MASONRY OPENING BY OTHERS ONE By WOOD BUCK BY OTHERS CAULK BETWEENWINDOWFLANGE L WOOD BUCK STUCCO J BY OTHERS PERIMETER CAULK BY OTHERS GLASS (TYP.) SEE NOTES) VAvINDOV HEIGHT) PERIMETER CAULK BY OTHERS INSTALLATION ANCHOR 3/16' DIA. TAPCON CAULK BETWEEN WOOD BUCK t NaS'Y. OPENING p BY OTHERS 1-1/4• HIM. p a EMBEDMENT B.V. I-M.• •I" CONCRETE ORBUCKWIDTH) C'((0.C"r MASOMPT OPENING BY OTHE.R. SHIM AS REO'D. D I/A' Mal. SEE NOTES) INSTALLATION ANCHOR GLASS (T) 3/l6' DIA. iAPCON SEE NOTES) l IB) v Y1,01 SHIN A]REO'D. NA1/4' MAIL cSEE NFLANGE WINDOW FRANC W.W. RIDGED VINYL A GLAZING BEAD Bit — BUCK HEIGHT) RIDGED VINYL GLAZING BEAD FLANGE TYPE WINDOW FRAME A --J E1 EVATION B RIDGED VINYL GLAZING BEAD n C7 BY WOOD 6Y OTHERS FLANGE TYPE WINDOW FRAME CAULK fi o WINDOW FLANGE FLANGE PERIMETER t WOOD BUCK CAULK BY OTHERS CAULK BETWEEN WOOD BUCK t V.V. MAS'Y. OPENING VINDOV WIDTH) \ BY OTHERS SECTION B-B I 2-- D.C. HAA. (TTF.) 6' MAX. (TIP.) II la 1 I:VIEWED FROM Ex i ERIOR G CAULK 9E;V`N 1 WINDOW FL— F. ELPR_CAST S C2 AP9V'6 =-_ r. I 7 1 NOTES 1) SHIM AS REO'O. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE SHIM STACK TO BE 1/4. 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) 3/16 DIA, TAPCON INSTALLATION ANCHORS MUST BE OF SUFFICIENT LTH. TO ACHIEVE MIN. EMBEDMENT OF 1-1/4- INTO MASONRY OR CONCRETE. O USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD G JAMBS. SILL MUST SEATTACHEDTOTHESUBSTRATEWITHVULKEM116ADHESIVECAULKORAPPROVEDEO'JAL. 5) USE SILICONIZEO ACRYLIC CAULK FOR PERIuETER S +L ARGU)IO EXTEPIOR OF WINDOW FLANGE. 6) IF EAACT WINDOW SIZE IS NOT LISTED IN ANCHOR Cr. ?;. USE ANCHOR OVANiITr LISTED MIH NEAT LARGER SIZE. FOR THE APPROPRIATE DESIGN PRESSURE REO'O. 7) GLASS THICKNESS MAr VARY PER THE REOUIP.EMENTS OF ASTM E13W CLASS CHARTS 6) wi ERE SP.aCING BETWEEN TAPCON ANCHORS EXCEEDS 2- IN. O.C.. )p, SCREWS OF SUFFICIENT LTH, TO PROVIDE MIN. 5/8 IN. EuBEOuENT INTO WOOD BUCK SHOULD BE INSTALLED. FLORIDA EXTRUDERS 1000 SERIES FIXED WINDOW IS SRO%.. THIS PRINT ALSO APPLIES TO ;HE FLORIDA EXTRUDERS 2000 SERIES FIXED WINDOWS. 10) SEE PACK OF THIS SHY. FOR WSTL'N ANCHOR REOUIREMENiS. 11) APPLICATION OF VULKEM 116 ADHESIVE CAULK AT FRAME SILL MUST COMPLY WITH SEALANT MANUFACTURER'S RECOMMENDATIONS. 12) WHERS WIrIDOW IS INSTALLED IN MASONRY OPENING Wrr. A STRUCTUAL TIO or WINO BUCK, USE j:0 SCREWS OF SL'FFICICNT LENGTH TO ACHIEVE 1-3/3' MIN. EAI M+TENT, 13) WINDOW UNITS CAN 2E MULLED TO OTHER UIITS USIVG ALUMINUM TUBE MULLION SEEMULLIONINSTALLATION5.7-ETS FOR REOUIREMENTS, FLORIDA EXTRUDERSRUDERSINTERNATIONAL. INC SANFORD. FLORIDA TITLE [PIST.ALLATinN DET V/ O i_ BY iUC,< iX=D iL V, t;N;,UJ - S k;r: :000Z 2000 DRAWN BY: APPROVED SY: D, I_":7/Z;2,C (SCALE:NTS IDv;G..-LE,OGeE S.<__i i U _ SHEATHING. BY OTHERS CAULK ECiVEEN v[nDGV FIN L SMEATniNG INSTALLATION ANCHOR •S SCREV EX iERIOR FINISH eI OTHERS PERIMETER JCAULK By OTHERS V In DOVHEIGHT EXTERIOR PERIMETE.- CAULK 5r OTHERS v=G.B SCRE•= Eli_RiC%-iNISr. GLAZING SCE NOTE 6) I' HIM. MaEBMEMf F—VOOD FRAMING BY OTHERS I I I / C AVL< S TIr: - - SHIN AS REO'DCENTRAL FLO JDA R•O•A•F• SEE NOTES) x7aR NAME* n,NjjF'ACE' 1/4' MAR, / U SHIM SPACE MASTER FHX '# BUCK HEIGHT V ni FIN TYPE VINDOV FRAME SHI +JM1 cSEE .vO:EMI GLAZING SEE NOTE ') EXTERIOR FIN TYPE VINDOV FRAME A. ELEVATION VIE`M1'E", FROM=XTERIOP VOGD F.2ch!.vE I 1 ,. 9UCX 5r VINDOV VIDTH t/4 MAX. SHIM SPACE VOOD FP."IMF By OTHERS SHEATHING By OTHERS INSTALLATION ANCHOR 8 SCREv CAULK BETvEEM VINDOv FIN l SHEATHING SECTION B—B RERInE1fR EXTERIEIR FINISH CAULK Bt OTHERS BY OTHERS i B NOTES 1) SHIM AS REO*O. At EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4-. 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHORS MUST BE OF SUFFICIENT LENCHT TO ACHIEVE MIN. EMBEDMENT OF I' INTO WOOD FRAME. 4) USE SIUCONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR, OF WINDOW FRAME. 5) USE SIUCONIZED ACRYLIC CAULK BEHIND WINDOW FIN. 6) CLASS THICKNESS MAY VARY PER REOUIP,EMEWS OF ASTM E1300 CLASS CRAP.iS. SINGLE GLAZING IS SHOWN, INSULATING. CLASS ALSO OUALIFIEO. 7) FLORIDA EXTRUDERS 2000 S-FRIES FIXED PICTURE WINDOW IS SHO'NN. THIS PRINT ALSO APPUES TO THE FLORIDA EXTRUDERS 1500 AND IOOC SERIES PICTURE WINDOW. 8) SPACE INSTALLATION ANCHORS AT 6 MAX. FROM CORNERS AND MAX. 24- O.C. DESIGN PRESSURE CAPACITY OF INSTALLATIONS. WITH. ANCHOR SPACING AS STATED. IS 70.0 PS, FOR ALL AVAILABLE SIZES UP TO 73- X 71' OR 63' X 95- OP. 119- X 37-3/6- MAX. 9) WINDOW UNIT CAN BE MULLED TO OTHER UNIT] USING ALUMINUM TUBE M-JLL:ON. SEE MULLION INSTALLATION SHEETS =OP..:E-IF.EMEWj TERNATIONAL, INCFLORIDAEXTRUDERS `"ANFORD, FLORIDA TITLE: INSTFLLAT 161N F!- TAiI- W/ ra uCIQD SC'EU FIXED F INI h[ND'I - SEr'.TEFIXED - 201 O I000 DP. WN, EY: B I APPROVED BY: I' NIK HEATHING IY OTHERS CAULK BEHINB FIN TvO BY BUILD DOVN BY OTHERS VM•HLL •B INSTALLATION SHWN SPACE ANCH i rSCREV ( TTP.) Tv0 BFRAMING SHINASREO'D. BY OTHERS SEENOTES) _ CAULK BEHIND F!N FIN FRAME JAMB :.='•:: ` . NOTES. I INST11LLA7[ON HOR SCREV tTrP SHIM AS RCO'D. CSEE NOTES) 1) SHIM AS REO•D. ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD BEARING SK". MAX. ALLOWABLE Sw" STACK TO BE 1/4". _ 2I wiNOOW FRAME MAMMAL' AIIwINW ALLOY 606}. GLAZING tire. SEf NOTES) Vr HILL 3) USE SILCOwZED ACRYLIC CAIAX BENNO WINDOW FIN AT HEAD. SILL k JNt8S. t s) USE SIK'Ora2E0 ACRYLIC CAULK FOR PERIETER SEAL AROUND EXTERIOR OF WINDOW FRAME_ C- MCKC TJ+ 5) GtVISS TiafXH£SS wr VARY PER THE REOIxREHtEMS OF ASTu E1300 GLASS 1 ,3N.. JAR. CHARTS. SINGLE GLAZING IS SHOWN. RCSIAJUNG GLASS IS ALSO OUAlrt1ED..:• SH[AffBNG7 6) SCREW ANCHORS AT HEAD. SILL B JAMBS SHOVLD BE /8 SCREWS OF SUFFICIENT _ BY QTMERS nr LTH. 70 PROVIDE MIN. 1 RL wN. -EMBED. ENT INTO WOW FRAME. PLACE 18 .. fj r^ EXTERIOR FINISH SCREW ANCHORS 6• FROM CORNERS AND 24' O.C. MAIL EXTERIOR i . ),•,_'_ BYOTHERSBUILDDOWNAROUNDCURVEDPRDONOFWINDOWntwETOBEENGINEEREDBYsr=' '•G EXTERIORFIMISH;i.':I+e-:'R;•, OTHERS. BMD DOWN MUST BE OF SUFFICIENT STRENGTH TO ADEQUATELY BY OTHERS.:: TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. PERIMETER CAULK 8) FIORIW EXTRUDERS 1000 SERIES OESICNER MANDOW SHOWN. THIS PRINT AL50rr; BY OTHERS APPLIES TO FLORIDA EXTRUDERS 1750 SERIES &.2000 SERIES. V t VIDTM PERIMETER CAULK W COuuOH CONFIGURATIONS. IT IS NOT INTENDED TO LW USE OF 9) CLEVAT10SHOWBYOTHERSTHIS PRODUCT TO THESE TWO COMFbGuRATIONS. THIS SHEET APPLIES TO ALL FIN FRAME HEADER CONFIGURATIONS THAT CAN BE MANUFACTURED FRO" THE 1000. 1750• h 2000 SERIES DESK;MER I= WINDOW FRAMING SYSTEMS. SECTION B-B 10) WINDOW UNITCANALSOBEMULLEDTOOTHERUNITSUSINGALUMINUMTUBEMILLION. SEE MULLION INSTALLATION SHEETS FOR REOUIREUENTS. GLAZING MTYP. SEE NOTES) Im EXTERIOR PERIMETER CAULK BY OTHERS XTERIOR FINISM -- IY OTTERS 8 INSTALLATION NEHOR SCREv ITrP_, SHEATHING By D7HERS FIN FRANC SILL SHIM AS REO' D.- SEE NOICS) / I L SARI i7ACE EXTERIOR ELEVATION I I t• O 3r FRAn;rr 3, OTHERS f !. 71. CAULK BEHIND( FIN y; s SECTION, A- r 2002 w IT EXTERIOR ELEVATIONFLORIDA EXTRUDERSINTERNATIONAL. . ] TITLE: FIN INSTALLATION DETAIL DESIGNER FIXED WIt, DGw 1000• 1750, & 2000 SER DP,AWN BY: BBAPPROVED BY: DATE:O2/14/ O2 SCALE:NTS owc.: FLEX0037 ONE BY BUCK BY OI HERS INSTALLATION ANCHOR A10 SCREW 1-3/8- MEI. EMBEDMENT BUCK WIDTH SHIM SPACE CAULK BETWEEN VINIXIVBy DOWNOTHERSFLANGELSHEATHINGSOAPPLIES NOTES FRAMING SILL) i) SHIM AS REO.O. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. By HBrOTHERS ALLOWABLE SHIM STACK TO BE 1/4-. LYWOOD (T TP12) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. FT OTHERS1_3/8- MIN 3) TAPCON INSTALLATION ANCHORS AT SILL MUST BE OF SUFTCIENT LTHL TO ACHIEVE SHIN AS RCOD4BUILDEMBEDMENTMOM. EMBEDMENT OF 1-1/4' INTO MASONRY OR CONCRETE" 110 INSTALLATION SEE NOTES) ES) SCREWS AT NERD h JAMBS MUST BE OF SUFFIOENT LENGTH TO ACHIM 1-3/8- MIN. EMBEDMENT INTO WOOD FRAMING AND BUILD DOWN WHERE REOuRED. CXTCRIOR FINISHINSTALLATION ANCHORS @ SCREWS TO BE PLACED 6 IN. FROM CORNERS k 24 IL TIT OTHERS•. O.C- MA7C .. .. ..,•.. .. WINDOW FRAME 4) USE SUDON11MACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD. SELL Q JAMBS. JAMB•.. S) USE SUCOMOZED ACRYLIC CAULK FOR PERIMETER SEAL AROUAND DMERIOR Of WINDOW FLANGE. - GLAZING <TYP, 1/ 4 MAX.• 6) GLASS THICKNESS MAY VARY PER THE REOUVREMENTS OF ASTu E1300 MSS -;:. .,. SEE NOTES) SHIM SPACE CHARTS. SINGLE GLAZING IS SHOWN. INSULATING GLASS IS ALSO WALim. tA7) BUILD, DOWN AROUND CURVED PORTgH OF WINDOW FRAME TO BE ENGINEERED BY OTHERS. BUILD DOWN MUST BE OF SUFFICIEM STRENG-DITO ADEOUATELY TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. PERIMETER CAULK By OTHERS WINDOW FRAME HEAD WIDOW HEHLIftEXTCRIOR WINDOW FRANC - SILL PERIMETER CAULK BY 07HERS EXTERIOR —\ FINISH BY OTHERS 8) FLORIDA EXTRUDERS 1000 SERIES OESWHER WINDOW SHOWN, THIS PRINT ALSO . APPLES TO FLORIDA EXTRUDERS 1750 SERIES & 2000 SERIES. 9) ELEVATIONS SHOW COuuON CONFIGURATIONS. IT IS NOT MENDED TO LIMIT USE Of THIS PRODUCT 70 THESE TWO CONFIGURATIONS. THIS SHEET APPLES TO ALL PERIMETER CAULK SHIM AS REO'D CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1000. 1750• G 2000 BY OTHERS SEE NOT SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS. 10) WINDOW UNIT CAN ALSO BE MULLED TO OTHER UNITS USING ALUWNUM TUBE WINDOW WIDTH MULLION. SEE MULLION INSTALLATION SHEETS FOR REOUIREMENTS, GLAZING ( TYP. SEE NOTES) SHIN AS REO•D SEE NOTES) CAULK BETWEEN Q VINDOWFLANGEBUCK CAULK BETWEEN WOOD BUCK t MASONRY OPENING BY OTHERS COHERE TE OR SECTIOh•J P.-A NAS@RTBI OTHQ?,S BUCK HEIGHTL 1/.- MAR SHIM SPICE EXTERIOR ELEVATION e 1 EM CDMEN EN FLORIDA S.O.A.i. llAlVUAC TURER N TFiE: ONESTvDDD -- ( 1 BUCKBTOTIOERS - It^. ...MASTER FHX CAULK ECCN. TWO By BLOCK L.CRICREIE By OTHERS INSTALLATION 810 SCRCV..: srt:cl>,':s:•sSi'iY' Y7' m h_ 1,, r.-,,.,.CDHCIiLiCY1R3 : 1ASDRT i.,• BY OTHERS''^•;' EXTERIOR FINISH SECTION B— B or OTHERS . WINDOW WIDTH A WEIGHT HEIGHT BB I A EXTERIOR ELEVATION FLORIDA EXTRUDERS'" SANFATIONAL, INC o D, FLORIDA TITLE: FLANGE INSTALLATION DETAIL V/ FP.ANE BUILDDOVN DESIGNER, FIXED VINDOV 1000, 1750, & 2000 SERIES DRAWN BY: BB I APPROVED BY: DATE:02/ 12'02 SCALE: NTS IDWC.: FLCX0036 SHEATHING By OTHERS i r C / STUCCO J OR ,SIDINc(i BY DTHERS PERIMETER' CAULK BY OTHERS i INSTALLATION ANCHOR '— 0002 VIDTH / i SHIN AS RE'0'D r8 SCREv. ' cSEE NOTES) CAULK BETVEEN Tv0 BY VQODDOWFLANGEByOTHERS SLIDING GLASS t SrEATHINIG DOOR FRAME JAM2 SHIN SPACE r 1-1/8' HIM. ; EnBCDHEnT zEMPERED GLASS,' -, TYPJ SLIDING GLASS .® OM FRAME / HEAD v lOA COArpyo _ - •--- t SLIDING GLASS DOOR FRAME SILL MAX, ]HIM WALL INSTALLATION AISHORTVOByv00Dr2SCREV 1-1/8 HIM • BY OTHERS. EMBEDMENT-"" ^-- TVO BY V000 BY OTHERS""^---•-_. CAULK BETVEEN„ HOOK STRIP t ' SHEATHING .. •4.{.•' a SLIDING GLASS DOOR , HOOK .STRIP SHIM AS R£O0. 1 y_ .° — JT j I. ; xnra• f/!i SEE •NOTES)- _._ -- z z I INSTALLATION ANCHEIRF•'- Fi •3 :L 1/B'-MINI98SCREV - iEMBEDMfrcr A +I CD K`BEAHTiCVNECEN`-' f ! t.•SHEATHING SHEATHING.. _ BY OTHERS SHEATHING BY OTHERS TEMPERED GLASS .;I. STUCCO (TYPJ - -- - PCCO OR .. OR SIDWG °i j BY OTHERS SIDING ,-L..•;...', ,:_ BY OTHERS `VSLIDING-GLASS DOOR INTERLOCK _ , C f --.:_ _ _ SECTION B-B __.. 1 T z .0 y HOOK STRIP DETAILrfh.1 A AwlNorm _et D DOOR NATEaIAL. A4_Wl M ALLOT 6061 •, 1 y C;.. C' V ~ v •/i} ZH 10 WTTALLAtWN SMVS MJSI SE cr SAirICiENT LEGTN TO ACHIEVE MEN EMOCONEf Cr 1-1/6' INTO VWD. TAPCON TTPE INSTALLATION ANCHORS AT ML HVTt,or Or 1x1.:'(;;Yn(. T: i••.=•. -•r UjrftCIEMTLENGTHTOACHIVVEKNCMaC6EMTOrI -I/•• WTO'NA'.ONQT OR COCILrrC- 1 :•..t;. b INS iAu•ftOM ANCHOR CuRI 01 MCK Ir THIS SHEET. - - •'+;_ .j, is iiifv'{ -"I+; .:.% AI DSC S0.KOAZED ACRr IC CALL[ SCNWO DTXY. rLANGC AT HEAD L JAMS T/ VSE SRICOQZ(D ACRRIC CALK r01 PEPIETCR SL-.L AROIND Er T(RIOR 0(-Oc0t.—:.—t Y._{C ii .T'• 6) L CSA(T ZE. SIZE IS NOT LISTED IN ANCHOR P CHART. USE ANCNat QPwTiir, Llii(D Vi1M El[i _• ::I'•C L ' tfiRsrzE. rpT 1N( APPG RIAtt DCiKM PRESSOR-E IOro. - ;: r}} Cl TI rDRPOCAEIDOWSIZESLTSECLOSESTMASSDOMSITEtCOWIGTAATM. TO rDCDEp 4'DIT+43TZ(tjj I:.r.-'` _+ B B - PLACE WSfALLATION ANCHORS. IN rR(INr 0r HOD: SIRtP AS SHOVN. .I DI riASSTMIC..ESS NNr VARr PER REOUIRUCWS 0r ASTN CI)W CLASS CMARTS. 9N 00 IINT IT APPROVED USING /EHNrERCO Ofl AT: In flHC (A,AZCD ER INSULATING SILL CORNERS AR 10H JAMB ETOSESEALEDVITN A SMALL JOINT SCAM SEALCI ID SnW AS RECD. AT rA SET OF INSTALLAttp: ANCHORS MI. ALLQL/A1lLC SHIM T1AC. 10 ME VA'. uN ALL INSTALLATION ANCH6S NUSr BE HAVE (IF C9=TOM RESISTANT MtEP.IALT. L\ / Il \ R , ' A •"- 13H VHF! -F' R_AaESCNI<- HOVDG PANEL ANNp Ir REPRESENTS r1.E0 FAACL APPROVCD _ 1 / COCIGURATION: ARE AS LISTED ON AHp62 CURT ON W. Or THIS SHc'_r. EXTERIOR E L E `J A T I ON 1•H SCC ALL COCIGI.9-S' NT LISTED ABOVE A:t_ PP'-1ON STi DRA.INSTALLATION H ALLAP INTT.LLAlION EHBEDH¢Nr COW CANT TI A'. '9-9- L Hp. STRIP D"i 7AIL APPi1C INSrALLAiION Q ALL APPRO`FD G i : _ COWrtOni. I-1/4' MIN. 2 PwN£L Dl.p SHc,JN IL rl61l DA ET IRVD01000 SERIESSLIDING (LAST DOOR IS LO1rN THIS PRINT ALSO APP_ICS r0 _ 1 2000 SERIES A D TOO SCaIEi 0 o LIBERALLY APPLY T CAULKING UNDER. SILL 09 SET SILL IN BED — !NSTALLP.%iON ANCHOR I _. Or CONCRETE 3/: 6' D!= IA.CON S' C 1 ? UN A Fc 1201J2 I, J TEMPERED I GLASS (TYPJ 7IDOOR . I HEIGHT D PERIMETER CAULK BY OTHERS DESCRIPTION DATINI C a I\ 1 D' A T / - I L INT.RINC. RS E $ANFORD" EL. { TITLE: SLIDING, GLASS DGOR. TNSTALLATION WITH K° SCPEWS DRAWN BY: ?3 I P-PPPOVED BY: ATE: !2/!7/01 SCALE: Ni- IDWG sL;.c<T S;:I I 1000 P.V DESIGNER SILL (TYP.) • R8 X 3/4 SELF TAPPING SMS I X 2 X 1/8 TUBE MULLION SEALANT BETVEEM VINDOV FLANGES' L MULLION SEALANT BLIVLLr - u \-18 X 3/4. SELFVINDOVFLANGES L MULLION - 1000 sx TAPPING SMS HEAD (TYP.) SEALANT BETVEEN VINDOV FLANGES . SECTION A -A • (1) L MULLION 1000 .P.V DESIGNER SILL (TYP.) 88 X 3/4 SELF TAPPING SMS I X 2 7/16 X 1/8 TUBE MULLION I SEALANT BETVEEN VINDOV FLANGES- L MULLION R8 X 3/4 SELF 1000 SJ{ TAPPING SMS HEAD (TYP.) SEALANT BETVEE14 SECTION A -A (nVINDOVFLANGES L MULLION 1000 P.V./DESIGNER SEALANT'BETVEEN SILL (TYP.) `-'INDOV FLANGES L MULLION x8 X 3/4 SELF TAPPING SMS I X 4 X 1/8 IrfU I-ISU11 / TUBE MULLION 58 X 3/4 SELF TAPP_NG SMS1000S.H. HEAD (TY?.) 1000 P.V./DESIGNER AUXILIARY PLATE SILL (TYP.) (FCR ADDITI@ML AnOaRS, V424 RECUIP-cD) . O 48 X 3/4 SELF TAPPING SMS E) IX2X3/8 TUBE MULLION DETAIL C CENTRAL F LUMDA A y7/p BY VppD CK BY pTHEFR8X3/4 SELF 1000 S."'TAPPING SMS UAl CTUPt R NAM: HEAD (TYP.) OR/% 'c`i1Y)(' SECTION A -A (2) 1000 P.V./DESIGNER SILL (TYPJ R8 X 3/4 SELF 1000 P.V pESIGNER TAPPD4G SMS SILL (TYP.)' TUBE MULLION 3/8 / TAPPING SMSLF SEALANT BEivEEN VINDOV FLANGE l MULLION 98 X 3/4 SELF 1000 S.H TAPPING SNS HEAD (TYP.) SECTION A -A (4) 1000 P.V./DESIGNER SILL <TYP.) R8 X 3/4 SELF TAPPING SMS j I X 4 X 3/8 nfTrHlF sty-Il— / TUBE MULLION 08 X 3/4 SELF 1000 S.H. TAPPING SMS HEAD (TYP.) is APPLIES TO HEAD & SILL WHERE I' X 4' 2' X 4' TUBE MULLIONS ARE USED INSTALLATION ANCHOR C8 VOOD SCREV (TYP.) EXTERNAL MULLION INSTALLATION CLIP —' L1 I/8' MIN. EMBEDMENTI ELEVATION VIEWED FROM EXTERIOR pfTAll R APPLIES TO HEAD x SILL WHERE I- X 2- d: V X Z 7/16' TUBE MULLIONS ARE USED ac.rwcc r' i STALLATIDN N4010R VDOD SCREV YPJ ORIZ. CLIP n8 X 3/4 SELF TAPPING SMS 1000 S.H. SECTION A -A (7) 1 1/8• MIR HEAD (TYP.)EMDEDMEMT FLORIDA EXTRUDERS INTERNATIONAL. . RIDA TITLE:SER. 1000/1500 FIN SHEET 1 OF 2 HORIZONTAL MULLION SECTIONS SEE OTHER SIDE (SHEET 2 OF 2) FOR DESIGN PRESSURE CAPACITIES DR.AWY BY: MS'H I APPROVED BY: 2X4X3/8 TUBE MULLION GINE El. vo-rD-- Q Ei M CX2X1/2 X 2 X 3/E? Y C. ER s13Lkv-LMN CK E 2 2, V..NE tTyp.; A Tui r- rc .7, H.Aff, TY'riTH-EPS TF. ge x U.2 so-F EmSE-13MENi;C X I/E SELF TAPF;xc. ji a , 7 tj 40 TIENiztil" f I trVI71t7 Tr_R fttSTTlmqL C. pe 0 astAPP14—C:_Vlls TTinis *C! i ... . ....... TY oh tc sc TO H7, %AP JO HEADRqTl0N-_A:;A-(2 ...... tcCieGil MEAT) 2 .......... 6 X 3/,61 -1 fvT7/16'lx.*_*I`/6 TIES IPJLL,GN j %Z. r .-JAMB _(Ty7t Tif -too SA :vEE WXLILPNIC-10 SA JAMBA4E (Typ.) (TYP.) T E X !12 SELF T".ppaki S-S 8 X t/2 SELF ::s X !12 S.MS TAFrPNG SMS SILL C'LIF---.-:— 7-; SZ.4LALNT ETVaNSELF MEACVINDOWFLAtc--s 7:,FZTV.-- E-:TV,—," 0 MzENTA =P NG SMS - I I . - - . - L 9,LU FLAtg;--S- qN-ICJ FLAtZES 8*,a4&'MLLLM, x, -A -110N- A -A 7 V7SEC SELF -96- X ;;r-As S f TAPPINGSMS - jAg. ING SmS I SFCTION -A —A 7GR 41MUMN-L AN040r, S, REC\ufk_--b)% _aECDONA - A (4j L X. 4 X VS ------ TLIZE MULLMN TUEE AULLIGN 13-0- IJ F- 7-2,_,ru &L 'FLO TAW.: y V CC^. S.Ft JAMS ( TIP-11 2 X - - S 7-;- s: 1 Sp S j4. MIS tE z i/--- SELF TAPP: N1- SMS 7 7 IF j v\ lc— FRO"m EXTEF:CR lNnRNATl0KAL.- JNC FLORIDAEXTRUDERSSANFORD, FLORMA TITLE:: u S C T7 0 i A-PPFOVEI) BY: w MIAMIOADE PRODUCT CONTROL NOTICE Or ACCEPTANCE Premdor Entry Systems 911 E. Jeterson, P.O. Box 76 , Pittsburgh ,KS 66762 MIAMI-DADE COUNTY. FLORA METRO-DADE FLAGLER BUILDI; BUILDINC CODE COMPLIANCE OFF1 Mf:rRO-DADE- FLAGId:R BUILIN 140 w1s'r FLAGLEIt STRI:IiT. sure: 1, MIAMI, FLORIDA 3313U.1 305) 375-2901 FAX (305) 375-2- CUNT-IL c-rou I.ICI:NSI,YC SI-c-rl 3U5) 375.2527 FAN (305) 375-: c•aa'rlc.t-roR I:rUltc•I:an•:w'r nn'ISi 305) 375.2966 I -AN (M) 375-: PIioUUt: r CONTROL UIVIS, 305) 373.2902 FAN (305) 372.1 Your application for Notice of Acceptance (NOA) of: Entergy 6-8 S-W/E Inswing Glazed Double w/sidelites Residential Steal Door under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types Construction, and completely described herein, has been recommended for acceptance by the Miami -Da( County Building Code Compliance Office (BCCO) under'the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure t product or material at any time from a jobsite or manufacturer's plant for quality control testing. if t product or material fails to perform in the approved manner, BCCO may revoke; modify, or suspend use of such product or material inimediately. 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.: 01-0314.2i EXPIRES: 04/02/2006 Raul Icoarnguez Chief Product Control Division THIS 1S THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW CONUMITTEE 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. ik l"'ROV'E D: 06i05/200 i X_r4_ 4-" Francisco J. Quintana, R.A. Director Miami -Dade Comity Building Code' Compliance 01'lic Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED EXPIRES JUN 0 5 2001 April 02, 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 00-0321.27 which was issued on April 28, 2000 approves a residential insulated door, as described in Section 2 of this Notice of Accepta designed to comply -with the South Florida Building Code (SFBC), 1994 Edition for Miami-[ County, for.the locations where the pressure requirements, ns determined by SFBC Chapter 23 not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.I The Series Entergy 6-8 S-!V/E inswing Clazcd Double Residential Insulated Steel Doors Sideiites- and its components shall. be constructed in strict compliance with the folio% documents: Drawing No 31-I028-EW-I, Sheets 1 through 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 0 1/11/00, bearing the Miami -Dade Col Product Control approval stamp with the Notice of Acceptance number and approval date by Miami - Dade County Product Control Division. These documents shall hereinafter be referred t the approved drawings. 3. LIMITATIONS 3.! This approval applies to single unit applications of pair of doors and single door only, as shown i approved drawings. Sirs -le door units shall include all components described in the active icaf o this approval. 3. 2 Unit shall be installed only at locations protected by a canopy or overhang'such that the ang'.e between the edge of canopy or overhang to sill is*lcss than 45 degrees. Unless unit is installed.ir non - habitable areas where the unit and the area arc dcsi;ncd to accept water infiltration. 4. INSTALLATION 4. 1 The residential insulated steel door and its componcnts shall be installed in strict compliance wit the approved drawings. 4. 2 Hurricane protection systeni (shutters): the installation of this unit will require a hurri, brotection systern. S. LABELING 5. 1 Each unit shall bear a permanent label with the nianufacturcr's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved 6. BUILDING PERMIT.REQUIRMNIENTS 6. 1 Application for building per shall be accompanied by copies of the following: 6. 1.1 This Notice of Acceptance 6. 1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marled to show the componcnts selected for the proposed installatio 6. 1.3 Any other documents required by the Building Official or the South Florida Building Co, SFBC) in or:icr to properly evaluate the insizillalLon of this system. tvlanu l 1 crc2, P.E. Product Co C Exam: Product Control Division Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED • JUN 0 5 2001 EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been fi. and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptar including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initi; submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the proddct or process shall automatically because for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. - Misuse of this -Acceptance as an endorsement of any product, for sales, advertising or other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any Portion of the Notice of Acceptance is displayed-, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. S. Failure to comply with any section of this Acceptance shall be CMISe for termination and removal Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OFTHIS ACCEl"''ANCE ManucYPcrcz, P.E.; Product Contr :ram Produ 'ntrol Division Glazed Units COP-WL-MAOIOD-02 FIBERGLASS DOORS 6'8" Height — Inswing X SinglesArrangement1 2'0" 1 1 COP-WL-MA0141-02 tl t 02-0419.08 Application Filed) t• , 52.0 NO TV 2'8" 2'10" 3'0" 3T Not Listed Not Listed 1 1Masonite1Miami-Dadet 2'8" + 1'0" 2'8" + 1'2" 2'10' + IV 2'10" + 1'2" COP-WL-MA0143-02 3'0" + 1'0" 3'0" + 1'2" 02-0419.08 Application Filed) t• 1 52.0 I NO X0, OX, OXO I I IV' + 2'8" + 1'0" COP-WL-MA0144-02 02-0419.08 Application Filed) 52.0 NO i 1'0" + 2'l0" + 110" 1'2" + 2'8" + 17' i'0" + 2'8" f 1'0' VG*'- 3'0" + 1'0" 17' + 2'10" + 1'2" 1'2" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8' 2'10" + 2' 10" + 2'10" 3'0' + 3'0" + 3'0" XX. OXXO t 2'8" + 2'8" COP-WL-MA0142-02 02-0419.08 Application Filed) 52.0 NO iI i 2'8" + 2'8" 2'lC" j TIT 3'10'" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0145-02 02-0419.08 Application Filed) 52.0 NO 2.8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above Chart also comply under [lie 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 (w:nv.masonile. com) or from the technical center. 4. Actual design pressure requirement for a specific building design 8 geographic location is determined by ASCE 7 (Minimum design loads for buildings and othar structures). National, slate or local building codes specify the edition required. Masonite In'arna,lonal structural, cyclic, air, water, forced entry/or impact testing Is done In accordance with Miami -Dade BCCO protocol PA201, 02 & PAK2, Oak aff AR O EW 1, 11, 1•h(', I,A(\ ,, IA 1'NY •I,C.nN News•..,.... fD•rrL.. fw..r Doe•. of r 79 Hutt Ow comer".: pup,— of p, p;"D .1101Q.-cmet mites fprbbolidnt. oesgn Ind p•odDr1 0, 1 W -.0.c l ID tNlgr -0ow wire. 1 Masonite International Corporation Clued Units X X0, OY, OX0 XX. OXXO COP-WL-MA0100-02 FIBERGLASS DOORS 6'8" Height — Outswing 2'0" 2'6" 02-0418.03 2'8" COP-WL-MA0161-02 (Application Filed) 55.0 NO 2'10' 3'0". TV Not Usted Not Listed - = 2'8" + 1'0" COP-WL-MA0163-02 02-0418.03 Application Filed) 55.0 NO L r-2-10' + 1'0' 1 2'10" + 1'2" 3'G" + 1'0" TO' + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0164.02 02-0418.03 Application Filed) 55.0 NO 1'0' + 2'10" + 1'0" 117 + 2'8" + 'IT 1'0" + 2'8" + 1'0" I T + 3'0" + IV 1'2" + 2'10" + 17 17' + TO' + 1'2" TV . 2'6" _ 2'6" 2'8" + 2'8" + 2'8- T1G"+2'10"+2'10" i TO" + 37 + 3'0" 2'8" + 2'8" COP-WL-MA0162-02 02-0418.03 Application Filed) 55.0 NO 2'8" + 2'8' 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0165-02 02-0418.03 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" + TO" Jute: 1. Dccr arrangements using fewer panels than wha! is shov;m 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 ASCF 7 (Minimum design loads for buildings and olher structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done In accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203, 13 Oa aft AR EK"' 1.a,V..e1r lien 1.U..wzi %\ h.'TkY VOOR{ •MN M-#1u. EnO.:.: ire K 7Wi .- t.. o..u.. o..., Ow wuft'v propum of ofotw ;nsorovmmn ouhes sosoTntlons.alsiyn a"sniuo MaSonire InternatlOnal Corpora tior• Ee14a ;v:i.`a to 0qa witno.d mutt. Glazed UnWs COP-WL-MAO100-02 FIBERGLASS DOORS 8'0" Height — Inswing 1 , 2,G" 2'6" 7x7 218" _ 2'l0" 3'0' 3'6- COP-WL-MA0146-02 D.,O• , 02-0423.01 Application Filed) 40.0 1 NO Not listed Not Listed Arrangement i X3. OX, CX0 XX. OXXO Multiples, 218" + 1'0" COP-WL-MA0148-02 tl I 02-0423.01 Application Filed) t•Railing 40.0 ImpactRated NO 2'8" + 1'2" 2' l 0" + IV' 2'10" + 11" I XG" + 1'2- 1.0" + 2'8" + I.C. COP-WL-MA0149-02 COP-WL-MA0147-02 02-0423.01 Application Filed) 02-0423.01 Application Filed) 40.0 40.0 NO 1 NO 1'0" - 210' + l'O" V2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + TO" + 1'0" 1'2" + 2'10" + 1'2" 1'2" + TO" + 1'2' - 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10' + 2'10" 3'G" + TO" + TO" 2'8" + 2'a" 2'8" + 2'8" 2'l0' + 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" + 2'8" + 2'8" + 2'8" 2'10" + 2'10' + 210" + 2'10" TO" + TO" + TO" + 37 Notes: 1. Door arrangements usil;g fewer panels Char, what is st-Iown in the above chart also comply under the product approvals shown. 2. Assembly de!2i!s are available from. the Masonite International website (www.masonite.com) or from the technical center. 3. trsta:'a:ion ins!rections are available from the Wasonile International websile (www.masonite.com) or from the technical center. e. Actu2: design pressure requirement for a specific cuilding design & geographic location Is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or Impact testing is done In accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. 13 Oak aft w.....,. T" AR EK rNTMYJn(1011 .( W"Irrr.l.MpruG /Or". P11F 41. v::(.'//,"r.;.,. /V//lam//• °+, 0.r"-2 r;\r cwl,Innnu K pro; :not Prow"rtcproeletm :nuce roc::::bn, [tJgc ::q $r>:cLl Masonite International Corporation Glazed Units COP-WL-MAOIOO.02 FIBERGLASS DOORS 8'0" Height — Outswing ISingles1 X Masonileinternational11 I 2'0" 2'6" 02-0423.03 2'8" COP-WL-MA0166-02 (Application Filed) 2'10" TO" I• Rating 47.0 M-111;17111T.Ill NO 3'6" Not Listed Not Listed Arrangement1(width) X0. OX. OXO 2'8" + 1'D" masoniteInternationallade COP-WL-MA0168-02 EICCO 02-0423.03 Application Filed) I• 1 47.0 1 1 NO 2'8" + 17 2'10" + 1'0" 2'10" + 17 3'0" + 1'0" 3'0" + 17 1'0" + 2'8" + 1'0" COP-WL-MA0169-02 02-0423.03 Application filed) 47.0 NO 17 + 2'10" + 1'0" IT + 2'8" + 1'2" 1'0" + 2'8" + 'IT 1'0" + 3'0" + 1'0" 17 + 2'10" + 1'2" 17 + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 210" + 2'10" + 2'10" 3'0" + TO" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0167-02 02-0423.03 Application Fled) 47.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0170-02 02-0423.03 Application Filed) 47.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10' + 2'10" 3'0" + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural• cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade 8CCO protocol PA201 PA202 & PA203. O akr,raff AR EK e.alm."-le Le.. V11MKC1.AS5 CNTkY•OOONS N.^'a...+w F—r-1^ Oxen ADM • Masonite International Corporatior OWCo Wmeaialpprodnm of Padua :nmacmau maws sdecifkalan, xsyn and aaatl deal subwo to chew wanaa Mite. Opaque Units FIBERGLASS DOORS 6'8" Height — Inswing SinglesI JUTMm 17WIPM.1nl=ilt 2'0" 2'6" X 2'8" COP-WL-MA0101-02 2'10" 3'0" 3'6" Not Listed MittI.I• • I 01-1031.01 76.0 1 1 NO Not Listed Arrangement1(width) X0, OX, OXO 2'8" + 1'D" MasoniteInternationalBI COP-WL-MA0103-02 t 02-0109.10 Application Fled) t•Rating 55.0 ImpactRated NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 1'2" 37 + 17 37 + 1'2" 1'0" + 2'8" + 17 COP-WL-MA0104-02 02-0109.10 Application Filed) 55.0 NO 17 + 2'10" + 1'D" 17 + 2'8" + 1'2" 1'0" + 2'8' + 1'0" 1'0" + 3'0" + 1'0" 17 + 2'10" + 1'2" 1'2" + TO" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 210" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" . COP-WL-MA0102-02 02-0109.10 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0105-02 02-0109.10 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 210" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design 8 geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. Oakcraff AROE . F1M . Kr LASS KNTKM •DOOMS Na,wTa•vMrM["r [,rT Dar. r/lCJ', (CC..'' VIA •%n Ow• [ Oaa.• Aol[ 29,:001 Oa Coamwq Wog,. at orod.Cl anaoee o Inaeef toe ,JiWq S. ongn [no oloou0 Masonite International C o r p o r a t i o oCIJ[ suaeD to C"Ve ranae nave Opaque Units FIBERGLASS DOORS 6'8" Height — Outswing I 1 COP-WL-MA0121-02 r l r 01-1031.02 r• • t 76.0 t t NO 1 X 1 I 2T 2'6" 2'8" 2'10" 3'0" TV Not Listed Not Listed Arrangement1(width) X0, OX. OXO 2'8" + 1'0" masoniteinternationalMiami-Dade• COP-WL-MA0123-02 r•Rating 02-0109.09 Application Filed) 55.0 ImpactRated NO 2'8" + 17 2'10" + 1'0" 2'10" + 1'2" 3'0" + 1'0" 3'0" + 1'2" 17 + 2'8" + 17 COP-WL-MA0124-02 02-0109.09 Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 1'D" + 2'8" + 1'0" 1'0" + 3'0" + 17 1'2" + 2'10" + 17 1'2" + 3'0" + 12" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 37 + 37 + 3'0" XX. OXXO 2'8" + 2'8" COP-WL-MA0122-02 02-0109.09 Application Filed) 55.0 NO ' 2'8" + 2'8" 2'10" + 2'10" 37 + 37 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0125-02 02-0109.09 Application filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + TO" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design 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. O akcraff DUOµt AR EK'" FIMF'NGI.A53 KNTKY ra..A.vMIr...p"k.0ar• br"ri.M02 MaSOr111C International CorporakionOureoMmingoroonrrtoforoouCimplovemmlnknsoNoiulions, onion and oroouCs • oew suo,", to C..v •.iltmut notice. Opaque Units FIBERGLASS DOORS 8'0" Height — Inswing width), ,Mg 2'0" 2'6" 2'8" COP-WL-MA0106-02 2'10" 3'0" Singles X z.-FT-14ZLIN 1 , 02-0109.08 Application filed) 70.0 IMM.M. NO 3'6"' Not Listed Not Listed Arrangement— X0, OX, OXO th) 2'8" + 1'0" masanite iniernationai1., COP-WL-MA0108-02 1 02-0109.08 Application Fled) OP Raling 55.0 Impact Rated NO 2'8" + 17 2'10" + 1'0" 2'10" + 1'2" 37 + 1.0" 3'0" + 17 1'0" + 2'8" + 1'0" COP-WL-MA0109-02 02-0109.08 Application filed) 55.0 NO 1'0" + 2'10" + 17 17 + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 17 + 37 + 1'0" 1'2" + 2'10" + 1'2" 17 + 3'0" + 1'2" TV + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" TO" + 37 + 3'0" XX. OXXO 2'8" + 2'8" COP-WL-MA0107-02 02-0109.08 Application Fled) 55.0 NO " 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0110-02 02-0109.08 Application Fled) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design 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 8CCO protocol PA201, PA202 & PA203. 0 Oakcraff 1)OONS AR EK" Mr!Nf. r.A\< kN'1'MY f.•M h w"rw1 . () n0't 29. i007 Masonite International Corporation Ow twAmu ,O mowam o, arod,p maf emem makes $ tcitc "s. otson eM woom .. Onaa suortn,o trwgt WiIMW no1Kt. Opaque Units FIBERGLASS DOORS 8'0" Height — Outswing Singles (width) h1asonile International TO" 2'6" X 2'8" COP-WL-MA0126-02 2'10" 3'0" 3'6" • Not Listed Miami-Dade'8CCO 02-0109.07 Application Filed) OP Rating 70.0 Impact Rated NO Not Listed Arrangement X0.OX. OXO width) 2'8" + 1'0" h1asoniteInternationalt., COP-WL-MA0128-02 t 02-0109.07 Application Fled) r•Rating 55.0 1 1 NO 2'8" + 17 2'10" + 1'0" 2'10" + 1'2" 3'0" + 1'0" 3'0" + 17 1'0" + 2'8" + 1'0" COP-WL-MA0129-02 02-0109.07 Application Fled) 55.0 NO 1'0" + 2'10" + 17 1'2" + 2'8" + 1'2" 1'D" + 2'8" + 1'0" 1'0" + TO' + 1'0" 1'2" + 2'10" + 17 1'2" + TO" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 210" + 2'10" 3'0" + 3'0' + 3'0" XX. OXXO 2'8" + 2'8" COP-WL-MA0127-02 02-0109.07 Application Fled) 55.0 NO ' 2'8" + 2'8" 2'10" + 2'10" TO" + TO" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0130-02 02-0109.07 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonife.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. 13 Oakcraff 1. '1 < • A AR k EK1" 1. ..1t ,.. M :Mti1.ASS FN'1'NY`nOOKS Mrs__F—r.0e"wl 0— AVd 2•nW Masonite International CorporatioO/ Com" V 0lootam of MpdW inprovaOMI main ipeCili Al . dngn And pfodun - Oe1aa sugKl b C1,Y,ge wdr1 d notice. X Unit 1 6• TYP. UNIT 8'0' UNIT 15/16* 17-1/8' MAXIMUM ON CENTER TYP. 6 per vertical framing member 2 per horizontal framing member Hinge and strike plates require Iwo 2-1/2" 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: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include 18 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF 8 PA NOS for southern pine lumber with a side member thickness of 1.1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. 0 A01il29.2002 Masonite International CorporatioriOwcw—M v MOglam 01 WWW mDr a em mares soecdKalmm Oes-an a4 MOduM Otud MIMI 10 CNngt wahou1 oM[t. XO or OX ' I 1 1 1 Unit t SINGLE DOOR WITH 1 SIDELITE CL TYI MYR• s• P. F*TYP. TYP. 1 1 1 1 1 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 2-1/2" long screws per location. Rough Opening 1 Width of door unit plus 1/2" Height of door unit plus 1/4" Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA At 56.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include 98 and 110 wood screws or 3/16"'Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & 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. Alto 29 2701 Masonite International Corporatiorti IH„ lMl.i. n: YJJam 41 O,yoKl mYJ.tnK^I ny1t1 SYCCASw Oni. ottgn YK YJCJCt drud wo1K1 to CNnot ,vdiqul noUCt. Ox0 Unit SINGLE DOOR WITH 2 SIDELITES UNIT 8'0" UNIT 15/16' 17-1/8' MAXIMUM ON CENTER TYP. Minimum Fastener Count 6 per vertical framing member 11 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. Rough Opening 1 Width of door unit plus 1/2" Height of door unit plus 1/4" t t t t t t t t t t t Latching Hardware: Compliance requires that GRADE 3 or better (ANSVBHMA A156.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include 18 and 110 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF 8 PA NOS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively. each with minimum 1-1/4" embedment. 3. Wood bucks by others. must be anchored property to transfer loads to the structure. 0 A01429.2002 MaSonite International Corporation ay tonu w p O W Yn UI yIuG.V -•J."nou nU,tf ,ytCd[Dyn•. Otlgn JnC V Voun peud fu0Ke1 to ;r.noe .Jamul Mddt. OXXO I I 1 1 1 Unit r DOUBLE DOOR WITH 2 SIDELITES 6' 3' 6- CL T TYR TYP. TYR t t, 1 4 1 A 1, / 1 / l! / I l l l l t l l l l I l l 1 1 1 j TY1 6'8' I ll 1 I ll II I II 11 I 13- UNIT 8'0" UNIT 5/16' 17.1/8" MAXIMUM ON CENTER TYR Minimum Fastener Count Rough Opening •1 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 At 56.2) cylindrical and deadlock hardware be installed. UNITS COVERED BY COP DOCUMENT 3147 or 3167 Compliance requires that 8" GRADE 1 (ANSI/BHMA A156.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include /8 and 11O wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF 8 PA NDS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others. must be anchored properly to transfer loads to the structure. a Aprd29.2002 Masonite International Corporation Ow ca, :kwv podram 01 aodu . Wo•emem masts spted<Atm. desgn and Wodun dead swim m c+anot whew r1oke XX Glazed Inswing Unit APPROVED ARRANGEMENT: orF'• O Double Door Maximum unit slae - 6'0' x 6'8" Design Pressure 52.0/-52.0 Limited water unless special threshold design is used. COP-WL-MA0142-02 FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant requirements tar a specific building design and geographic location is determined by ASCE 7-national. stateor 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: 0 00 00 00 00 00 00 00 105 Series 106. 160 Series' 129 Series12 RA- 23 RA- 2e HIL 107 Series' 108 Series 304 Series series' Tnis glass kit may also be urea In 1M following door style: Eyebrow 5-panel with scroll Oak raft AR EK" <I-••••r. r•-- - J r' re L'Ne:1.ASS LM1'Nl' 000-1 •b+1 -.. f< &.E-,0- (a a) • iL/IaIV .n Apia 29.2002 Masonite International Corporation Ow comma n aeoram or oreoun m70e.11eru male Weenical M. OMV and WWW arid suoretl to ewge14r0A nm<e XX 1 t t Glazed Inswing Unit 1 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 00 a e0e Series e10 Series 109 Series 11/, 120, 122 152 Series 149 Series 300 Series Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number. Ramesh Patel, RE120224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor. P.E. — License Number 56533 Oak raft AROE I..t ....t, ,.. w . nJ. . n 1..+•+.J t+ tUlMt:l.\.1+ 1:M t'ttV 1)+ttt".I r+•n T4 "F g a i'11-:) Apr429.2002 Masonite International Corporatioln ow cwftx v 0,00'.m Of 0,00ut1 _oro+ "t mitts SptcilttliOtts. Anyn in0 Moe"cf UA S ergo to etwtpe _h" not<t. XO or OX Glazed Inswing Unit APPROVED ARRANGEMENT: 0 0 COP-WL-MA0143-02 FIBERGLASS DOORS Nate: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 68". Single Door with 1 Sidelite Maldmum unit size - 6'0' a 6'8" Design Pressure 52.0/-52.0 Limited water uniess special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant requirements lot a specific building design and geographic location is determined by ASCE 7-rational. stale or local building codes specity, the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0003-02 or MAD-WL-MA0006-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0003-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 00 °® 00 00 00 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: 0 - U0 H 0 00 00 00 00 00 00 105 Series 106. 160 Series' 129 Series' 12 R/L. 23 R/L. 24 R/L 107 Series108 Series 304 Series Series' This glass ut may also be used u, the l000wing door style: Eyedrow 5-Panel with scroll Oak raft AR EK'- t..,.... , .-- r+ tut:w.:Ln..s t:NI'-v Aprd29. 2002 Masonite International eorporatidn Ow epa.4,n; W O.W.0 n,pO+t^K^1 n.+•ts ypeCA.en O^S. atq^ aro :IxK, MW fWie..,e C.Ove -0„pr, ro,Ke. XO or OX Glazed Inswing Unit . FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 00 00 3 , 404 Series 410 Series 109 Series 114. 120. 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: 129 Series 200 Series 12R, M 231L 23L, 450 Series 152 Series 149 Series 109 Series 120. 122 Series 300 Series 24R, 24L Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, P.EJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). IState of Florida, Professional Engineer Kurt Balthazor, P.E. - License Number 56533 Oak Taff AR k EK'" ...._ r.-,..t-,o-.• ADr3 29. 2002 M a s o n i t e international C O r p O r a t i o A a, com+rrrg woenm or woman mwo+emem main soecekxom. oesgn and aoaucr Oxo I I r r I Glazed Inswing Unit r 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 2 Sidelites Maximum unit sue . TV x 61' Design Pressure 52.0/-52.0 Limited water urdess 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 /ISCE 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 an an Do0 an 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: o ou ou ° a 00 00 00 00 00 00 105 series 106. 160 Series' 129 Series' 12 R/L. 23 R/L, 2e R/L 107 Series' 108 Series 304 Series Series' thus grass kit may also be used in the following door style: Eyebrow 5-panel with scroll r— O akcraff AR k EK" E............._ rrUL'K<:LA.\ LN'1'M\' UU<)rc\ NrA..n.drs..puE..rrl)e.n O Apre29.2002 Masonite International Corporatipn ow cone. rl d.oe.am a o•omd mao.emml makes sdecnkno.n. aes.a 1"d adduct oeua worect rotriode .nnow nave. Glazed IOSVVOg Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4GLASS: FULL GLASS: 77 404 Series ^mSees | 109 Series /14 120.122 152 Series 149 Series moSeries edes APPROVED S|DELITESTYLES: mSeries 200 Series 12A, 12L 23R. 23L 450 Series /oSeries .mSeries 109 Series /20./oSeries 3 Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, PE12O224 Unit Tested inAccordance with Miami -Dade 8CCOPA202. 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 inarigid plastic lip |imsurround. Frame constructed ofwood with ooextruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TEST: EDIN ACCORDANCE WITH MIAMI-DADE I 8CCO PA20]2 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 o(Florida, Professional EngineerKurt Balthazor, P.E. — LicenseNumber56533 OXX0 Glazed Inswing Unit APPROVED ARRANGEMENT. COP•WL•MA0145.02 FIBERGLASS DOORS L4I° iI- it r•L titi 0 lt: iP i? Double Door with 2 Sidelites Maaimum unit site . 12'0- x 6'8- Design Pressure 52.0/-52.0 Limited water unless special threshold design is used. Note: Units of other sizes are covered by this report as long as the panels used do not exceed 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• stateor local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0005-02 or MAD-WL-MA0008-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0005-02. APPROVED DOOR STYLES: 1/4 GLASS: as ao as as na D0 as 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: n n as na as on on as 105 Series 106, 160 Series' 129 Series' 12 RA.. 23 R/L. 24 RIL 107 Series' 108 Series 304 Series Series' This glass kit may also be used in the following door We: Eyebrow 5-panel withscroll Oakc-raff AR EK- .....1,.. 111111'NC:LA\N l'NI s' U0.-1 r T...w./F—&.f—,Dow, // [I et l"!CC/Yt V April29.2002 Masonite International Corporaticgn Ow contno v aoQ,rm of pooko a orf.emHf makes smd"em deve. am 0.0" feud UORC110 C..V, -t m14e. OXX0 Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 7.7 a:r yyj as as xa 404 Series e10 Series 109 series 114. 120, 122 152 Series 1e9 Series 300 Series Series APPROVED SIDELITE STYLES: ta 129 Series 200 Series 12R, 12L, 23R, 23L, 450 Series 152 Series 149 Seties 109 Series 120. In Series 300 Series 24R, 24L Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite.. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). P"AAZ F, 0, , Wni, State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Odra ,_ AR k EW t:rvrNl't—,Ds — April29.2002 Masonite International CorporatioAowcomnwposooramoraoeuomorore,nem mascs SDecfi amwts. aesipn art) WOeuct Deus suotto to coupe war," notae. XX Glazed Inswing Unit APPROVED ARRANGEMENT: COP-WL-MA0147-02 810" FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door Maximum unit size. 6'0' x8'0' Design Pressure 40.0/-40.0 Limited water unless special thresholddesignIs used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistard requirements for a specific building design and geographic location Is detemdned by ASCE 7-national• slate or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0002-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: n 00 404 Series am 00 00 22 Series El 108 Series Oakcraff AR k EW r..l....lel,.- 1:10UNr:LA.s1 CNIIty UUUN.I '••r'r-'rP-fir D°^'• a e O.. r 0.... April 29.2002 Masonite international Corporati4pn ow comnwnv 310VIn1 of Wod,K1 mM yo+1em Wits specAicalOns. design and "'n deua U01ta 10 cr.^t .rtMN nol[e. XX Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 0 810 Series 852 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, 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). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 OakR raffAEK" PIUL Mf. I.\]T L-1 —T..— Apia 29. 2002 Masonite International Corporatiwn ow ""'"womv popam or po0uci enoro.emeM man specitKasons. pespn am po0uct derail Sato t0 Cft^e WOW nowt XO or OX O• 't '8t Glazed Inswing Unit I 810" FIBERGLASS DOORS APPROVED ARRANGEMENT: O O JC4 i 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 Matdmum unit size • 6'0' x 8'0- Design Pressure 40. 0/-40.0 United 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-mlional. slate or local building codesspecify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0003-02 or MAD- WL-MA0006-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0003-02. APPROVED DOOR STYLES: 1/ 4 GLASS: as as 822 series 1/ 2 GLASS: xtx , a as 404 series 108 series a Oak raft AR k EK" I 1II INr 1.A\.\ 1?.`.'1'N 1' n1111N,\ 1MwT•.v1 r••(h.•[+e)O^^.. il/i/) , o. ro. Aprd29. 2002 Masonite International Corporation OW CenldWdg DIOWJ 11 •1 PfW"l M WOKn —k\ SWd4A4NIS. dtSgd rde Woa1 I 01, W %W^, W (IIAgt wdi—i N 4, XO or OX Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 810 Series 300 Series APPROVED SIDELITE STYLES: a 450 Series $52 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel. REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both Stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab 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 Oakcraff AR EK" 171UL'Mc:IA5\ UNr1t" 000-( 1-T.•r.drl••a Ewer De // MA• 0lfiNV.. I...II...'.. n Ow• .O. Aptil29.2002 Masonite International Corporation We con%u V 010ram of poem Mown nem notes stl aacmom. oes4n and woaua etud SO"Ct to ch .9t +4nou1 W<t. _ OXO Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: d 0 0 Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Single Door with 2 Sidelites Maximum unit size . 97 x 8'0' Design Pressure 40.0/-40.0 Limited water unless special threshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant requirements tot 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: a 00 404 Series am 0o 00 822 Series 0 108 Series U Oak" ft AR k EK" 14pl.lerlLA\1 L'W'1'MT 0111-1 e..v, oe>. o April29.2002 Masonite international Corporatign 0 td u" eloelalo at pooOO n,WeMtnl make$ soecdralom, otSQn a110 p o"I dnad Suoje[I to Ch.Me -III&A Oolet. Ox0 ttrtt Glazed Inswing Unit r 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: lY'X .i P. v S:+`r 810 series 300 Series APPROVED SIDELITE STYLES: a f 450 Series 852 Series 810 Series 3W Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, RE./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). i/ &a3 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 O akp ff AR EK" HUCKGLASS UNTNY DOORS MR(JYIC,, wI• i.1--,n B Apra29. 2002 Masonite International Corporation Or commrinp aoprem or pioduo inao+emem m1ktS WMdC ioA& do On and OMdW orua worn to crurpe .moan nave. OXXO Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: O O Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door with 2 Sidelites Aeadmum unit size • 12'0' x8'0' 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 tota specific buildingdesign and geographiclocation Is determined by ASCE 7-national state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0005-02 or MAD-WL-MA0008-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0005-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: as 404 Series 0111 an na 822 Series 108 Series U Oak.raff AR EK" m4ueKOLAS\ LH'rKs' 5ooks r•K.4.•w.t ra...p... t.n.r 0— April 29.2002 our ~WV Or- 01 Oro" .n0.0.tmtm Masonite International Corporatim;n marts sptto(Jlons. dts'M AMC 0r00un on" sub" 10 cOmnOt Mnnour n01Kt. OXXO Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: cwPttTF 810 series 300 Series APPROVED SIDELITE STYLES: a 450 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). EX 5 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR EK" f..... ....f 1'IUl•M(:L.\S\ cNr.v 1 mus T..o..ea EMEn" E_' Dow. L Apfd29.2002 Masonite international Corporation Ow Con W q p0yam of &a" n kn Spffd" i. 00;gn and WWUCA Ud U tCf W C"t rdffOW roKf XX Glazed Outswing Unit APPROVED ARRANGEMENT. yi lit .:,; O i •' Double Door Madmum unit size • 6'0' x 6'8' 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". Design Pressure 55.0/-55.0 Llmiled water unless Special threshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant requirements for aspecific building design and geographic location is determined by ASCE 7-national. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0012-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: as oa am oa ao an 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: El as as as Da no 00 105 Series 106. 160 Series' 129 Series' 12 RA- 23 R/L. 24 fUL 107 Series' 108 Series 30e Series Series' This glass kit mayalso be used in the Idlowirg door style: Eyebrow 5-wel with scroll. Oakc-raff AREK' rilL./Yr.r I. % r. Ow• r O..r. Apid29.2W2 Masonite International CorporationOw [Omn VWo ram01 O.OdK .n O+ Ml OWLS JWd4 —. deSrpn MO WO" a-- S *a 10 Ift-0e .-" mKe XX Glazed Outswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 00 00 .. 404 Series 410 series t09 Series 114, 120. 122 152 Series 149 Series 300 Series Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). aa p_ State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oakcraff AR EK" r....,.. , .. 1'IUUNI I.s ,N\ L'NTKN' UUII"\ twl Dow. -ta CC..'' L Aprd29.2002 Masonite International Corporaticgn Our C'4.k V p.ueram 0r WWW inp0.emem matt. SpCilipi0m. Oesq" aM p00ue1 Mud $001K1101 " , ." n <' _ XX Glazed Outswing Unit APPROVED ARRANGEMENT: 890" FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door Maximum unit site . 6T x 8T Design Pressure 47.0/-47.0 United water unless special threshold design Is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant requirements toy a specific building design and geographic location is determined by ASCE ?-national. state or local building codes speaty 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: - ao as • 822 series 1/2 GLASS: a as 404 Series O ak raft _ n Te....eJ AR 4 EK'" n'rML'RGLASS L'H'yKV DOnrtS r.....r.....a F—,.rE...rD— 0 108 Series Aprd 29. 2002 p.n EMr.4.rq mOpram Or OpOd..O . 0+ 1m .nrEry $MdK~S. detgn and W0dM1 dead suorea ro [nxndd adnad nmce . Masonite International Corporation y 4 3 41 2 1 Mak.L. (25 GA. STEEL SKIM • 4 : 6) WrERMOXATE STILES FOR I WOE oar+. REVISIONS AAD A[NCSM eo ) REV. NO. ZONE: DATE: ECN NO. APPVD: I DESCRIPTION OP1aNAL sm CLASS OR A 1 82 11/00 - MWW I OTY (1) WAS (2) FOR TRAP( BOLT Z SECTION B .0 NaalaDOOR NSUL SIPPO S BrSKGMILRENDSTILESJ.-= ro M DOOR ILsuEEm (roSKINWITHBOTOMaCror-4DC MRJ111 y y y y fr • . t cTay. BOTTOM . 1.TAl1EA} D WITg 113, CALV. STEEL MC W1011T. WOOD LAG SCREW& LISTED E9M DOUBLE TRACK C aJL' V. STEEL m. TRACK OMM. mw 01 s4[s). x-1/2•.12 G PBR STEEL TRAC( BRILKEf. TTa Pan 1DOtDO TTIAa BRACKETS rEn a1oE. ry 1A41 TOP 9tA0ET REPORT#9606C « ILK C 3• . 20 G U-SIRS DOLFElf TRACK ON BOTTOYU-0MtS OM PArTM (I.E. TWO U-BARS ON. 1 L Oe RW soam ETC.) /1{C/e• SHEET METAL SCRk3 OPTIC AL VENTS A CHTIONAL MmE 1(ZtEO IOC, POSITION MwL ooaa wDTH - 1e'-4' o 0 Y OE MAIDtls 1/{• {. sEL' suaxx 11201 mmm le N,f[R1!'d.1T NNEl NOTE (' 1 d LAO SCRITS ON 19 C01T00. 1 OA IK fir` OOORS w ro Yam• K41G11 CON515f Or .) SECTIa6 TRWrAAAE 1WTIN U.V. IK4EA FmAl ED. LAG Sox" MAY BE COIMOWM( DOORS aMEA 7-0 111GH 001195T Or ( SSIIONS (). owm ON 01RSDE SmACE (Bur NOT WAN®) To PRD.OEA RU91 MINTING STOP HORMONE BY DOOR INSUIIEA (TO Wn SURFACE. HOPIDO EA. JAMBS 00 NOT TRNBER ID4B 2.0 YELLOW PIKE A" 20 G AIL CALV. STEEL END STILE n 3 2• n.a 1 ttp BPTIONI 1D SCREW 20 G GLV. STEEL BREII STILE B IdIt1ntd10N1rttKIOIDED 1K1510C sEellorl e-B 12 G GALV. STEEL TTIACX 23 G M w. STEEL um MAWR led//4 PAN HEAD SCREW VERTICAL 18 ATIACHME! CC-20 BLOCK OR BRACRTS FASTENED ro ROOD AND S19N CBARD A G-40 M1N. (10 SCELMa PER UTE) e.4 ANCORS CH 21 CDDFRS (c-90 Nfll 0", S/"P -0/e' LAO S . CALVANRBIO. BAKED -ON R01E1 OR :. CENTOB 19 10G1S. NN0000N88tl (7.000OR IiA Tf41Cf ERtI(7RT. AND ACM7 POLYESTER STEMS4'.)' OOMORiL RA71U614 e2! MINI Y/ 1e• In ROAD PU9 T SNAP UTCI ENGAGES rA51E21EA (OK PEA IIDUEA) 1e G CRv. STEEL CDOEA II4CH: SDO or STEEL SI71. 1 ROLL BRK.7¢SimG40a TySIEEK NOglt; 1 oL. 1a1. M9EA RLDIIt[D :• Ulv. 5(EEL TRACK rAflD1ED ro 1{ G G Lv. S1EFL ROLLER o1G r ro MOt SRFS R {) BRACKET AgA •/(a) „. STILE C14H SDE Or 000R A mAIANCH RMAY BE A UKrER% 12 G CALY. STm TRACK GRADOOS rASiDO To DO SKILLS rACI N/({) /l. a 4EEf 1ETK I lad/C SNEET MEUL MDurtwG SUNrML N O PROA D JAMBS 00 NOT ILLISHMACK ATTACHED To EACH BRACKET 14.3 a• SKf,'f SCREaS MO SHIP LAP HOROS. $<#M'S. fPIE,SEA S" WIH ONE 1/a•d/e' BOLT ! NUT 4) 1 41]/{ TAPPNG SC r- PER DO MANDL LOAD, OR TWO 1/4• DA NVE7S OUTSIDE KEYED STEEL HAra1E END DO 2• DIA SHORE -SMELL Io BALL STEEL ROUDI. DO 14GA. EACH STILE STu i YANK WESTERFIEID. P.E. FASTENED TO END LATER Pit PARATON OF HAURS BY OTIEM SECOCT c FU)RDA PE J46493 SIXO W.4) 1 A' INSIDE NVOLE STU WORTH CAM" P.E. 02=2 SWETS' TALL U-BM & (4) 1/4•d/4• SDfOUTSIDE KEYED 1= I= Em 20 GA. CALY STEEL WE MD SSTIBNGDI: SO K S UPPBO SCREWS cuu ,Ara L,Ks aP11oN TRACKKOONN , TIE OE9C1 or TKE S PPORTNG sTRUCIRVL aEMDOS anEEACHSIDESPOEM & TIE RESPM9842TY Gr THE PROFESSIOWL a TEST LOADS: +36.DESIGN LOADS: 0 PSFS& & 37.0 PSF F L ] r TALL . 20 G CALV. STEEL V-0NS END — BOLT W MLE OF DOM RECORD RW THE WLOM OR STi W"E AID N ACCORBVICE N A LL 2-1 A. CALM QL 7V0 U-BN7S STILE IlKI.1fENGAGES WTH CURRENT mmD9f Com TOR THE LOAD$ LISTED ON OaO,.L prp R< 7tim N IlL 1 - 7/e• r CH aorta, SECTDIL aMi U-em ON mm NTo VERTICAL Tlfs aurNc. K . KN® Yn w.csa PART NO.: - r sEGiD14 ETC. EAa MBAR ATTACHED TRACK. ONE Kg112 A ILPTH 1 4'd a' SElf TAPPING SCRITS LOCK ON O.p{Ny/q. UAdw N ou"`I'a 312 Et1YILt Y Sub 160) PEA = EICH WE At OOPa7 LeC rwKKOUCR oo. TOLERANCES an IDEAL N1GIN,D6 off 45202 OF oocR Td NK. 1-1S-3E,-{E00 a s.olnA6 AA.A Abti.e,.A .0 - t.03 1-513--762-3519 LION A -A (SIDE NEWT IBM "01f ww a` a r.N.. ro • t•015 DESCRIPTION: MODEL 6RST W4 16-0 K 8-0: 24/-24.5 OESIGN LOAD er. w eiA A ...E — W .000 - t.00$ 13aGALV. STEEL BOTTOM BRACET. •+W r 0000 . t.001 DRAWN BY: 8MM DATE: 4/18/00 SCALE: NTS OWC. L ATTACHEDaRH (2) 114.3/e• SNEL7 METAL SCREWS. Non ' e1`AO"` y Z Ol. a Droraga t I/2' CHECKED Bw Y: MwDATE: 4/18/00 SHEET 1 OF I SIZE j cu- 4 - -..%—i4GIEs DWG. NO.: 102138 REV. NO. I MODEL: 6RST (25 GA. STEEL SKINT REVISIONS MODEL: 4RST (24 GA. STEEL SKIN) REV. No ZONE: DATE: ECN N0. APPVD: DESCRUMON OPTIONAL DSB GLASS OR LISTED A4 1 11/00 — MWW OTY (1) WAS (2) FOR TRACK BOLT 1 a' ACRYLIC UTES AVAILABLE INTERMEDIATE STILE (EE SECTION a-e) ATTACHED W TOC-L-LOG (Tpp k BO 20 GA MN. ENO STILES ATTACHED i0 DOOR HORIZONTAL TRACK SUPPORT BYANDURE7}LW( ADHESIVE (AI G CFNTF3 SKW WITH PATENTED TOG -I -LOG SYSTEN - -' 2' t 3• TALL U-BAfi Dr '—A OP, BOTTOM h CENTER). 20 GA. GALV, STEEL ODOR INSTALLER (TO SUIT n T 13 GA GALV. STEM STEEL FLAG BRACKET. 1 REPORT#9606C 18 LE • sr. T0P EACH 16-xi-5 TO WOOD JAMB WITH 25 CA MIN. ROB •RAFT T1C11 (3) 5/1811-s/a' wow LAG SCREWS. BRACKET HA POSITION srm SKIN COATED LOW DOUBLE TRACK LOCK s1oEs) ANoT BAKBAKEDBAPRIMM KED-ON SW LAP ,owls a A t As AN ROOM OPTION Two POINT LOGONC TOP COAT APPLIED TO BOTH s DOOR SIDESOFSTEELSION. 14 GA CAM STEEL HEIGHT Z• ENDHINGEEACHg _ 2• GALV. STFFL TRACK, 220GATALLAR (50 KSI) SOLO glr ,(K MIN. TRACK THICK'=:.060- -G a PER DOOR SECTION. END SLIDE SOLT • (4) 1/4-,V4- SELF 1• a -0 88 I STBE LOCK ENGAGES TAPPING Sn¢res' INTO VERTICAL °= C TRACKONEI3TYP. 2-1/2•x12 GA GALv. STEEL TRACK BRACKET, LOCK 3' TAIL x 20 GA OALv. _ aPNAL'"E is — y EACH SIDE P u" ONE U"U-W ATTACHED a. (4) TRACK eRAc+cErs PER SIDE OPTIONAL OUTSIDE KEYED LOCK POSITpN OF DOOR rtrN TWo 1 4 4' sY.1F TAPPvp 0. LHR TOP BRACKET MAX. DOOR WIDTH 9'0• scFtOT.S E txAT1oN N INSIDE SURE BOLT DOUBLE HORIZONTAL O / 14x5/8• SHEET METAL SCREWS LOCK OPTION LL.L TRACK NOTE 1: DOORS UP i0 7'-0' HICK CONSIST OF {) SECTIONS (SHOWN). FRONT FRAME WITH U.V. ' DOORS OVER 7'-0• HIGH CONSIST OF (5) SECTIONS (NOT SHOWN). COATING ON OUTSIDE SURFACE \ DOUBLE TIM 13 GA CAM STEEL BOTTOM LOW HEADROOM OPTION O O BRACKET. AMICHED WON TWO A n 1/ 4•x3 4' SELF I Yxd LAG SCREWS ON 24 CENTERS. I. 0.0. YIN. 11418/5 SHEET METAL SREWS. 1 11 OPTIONAL 10 Sr'+NEW TAPPNSCREWS. WASHER REWIRED. LAG SCREWS MAY BE COUNTERSUNK M R„yy, 1 WINDOW LITE 14 CA END HINGES 18 GA INTERMEDUTE HINGE ( NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING • vw1L W EMERSIRR ACRYLICLITESECTION B-B NEW ' R NE C. SURFACE. HORIZONTAL JAMBS 00 NOT TRANSFER LOAD. SECTION A -A (SIDE NEW) _ VERTICAL JAMS ATTACHM END MOLDED ASIDE AN HEAD 0 SSSCREWS STILE B STOPMOULDINGBYDOORINSTALLER (TO SUIT) 3 8 :4 SLEEVE ANC1Wi6 ON 24 CENTERS (BOTH LITE RETAINER INTER. 20CAREIN. CALV. STEEL END STILE C-90 SACK OR 2,000 PSI MIN. CONCR£Itj OR 2x8YELLOWPINEJAMB1/4•x4TAFCON SCREWS ON 24• CENTERS MOOD rSNAP LATCH ENGAGES STILE 20 GA. GAIN. STEEL INTER. snLE PSI M. CONCRETE). WASHERS INCLUDED WITH ANCHORS, SLEEVE AHORS. O.D. MN. WASHERS REQUIRED WITH NC S. ANCHORS MAY BE COUNTERSUNK INTER. STILE 12 GA GALV. STEEL TRACK / (BUT NOT REWIRED) TO PROVIDE A FLUSH BRACKETS FASTENED TO WOOD JAMS-/ MOUNTING SURFACE HORIZONTAL JAMBS DO NOT WITH ONE 5/16.0 -5/8- LAG SCREW TRANSFER LOAD, OUTSIDE KEYED PER TRACKBRACKET. \ HANDLE 18 CA GALV. STEEL CENTER HINGE FASTENED TO INTER. STILES W 4) Y CALV STEEL F /14x5/8• SHEET METAL TRACK ASTENEDTO14CAGALV. STEEL ROLLER H 12 GA GALV. STEEL TRACK BRACKETS. FASTENED i0 END STILES EACH W/ 4) TRACK ATTACHEDTOEACHBRACKET14x58• SHEET METAL SCREWS AN WITH ONE 1/4•x5/8• BOLT k NUT t4) 1//4•x3/4• SELF TAPPING SCREWS PER END HINGE. OR TWO 1/4- DIA RIVETS. PREPARATION OF JAMBS BY OTHERS, 2' 01A SHORT STEM, 10 BALL STEEL ROLLER. Jane CONFIGURATION SECTION NOTE 2: THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL BE THE RESPONSIBILITY OF THE PROFESSIONALL, OF RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE 'ARK WESTERFIELD P.E. M CURRENTBUILDINGCODESFORTHELOADSLISTEDONFLORIDAP.E. /48495 NORTH CAROLINA P.E. /23832 4 VERTICAL TRACK. SNAP LATCH ON SIDE OF DOOR. OUTSIDE HANDLE LOCK BAR ENGAGES N TRACK ON EACH SIDE OF DOOR END L STILE OUTSIDE KEYED LOCK INSIDE HANDLE LOCK BAR LOCKING DESIGN LOADS: + 25.0 P.S.F. de -32.0 P.S.F. OUTSIDE KEYEDLOCKTIONTEST LOADS: +375 P.S.F. do -48.0 P.S.F. SNAP LATCHLOCKOPIPART NO.: - m u.+.. x Smt.a atn.l.ix. 312 MxA SL Six ISM TOLERANCES , IDEAL G 43202 a asm.. A .4 apw1.A 0 t.03 1-i13-- Neon Tc N. 4WA DDOIOOImERfmN110. 1-5I3-m767-3519 DESCRIPTION: MODEL 6RST w4 9-0 x e-0: +25/-32 DESIGN LOAD won- r. wam1., > e. erm.e.4 ab w IW stla nq r.w11 b 4asiq w 4v nOn « Av 00t. 013 000 L.DD$ 0000 1.001 DRAWN BY: BMM DATE: 4/18/00 SCALE: NIS I DWG.R DW-i; ' tt/ Y u14.a Stat. a rnl.e AngbCHECKEDBY: MWW DATE: 4/18/00 SHEET I OF I SIZE L DWG. NO.: 102137 REV. NO. I Prof«0a+ « - aD1e.lsewe7lsaaAI9wwaEs. N98E a A90'Y' I __^I ENI`Ti- weuuIVL . vWAa 7 0Ili iIj)ujvQ JJV. A