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HomeMy WebLinkAbout299 Clydesdale CirPERMIT ADDRESS CONTRACTOR D R Horton ADDRESS 6250 Hazeltine Nat'l Dr 4102 Orlando, FL 32822 (407)857-9101 CBC 055300 PHONE NUMBER PROPERTY OWNER ADDRESS w-- PHONE NUMBER ELECTRICAL CONTRACTOR 4�- � (� MECHANICAL CONTRACTOR #y �� PLUMBING CONTRACTOR Q V MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE SUBDIVISION 4�� &uiot PERMIT # AW DATE j� PERMIT DESCRIPTION 404 *5AA PERMIT VALUATION SQUARE FOOTAGE ��%Ilrlll a- CERTIFICATE OF OCCUPANCY / COMPLETION T This is to certify that the building located at 299 CLYDESDALE CIR for which permit 03-00001856 has heretofore been issued on 5/21/03 has been completed according to plans and specifications filed in the office of the BuildingOfficial prior to the issuance of said building permit, to wit as �U A��� ',&_, ,'complies with all the building, plumbing, electrica , zonint and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No DATE APPROVAL DATE APPROVAL BUILDING: FIRE: Finaled _ Inspected ZONING: Inspected UTILITIES: Water Sewer Lines In 1�_ p �. Lines In Meter Sewer Set Tap Reclaimed Water ENGINEERING: Street Drainage Paved Maintenance Bond PUBLIC WORKS: Street Name Street Signs �% 5��$ Lights Storm Sewer Driveway Street Work FEES PAID DESCRIPTION DATE AMOUNT WATER -SEWER IMPACT FEES 01-APPLCTN FEE -ELECTRIC 6/23/03 20.00 01-APPLCTN FEE -ELECTRIC 7/03/03 20.00 01-APPLCTN FEE -BUILDING 5/21/03 10.00 01-APPLCTN FEE -MECHANIC 7/18/03 10.00 01-APPLCTN FEE -PLUMBING 5/27/03 10.00 02-ENGNG DEVLPMT FEES 5/21/03 10.00 01-FIRE IMPACT - RESIDENT 5/21/03 59.27 01-LIBRARY IMPACT FEE 5/21/03 54.00 PAGE: 2 CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 299 CLYDESDALE CIR for which permit 03-00001856 has heretofore been issued on 5/21/03 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 5/21/03 279.61 01-POLICE IMPACT - RESID 5/21/03 91.93 01-RADON GAS TAX FEE 5/21/03 12.27 01-ROAD IMPACT FEES 5/21/03 847.00 01-RECOVERY FD/CERT. PGM. 5/21/03 12.28 01-SCHOOL IMPACT FEE 5/21/03 1384.00 WD IMPACT:SINGLE FAMILY 5/21/03 650.00 SD IMPACT:SINGLE FAMILY 5/21/03 1700.00 E 4(jr4v- T)"" r,"\ 9j" OWNER BUTMING OFFICI / DAT 3 CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION **** SINGLE FAMILY RESIDENCE**** DATE: '�A—\8 -Q �. PERMIT #: .— ADDRESS: CONTRACTOR: Eck �Q) (— �C),-� 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. n K - 91z�o3 ,,�-4- gmeering D. Public Works O Utilities :1 Fire f A ❑Zoning 0 Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCATE OF OCCUPANCY ��D REQUEST FOR FINAL INSPECTIOI�]����a/g **** SINGLE FAMILY RESIDENCE**** �' f DATA: '�-\ PERMIT #: ADDRESS: CONTRACTOR: P� �o �o �• PHONE #: The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has . been denied or approved with conditions. Your prompt attention will be appreciated. D Engineering ❑ Fire f I 1/mA' ,A Vlic Works '`/'�'�t 5 Zoning DUtilities ❑Licensing CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION **** SINGLE FAMILY RESIDENCE**** DATE: '� -\6 PERMIT #: ADDRESS: CONTRACTOR: R 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 :iPubli Works tilities t)ll '7"u`P DFire f I A ❑ Zoning A ❑Licensing i(A CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLO(JWSURANCE PROGRAM Expires July 31, 2002 ELEVATION CERTIFICATE Important: Read the instuctions,on pages 1- 7. SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use: BUILDING OWNER'S NAME Policy Number D.R. HORTON HOMES BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 299 CLYDESDALE CIRCLE CITY STATE ZIP CODE SANFORD FL PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Descripfion, etc.) LOT 48, BAKERS CROSSING, PHASE 2 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: ❑ GPS (Type): ( ##° - ##' - ##.##" or ##.#####) ❑ NAD 1927 ❑ NAD 1983 1❑ USGS Quad Map ❑ Other: SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME 133, STATE SEMINOLE COUNTY 120294 SEMINOLE FLORIDA B4. MAP AND PANEL B5. SUFFIX B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER 66. FIRM INDEX DATE EFFECTIVEIREVISED DATE B8. FLOOD ZONE(S) (Zone AO, use depth of flooding) 0045 E 4/17/95 4/17/95 X 24.6 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in 69. ❑ FIS Profile ❑ FIRM ❑ Community Determined ® Other (Describe): NEAL HILER ENGINEERING, INC, B11. Indicate the elevation datum used for the BFE in 139: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe): _ B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ® No Designation Date_ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings" ❑ Building Under Construction" ® Finished Construction "A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number I (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones Al-A30, AE, AH, A (with BFE), VE, VI430, V (with BFE), AR, ARIA, ARAE, AR/Al A30, AR/AH, ARIAO Complete Items C3.-a4 below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum NGVD29 Conversion/Comments Elevation reference mark used Does the elevation reference mark used appear on the FIRM? ❑ Yes ®No o a) Top of bottom floor (including basement or endosure) 47. 3 ft.(m) Ca o b) Top of next higher floor N/A. ft.(m) a o c) Bottom of lowest horizontal structural member (V zones only) N/A. ft.(m) o 0 o d)' Attached garage (top of slab) 46. 8 ft.(m) E , o e) Lowest elevation of machinery and/or equipment w co servicing the building (Describe in a Comments area) 46.7 ft.(m) E o f) Lowest adjacent (finished) grade (LAG) 45.6 ft.(m) z' m o g) Highest adjacent (finished) grade (HAG) 46. 7 ft.(m) o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0 o i) Total area of all permanent openings (flood vents) in C3.h 0 sq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 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. CERTIFIER'S NAME: WILLIAM R. MUSCATELLO, JR. LICENSE NUMBER: 4928 TITLE: PROFESSIONAL SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIPCODE 320 E. SOUTISTRVEn ftE.18 ORLANDO FIL 32801 SIGNATURE n DATE TELEPHONE J�)Jy �k 1 I - 9/12/03 (407) 426-7979 FEMA Form 81-31, JUL 00 SEE REVERSE SIDE FOR CONTINUATION REPLACES ALL PREVIOUS EDITIONS IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company use: BUILDING STREET ADDRESS (Including Apt, Unit, Suits, and/or Bldg. No.) OR P.O. ROUTE A1zeOX IVU. Policy Number 299 CLYDESDALE CIRCLE CITY STATE ZIP CODE Company NAIC Number SANFORD FL SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agenl1company, 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. E1. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(cm) ❑ above or ❑ below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (seepage 7), the next higher floor or elevated floor (elevation b) of the building is _ ft•(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA-issued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are correct to the best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. ❑ The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA-issued or community -issued BFE) or Zone AO. G3. ❑ The following information (Items G4-G9) is provided for community floodplain management purposes. G5. DATE PERMIT ISSUED G7. This permit has been issued for, ❑ New Construction ❑ Substanfial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _. _ft.(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: _ ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS ❑ Check here if attachments FEMA Form 81-31, JUL 00 REPLACES ALL PREVIOUS EDITIONS PLAT �F SURVEY DESCRIPTION: (AS FURNISED) LOT 48, BAKERS' -CROSSING PHASE 2, AS RECORDED IN PLAT BOOK 62, PAGES 97-99, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA CERTIFIED TO AND FOR THE NOTE: EXCLUSIVE USE OF: THE FINISHED FLOOR ELEVATION OF THIS D.R.H. TITLE COMPANY Of FLORIDA INC. STRUCTURE MEETS OR EXCEEDS THE THE REQUIREMENTS SET FORTH IN THE FIDELITY NATIONAL TITLE INSURANCE COMPANY OF PENNSYLVANIA GILBERTO LOPEZ AND LUZ MARIA LOPEZ CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). CH MORTGAGE COMPANY, I , LTD. TRACT A CLYDESDALE CIRCLE 50' RIGHT OF WAY PT , S8917'34"E q6 S d 501.18' pC 1' 334.68' wi _ - - _ 366.30'- -__ CENTERLINE OFJ RIGHT -OF- WAY �I N,o O 50.00, As,Z; S89'17'34"E - WALK IS i ; 4" WALK IS L5_OFF 1.5' OFF - 10' UTILITY EASEMENT,: rs N 9s� "'CONCRETE'.. 3 C/W .�;DRIVEWAY. O15.1' 0."..:20.0' O COVERED 4.9 n O 's ��+ ° O ENTRY O �- vw o O I� w ONE STORY CONCRETE BLOCK 1" - 3D' LOT 49 RESIDENCE GRAPHIC SCALE o FINISH FLOOR o ��5 �D N ELEVATION=47.29 4 LOT 47 N d N O N O � ak 40.0' O FENCE 0.25' W. & 0.3' S. 6' WOOD FENCE I i LOT 28 i 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 9-11-03, UNLESS OTHERWISE 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 THE NORTHERLY LINE OF LOT 48 AS BEING N89'17'34' E PER PLAT. LOT 48 N89'17'34"W 50. 00' LOT 29 a \ LEGEND w ® FND 1/2" IRON ROD AND CAP LB #6393 (9/11/03) ---------------. FND NAIL- AND DISC i 9,pg 0 LB #6393-(9/11/03) 1 ® FND NO ID/(9/111/03) ON D ! LOT 30 - CNA CORNER NOT ACCESSIBLE _ el DENOTES DELTA ANGLE L DENOTES ARC LENGTH ' C.B. DENOTES CHORD BEARING PC DENOTES P0114T OF CURVATURE BAKERS CROSSING PHASE I (PLAT BOOK 60, PAGES 27-29) PI DENOTES POINT OF INTERSECTION PRC DENOTES POINT OF REVERSE CURVATURE PT DENOTES POINT OF TANGENCY TYP TYPICAL A/C AIR CONDITIONER CBW CONCRETE BLOCK WALL RP RADIUS POINT OHU OVERHEAD UTILITY LINE_ ID IDENTIFICATION POL POINT ON LINE PCC POINT OF COMPOUND CURVE — — — — — BUILDING SETBACK LINE -- - -- CENTERLINE - - RIGHT OF WAY LINE 4 EXISTING ELEVATION CONCRETE LB LAND SURVEYING BUSINESS LS LAND SURVEYOR PRM PERMANENT REFERENCE MONUMENT. PCP PERMANENT CONTROL P0114T (P) .PER PLAT (M) MEASURED FND FOUND C/W CONCRETE WALK S/W SIDEWALK CP CONCRETE PAD CS CONCRETE SLAB C CHORD LENGTH . PK PARKER KALON R RADIUS POC - POINT OF CURVE HEREBY CERTIFY, THAT THIS BOUNDARY URVEY, SUBJECT TO THE SURVEYOR'S NOTES ONTAINED HEREON MEETS THE APPLICABLE MINIMUM TECHNICAL STANDARDS" SET FORTH Y THE FLORIDA BOARD OF PROFESSIONAL URVEYORS AND MAPPERS IN CHAPTER 1G17-6, FLORIDA ADMINISTRATIVE CODE URSUANT TO CHAPTER 472.027, FLORIDA (FIELD DATE:) 6-2-03 SCALE: 1 = 30 FEET REVISED: FOR n THE ' r FIRM APPROVED BY: WRM ASM40128 JOB NO. DRAWN BY: AMERICAN SURVEYING Sc MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LB#6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO, FLORIDA 32801- (407) 426-7979 FOUNDATION FINAL 9-11-03 CKB METES & BOUNDS 04/28/03 SDO PLOT PLAN 3-I1-03 CKB WILLIAM R. USCATELLO JR. PSM#4928 DATE Permit #: 3 ( DCPTY OF SANFORD PERMIT APPLICATION Job Address: Description of Work: Historic District: Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Po41_ . Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical'. Residential Non -Residential Replacement New (Duct Layout &Energy Cal,9,ir. ,Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair— Residential or Commercial Occupancy Type: Residential : Commercial Industrial Total Square Footage: Construction Tyne: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for outer rilzart X) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name &Address:_( Phone: Contractor Name & Address: a [ , AYR MWn _ v Phone & Fax: Bonding Company: Address: Mortgage Lender: Address: �� � • a'I� wi�''.:�sm �`. E iw,/1L1f ', t1 ?e`'i` 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 prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be do e in co liance with"a11'applicable laws mgul ting construction and zoning. WARNING TO OWNER YOUR FAILURE TO RECORD A NOTICE OF CO NCEME T MAY RESULT iN YOi1R IIJ MiG TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, ONSULT ITH YOUR LENDER OR Ah ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional res • tions applica a this pro erty that may found to the public records of this county, and there may be additional permits required from other governmental ntities such ter rnan ement districts late agencies, of ft,deT a. gencies. Acceptance of permit is verification that I still notify the owner of the propert of the re it ents of da 'en Law, 713. Signature of Owner/Agent Dat ature of Contractor/Age D t W ROBERT G. DELLO RUSSO Print Owner/Agent's Name Print Contractor agent's me Signature of Notary -State of Florida Date Signature of No_. --State of Florida Date Owner/Agent is _ Personaih �nown to Me or Contractor/Ag:-.: is Personali_v Known to Me or Produced ID Produce.' :D ,, PPLICAI'ION APPROVED BY: Bldg: Zoning: Lr..:::a: FD: :Initial & Date) (Initial & Dale) (Initial & Date) (Ir is D Special Conditions: Nil T' RNER T a: a!MY COMMISSION # DD 212893 EXPIRES: June 14, 2007 Bonded Thru Notary Public Underwriters r _ 5-06-203 7 : 09AM FROM MRa1�. 0':r♦....I .. �-q.'rlw+�-v!:Ve•Y;ln:., ��,,�u..y.:yn��r. r,,.,.,.,�,.,� .. ... ., CITV OF SANFORD PERMIT APPLICATION Permit A :, J04 A4411110` pc��ryptivp yf WOO; t1��torlr pieta►enn►4vo�u� y Svc,, Permit Typei Building •Mw_ Elce:trical Mechanical Plumbing Firc Sprinkler/Alarm Pool Electrical: New Service — P of AMPS 1. 0 Addition/Altera(ion Change of Scrvicc Temporgry Pole _ Mechanical: Rm Residential Non•Rcs)dcntia) Replaceent New (Duct Layout &Energy C81C. Required) of WateT & Sewer R of Gas Li Plumbing/ New Commercial: a of Fixtures ncy Pluaablrag RepairLiResidential or Commercial nes Plumbing/New Residentlal: k of Water Close(s._ - Occupancy Type: Residential ✓ Commercial lndustnal Total Square Footage: _ Construction Type; N of Stories: is of Dwelling Unib: Glood Zone: . (FEhfA form requirud for other than x) (Attach Proof of Ownership R.Iagal Dmcrlpilon),, l v� Parcel a: YID 6,2 Owners Name & Addresa: C-ontractor r'ame & AddresF. Photic & Fax: `tv-� ' ..;3 0C— 't Z% y State Licenst Number Contact Person: I r l,.0 t e .... Phnnc:�„� ending Cnmprny. Addre3s. .._ .. Vtortgagt Lender. Addreii: .. - Phone. ArchilocLiEnginter: Fa a: Address: Application is hereby made to obtain a permit to do the work and installations as indicated. I ctrtify that no wink or installanon has corrnenced prior to the Issuance or a permit and that all work will be porformcd to meet standards of all laws regulating co %swction in this jurisdiction, I undmt2nd shut a scpar*x permit muse be secured foe ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I cemiry that all of the foregoing information is accurate and dust all wx" will be done in complianoa with all applicable laws regut■c ng consm+ction and zoning. WAR1•1ING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMBN't MAY RESULT IN YOUR PAYING TIVICE FOR IMPROVE.M NTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FiNANCINO, CONSULT WrM YOUR LENDER OR AN ATTORNEY BEFORE RbCORUMO YOUR NOTICE OF COMMENCEMENT. NOT : in ►ddition in the requirements of thin permit, there may he additional resrricuons applicable to this property that may bt found in the public rc:.ords of this county, and theft troy be additional permils required fmm other governmental c inhcs such as water managt?nent districts, state agencies, or Icdcrsl abcriciei. Acceptance of permit is veriricution ih;tf I will notify the owner of the property of the requireme L,t of F l Lien Law, FS Sign►turt of Owner/Agent Date Signature o(Conrrnctnr/Agcril Date Pont Owner/Agent's Nanie Print Cvnrranor/Agent's Nam is _ Dutc Sivaiurc of Nuulry.Suie of Florida fhlu Signature of N'utal rate of Florid] wit r/Agent is _ Periunpnv Known ur YruJu%dtt 117 ._ _. APPLI<'rl'IMN- API'I(OVEO tlYIlldg: _. I...— (Inil�nl & Date) t,'untnctnr/A�cnt Is.ZYcrt(-nady Known to Mc o, Produced II) ..... ...- (Initial &Dale) (Initial K I)'alc) (Ilwual s Uatc! Ovp°%MARIE A. ZETTLEMOYER c MY COMMISSION # CC 855100 EXPIRES: Jul15.2003 1.gOp3-NOTARY Fla Notary Service S, Bonding CO. CITY OF SANFORD PERMIT APPLICATION Permit # Date: s .3 Job Address: 14S 9,%_eys CroSSiN1 21,1 Crr. Description of Work: CoN+yp1C L P1+A^�bir� _ Alt re -She Historic District: Zoning: Value of Work: $ Permit Type: Building Electrical Mechanical Plumbing 1�— Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New At (Duct Layout & Energy Cale. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) r Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Address: Q d Phone: Contractor Name & Address: ADV/�IVT/4CiE PLUMBInJ(,` IAI/+ P•O•ROX620027 �7 yStateLLicenseNumber:WiEnn/� Mr FtVKf11i�32762 T E" . A,/ Phone: 36� 13 � e) y Phone &Fax: i4071 �R�_7en o erson: Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Phone: Address: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance ofa permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this erty that may b found in the public records of this county, and there may be additional permits required from other, governmental entities such as water a ,ement districts, s e agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requir ents of rorida L�Law13. Signature of Owner/Agent Date Signatur of Contractor/Agent f Date Print Owner/Agent's Name Print ontractor/Agent's Name :Signature of Notary -State of Florida Date Signature of Notary- tate of Florida _ MARTHA Y. HALL *: MY COMMISSION # CC 875840 '• EXPIRES: February 1, 2004 Owner/Agent is _ Personally Known to Me or Contractor/Agent il><-- Personal] twtyu}i 1v161MGd Thru Notary Pub116 Unde writers Produced ID Produced ID APPLICATION APPROVED BY: Bldg: Zoning: (Initial & Date) Special Conditions: Utilities: FD: (Initial & Date) (Initial & Date) (Initial & Date) a RWHOMUN® May 20, 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 No. 63 - 19,5 6 for the following work: Construction of a SFR on Lot 48, Bakers Crossing Phase 2, 299 Clydesdale Cir. Sanford, FL 32773 D.R. Horton Inc., hereinafter referred to as the "Owner", recognizes that issuance of Permit No. will be made with numerous limitations as more particularly set forth herein. The Owner recognizes that this approval does not exempt us from complying with any applicable building codes, land development regulations, Comprehensive Plan requirements, or exempt our site or buildings from any applicable development regulations. By issuing Permit No. , the city does not guarantee approval of any other development orders or development permits. The Owner acknowledges and agrees that no Certificate of Occupancy will be issued by the City for the above mentioned property until all required land development approvals have been obtained and all required improvements have been installed, inspected and authorized for use by the City. The owner hereby grants the City the right to deny use of the SFR for occupancy until all of the above -referenced project is in compliance with all applicable development regulations. The Owner hereby agrees to indemnify and hold the City and it's officers, employees and agents harmless for any and all losses, damages, injuries and claims in any way relating, directly or indirectly, to the permitting or construction of the above - referenced project or the issuance of Permit No. . The owner also agrees to the following as additional conditions for Permit No. 6250 Hazeltine National Drive • Suite 102.Orlando, Florida 32822 • (407) 857-9101 • Fax (407) 857-9228 U-R HOMN® 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. NESSES: (Owner) I r Signature Patricia Coulton Signature Robert A. Lawson Printed/ Typed Name Printed / typed Name Assistant Secretary Signature Title Medalid Jorge Printed/ Typed Name STATE OF FLORIDA COUNTY OF ORANGE The foregoing instrument was acknowledged before me this ��day of 2003 by Robert A. Lawson as the assistant secretary for D.R. Horton Inc. who is 4rsonally kno to me or who produced their Florida State Identification. OFPIC L .._ PATRICIA COULTON NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DD134330 MY COMMISSION EXP. ULY 26,2006 Notary Signature o ary fame 6250 Hazeltine National Drive • Suite 102.Orlando, Florida 32822 • (407) 857-9101 • Fax (407) 857-9228 THIS INSTRUMENT PREPARED BY: Patricia L. Coulton D.R. Horton, Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 RECORD AND RETURN TO: D.R. Horton Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 MARYANNE MORSE, CLERK OF CIRCUIT COURT SRINOLE COUNTY OK 04809 PSG 0618 CLERK'S # 20030761 12 RECOM 05/07/2003 M32s 10 AN SINS FEES 6.00 WXOM BY M Nolden NOTICE OF COMMENCEMENT (Prepare in duplicate) The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in the Notice of Commencement. Description of propperty: Lot(s) 33, 34, 35, 39 & 48 Bakers Crossing Phase 2 Plat Book , Page(s) , Public Records of Seminole County, FloriZa 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(1)(a)7, Florida Statutes: Name: Address: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes: Name: Address: Ex *ration date of Notice of Commencement: (the expiration date is one (1) year from the date of recording unless a different date is specified): D.R. Horton, Inc 0 by: Robtrt A. LawsoTVAssistant Secretary (Corporate Sea]) STATE OF FLORIDA COUNTY OF ORANGE The foregoing instrument was acknowledged before me thisAeFaware&-r-p-oration, day 2003 by RobertA. Lawson, Assistant Secretary of D.R. Horton, Inc, on e i o t e corporation. He/She is personally known to me., Notary Public, State and County Aforesaid o ry ignature 7NOTARY L NOTARY SEAL CIA COULTON C STATE OE FI.ORIDA ON NO. t?D134330 n 26 7006 Notary Seal -toy 7 &am- MX'RYA'M%E MRSE CLERK OF CAR U11 MUM SCN1INLt "LOUil i Y, rim" :° rt.�iata COUNTY OF SEMINOLE IMPACT FEE STATEMENT ISSUED BY CITY OF SANFORD STATEMENT NUMBER 103-75485 DATE _-r-7----- BUILDING PERMI COUNTY NUMBER: UNIT ADDRESS.: L���� _�/� ________________________________________ _... ... ... ... ___ TRAFFIC ZONE: JURISDICTION: SEC: TWP: RNG: PARCEL: ... _.... ... _.... ...... .... ................ ....... SUBDIVISION: ________ TRACT: ....... ...... __ PLAT BOOK: � PLAT BOOK PAG�: �LOCK: LOT: OWNER NAME: No _� ADDRESS: APPLICAAT ��AMEu --���_� _. .... .... ... ---_------_'_-------_------------_---�-^-------- ADDRESS. '_'___--_------------_---_-------------------------------- LAND UEE CATEGORY: 001 - Single Family Detached House TYPE USE: Reyidential WORK DESCRIPTION: Single Family House: Detached - Construction . ... .... ...�������� FEE BENEFIT RATE FEE UNIT RATE PER # & TYPE TOTAL DUE TYPE DIST SCHEDULE DESC. UNIT OF UNITS � -------------------------------------------------------------------------------- ROADS -ARTERIALS CO -WIDE O dwl unit $ 705.00 1 $ 705.00 ROADS | -COLLECT8RS HORTH O dwl unit $ 142.00 1 $ 142.00 . LIBRARY CO -WIDE O dwl unit $ 54.00 1 $ 54.00 SCHOOLS CO -WIDE O dwl unit $1,384.00 1 $ 1,384.00 AMOUNT D $ 2,285.00 ./ STATEMENT / RECEIVED BYx ---------------------- SI8NATURE: --- - (PLEASE PRINT PRINT NAME) DATE: .... -.... .... .... _ NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. **** DISTRIBUTION: 1-[OUN7Y 3-CITY 2-APPLICANT 4-COUNTY **HOTE** P[RSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHICH ARE DUE AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER,, TO APPEAL THE CALCULATIONS OF THE ROAD, LIBRARY SYSTEM AND/OR EDUCATIONAL (SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REOUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD, FLORIDA 32771; (407) 665-7474. PAYMENT SHOULD BE MADE TO: 0 CITY OF SANFORD BUILDIN8 DEPAKTMENT 300 NORTH PARK AV[NUF SANFORD. FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE STATEMENT NUMBER AND CITY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THE NOTICE. ***THIS STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE -OF A*** FAMILY CITY OF SANFORD PERMIT APPLICATION Permit No.: �J ✓ ! "y� Date: Job Address: SAS-) F-t� EEA, FC_ 3a"J;'_ Permit Type: Building Electrical Mechanical Plumbing Fire Alarm/Sprinkler Description of Work �1-- Additional Information for Electrical & Plumbing Permits Electrical: "Addition/Alteration _Change of Service Temporary Pole New AMP Service (/1 of AMPS ) Plumbing/Residential: Addition/Alteration New Construction (One Closet Plus Additional) Plumbing/Commercial: Number of Fixtures Number of Water & Sewer Drainage Lines Number of Gas Lines 2-y Occupancy Type: Residential V_Commercial _ Industrial Total Sq Ftg: �" Value of Work: S_ Type of Construction: Nox Flood Zone: Number of Stories: Number of Dwelling Units: Parcel No.: ' l (Attach Proof of Ownership & Legal Description) Owner/Ad ss/Phone: D, :11isL � rf S � - 1`O d Ne-+� ND � l� /^,I7I A,.� � ,f{�( ��9 J% &LSn tia1✓ f6c oil1I • N- . �Jte- (� a wi 'bQ' CL State License Number: Contact Person: +-?-sTm Os--u ('-�ooJ Phone & Fax Number: JP0z' �- Gi 1 O1 ACY 3;:;- 6�Z28 Title Holder (If other than Owner): 't'3 1'a Address: Bonding Company: �A Address: Mortgage Lender: Q4 Address: Architect/Engineer A �J ��,`` ��( Phone No.: d ��4 - �8 : o6 Address I r,6e.. +z+ T"P • ilE-� io P,1 Nyo.TU, FL--:rZ--4lq- Fax No.:_ 40`�l.-f-::4- 40--15 Application is hereby made to obtain a permit to do the work and installations as indicated I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS. WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other gmv=cntal 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 requirements of Florida Lien Law, FS 713. JA-'�� F sighaturi of Owne /Agent Date Signature of Contractor/Apq Date r/Agent's PATRICIA COULTO NOTARY PUBLIC STATE OF'�LORI3�t� COMMISSION NO. DDIM330 1 MY COMMISSION. Owner/Agent is (/Personally Known to Me or Produced ID APPLICATION APPROVED BY: Print C6niractor/Ap,6nt's - PATRICIA COULTON NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DD134330 MY COMMISSION EXP. JULY26.2006 Contractor/Agent is i/ Personally Knoaz to Me or Produced ID Date: S Special Conditions: Q +4 ;S' r v. rr (a CAI G kt oo k Pr<,,)r :i SION CITY OF SANFORJJ j3U SZDEN,�� BUILA�G PERMIT SU BMXTTAL REQUMEMENTS FOR. RE 2 recent boundary and building location surveys showing setbacks Cl T�vo () lines for permit for structures (not fences) from all structures foProperty 2 (2) complete sets of construction design drawings drawn to scale, ❑ Two Complete sets to include: a Foundation plan indicating rooter s barfreplacement.baring walls. Provide side view details CDofthese footers with reinforcement ❑ b. Floor plan indicating interior wall partitions and room �msIdentioke detector, room dimensions, door, window, and/or opening > locntion(s), landings, decks and stairs. Bathroom fixtures and distances from walls are to be shown. Note the State of Florida requirements for bath door for compliance of Handicapped Code (F.S. 553, Part 5) ❑ C. Elevations of nlhei htior as per lCity Engineering Departlncnt or, east, west, north and south. nish floor elevation g subdivision plat. ❑ d. Cross sections of all wall sections 3o be used In the structure. Bearing non -bearing Inter and exteriors Show all components of wall section. ❑ e Framing plan for floor joists where conventionally framed. Plan to Indicate span, size and specie ,' 6ftteriats to be used. ❑ f Engineered truss plan with specie of bracing. Engineered beams for spacing openings to carry and support trusses. O g, Stair details with tread and t�iscr dimensions, stringer size, methods of attachment placement of hnhd lls and guardrails. >P o h. Square footage table showing� otagest Garages/Carports Porch(s)/Entry(s) Patios) S.F. Conditioned structure Total (Gross Area) + e Forms (Form 600-A-97) ❑ 3. Three (3) sets of completed Florida Ever CTfsoils appear to be unstable ❑ 4. Soil analysis and/or soil compactionreport. or if structure to be built on fill, a report may be requested by the Building Official or his representative. ❑ 5, Other submittal Documents: p a. Utility letter or approval when public water supply and/or sewer system connection to be made. ❑ b. Septic tank permit to be obtained from Seminole County Health Department at: 400 W. Airport B1vd,Sanford, Fl (407) 665-3600. c. Arbor permit when trees to be removed from property. Contact the City Engineer for details regarding the arbor ordinance and permit. ❑ 6. Applleation to be completed thoroughly and signatures provided by a licensed and insured contractor. UILDER MUST IN PERSONS TO SIGN ALAASS PER FLORIDA STATE STATUTE 489. Subcontractor license numbers must be included on the application. If electrical, mechanical or plumbing permits have not been issued, inspections will not be scheduled or made and subcontractors will be subject to penalty under the City Ordinances. REQUIRED INSPECTIONS DURING AND UPON COMPLETION OF CONSTRUCTION 1. Footer 2. Underground, electrical, mechanical and plumbing 3. Foundation elevation survey 4. Slab 5. Lintel- tie beaths - columns- cells 6. Rough electrical 7. Rough mechanical 8. Rough plumbing 9. Tub Set 10. Framing 11. Tenant Separation / firewall 12. Insulation, walls and/or ceilings 13. Electrical final, mechanlcni final ;ail ,plumbing final 14. Building final It 15. Other DATE _ SIGNATURE (By Owner or Autho (IAgent) l 1 lI i 1t PEST G QN-MO I_ Sentricon* Colony Elimination System Pretreatment Plan Agreement Date of Install : Contract Number PUCHASERS NAA,MEE. AND ADDRESS Name �.�• �tlA(a: Cite/State/Zip Quarterly Payment Amount (First payment due on the Install Anniversary Date) Any payment deemed 30 days past due will result In the cancellation of this Warranty and Justify removal of the Sentricon System. CUSTOMERS NAME AND ADDRESS Name Address- City/state/zip Phone & Email Phone & Email INSTALLATION ADDRESS: 1`— TC) b A ec!5 SPECIAL OR ADDITIONAL COMMENTS NOTIFICATION STICKERLOCATED: =f ' � DAMAGE REPAIR WARRANTY From the date of Installation of the Sentricon* Colony Elimination System, Apex will warrant the structure(s) against subterranean termite damage. If subterranean termite damage occurs to the described property during the warranty period, Apex will, upon notification and Inspection, arrange for the necessary repairs and pay the cost of labor and materials not to exceed 51,000,000. 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. i .Apex Representative Signature Date Customer or Agent Signature Date Apex Pest Control Inc., (Apex) will, In substantial compliance with all federal, state, and local laws, rules, and regulations, and all applicable recommendations contained in literature provided by DowElanco: 1. Install Sentricon* stations (the Stations) In the soil around the outside perimeter of the structure(s). 2, monitor those Stations for twelve months from the date hereof; 3. during those years, add Recruit* termite bait and remove It from the Stations as appropriate; and 4, during those years, Inform the Customer of: a. any new or increased termite activity noted at the Stations b. any addition or, removal of Recruit* of Recruit* termite bait; and C. any observed 'effect of the Sentricon* Colony Elimination System (Sentricon) on termite activity. The Company will extend this Service Commitment following the original twelve month obligation, The Sentricon Pretreatment Plan may maintained for the LIFETIME of the Identified property subject to the terms and conditions of this agreement for S� , "J.,,tvfr er quarter (3mo period) payable on or before the end of the previous monitoring period. After the fifth year, and each year thereafter, Apex reserves the right to revise the quarterly payment amount, not to exceed 10% per year. The Customer warrants full cooperation with Apex during the term of this Agreement, and agrees to maintain the area(s) baited free from any factors contributing to Infestation such as wood, trash, lumber, direct wood -soil contact, standing water. under pier type structure, or as noted in "Special or Additional Comments". The Customer also agrees to notify Apex of and eliminate faulty plumbing; leaks; dampness from drains; condensation or leaks from the roof or otherwise Into, onto, or under the area(s) baited. At no time will damage caused to any portion(s) of the Structure(s), even by an active wood destroying insect infestation, be the responsibility of Apex in areas where any of the conditions described in this Paragraph exist. Failure of Apex to alert the Customer to any of the above conditions does not alter the Customers responsibility under this paragraph. DISCLAIMER: COMPANY DISCLAIMS ALL OTHER WARRANTIES, WHETHER EXPRESS OR IMPLIED; INCLUDING STATUTORY WARRANTIES, AND SPECIFICALLY DISCLAIMS ANY IMPLIED WARRAINTES OF MERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE, OR WARRANTY OF WORKMANLIKE SERVICE, MATING TO THE PRODUCT OR FURTHER, COMPANY HAS MADE NO AFFIRMATION OF FACT OR PROMISE RE SERVICE PROVIDED HEREUNDER THAT HAS CREATED OR AMOUNTED TO AN EXPRESS WARRANTY, Customer expressly waives and releases any claims In any lawsuit, arbitration or other legal proceeding against Apex for negligence, torts, personal Injury, death, violation of any statute, rule, or regulation, loss of use, diminution of value, economic, compensatory, incidental, consequential, exemplary, punitive, liquidated, treble, or special damages If any kind, and in no 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, g uests, and/or other temporary or permanent occupants to consult a physician If necessary regarding any affects the Property treatment have and (2)It is their responsibility to no Apex in writing not less than two (2) days prior to treatment regarding any allergy or may Illness, or other condition that may be activated or exacerbated by the products and or sensltiviryhave concerning odors, dust, pollen, respiratory techniques utilized by Apex. GENERAL TERMS AND CONDITIONS neral terms and conditions are hereby made part of this contract and By specific reference hereto, the Customer understands that the ge apply without exception. t. ICON* SYSTEM COMPONENTS; The Customer understands that; All components DOWELANCO OWNERSHIP OF SENTR of the Sentrlcon *System (Components) are and will remain to property of DowElanco. The Customer has no rights to any of the Components, and the Purchaser may not alter, remove, or modify the components in any way, other than the right to their use as installed by Apex on the Customer's premises under this agreement. On expiration or termination of this Agreement, Apex and DowElanco or its representative are authorized by the Customer to retrieve from the Customer's premises the Stations and other Components contained therein for appropriate disposition. 3. If Apex, for whatever reason, ceases to represent or to be authorized to represent, the Sentrlcon* System a. Apex will; (I)so notify the Customer; (2)offer Customer the alternatives of either using a different form of termite protection or discontinuing the relation ship (note: Conventional "liquid barrier" method of termite control may not offer an effective means of controlling certain termite Infestations of certain structures. In such event Apex may not be able to offer a different form of termite protection, and therefore may have to discontinue the relationship.); (3)lf the Customer and Apex (Parties) agree on use of a different form of termite protection, give the Customer credit for service paid for but not yet received; (4)if the Customer elects to discontinue the relationship, or If Apex cannot offer an effective different form of termite protection, refund to the Customer an amount equal to the fee paid for services not yet received, and;.(5)retrleve, or advise DowElanco or its representatives where to retrieve, the Components from the Customer's premises; and b, the Customer will; (I)grant Apex and DowElanco or its representative reasonable access to the premises for the retrieval of the Components; and; (2)elther agree with Apex on the use of a different form of termite control or elect to discontinue this relationship. ADDITIONS AND/OR ALTERATIONS This Agreement covers the Structure(s) identified herein as of the date of the initial Installation. Prior to; (1)the Structure(s) being structurally modified, altered, or otherwise changed or; (2) to any termiticide being applied on or close to the location of any Station, or; (3) soil is removed or added around the foundation, or; (4) any tampering of baiting equipment or supplies occurs, the Customer will Immediately notify Apex in writing. Failure to notify Apex In writing of the events listed above may void this Agreement. Additional services because of any alteration, addition, or other such event, may be provided by Apex at the Customers expense, and may require and adjustment In the annual fee. DAMAGE RELATED TO SERVICE Apex will exercise due care while performing any work hereunder In avoidance of damaging any part of the Customer's property, plants, or animals. Under no circumstances or conditions shall Apex be responsible for damage caused at the. time the work is performed except those damages resulting from gross negligence on the part of Apex. PAYMENT/DEFAULT. All payments due pursuant to this Agreement shall be made at the Apex Corporate Headquarters located in Merritt Island, Brevard County, Florida. In the event of failure to make payment when due, or any other default by Customer (1) Apex may without notice, terminate this Agreement and pursue all other available remedies, which shall be cumulative, and (2) interest shall accrue at the highest rate allowed by law during the period of any delinquency, and (3) Customer agrees to pay all costs and attorneys fees Incurred by Apex, whether or not suit Is brought. VENUE/SEVERABILITY. Venue for any and all legal proceedings shall be In Brevard County, Florida. If any part of this Agreement i 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 t( 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 fulfi1lim Its responsibilities under the terms of this Agreement by any reason of delays In transportation, shortages of fuel/or materials, strlkU embargoes, fires, floods, hurricanes, storms, quarantine restrictions, or any other act of God or circumstances beyond the control of Ape) Apex disclaims any liability for special, Incidental, or consequential damages. This Agreement does not cover and Apex will not b responsible for; (1)termite damage resulting from water leakage; (2)termite damage resulting from masonry failure or grade alteration! (3)tcrmite damage resulting from direct wood to soli contact; (4)furniture and contents; (5)areas of existing damage unless areas have bee repaired by Customer's evidence of receipts. ARBITRATION. Not withstanding any provision contained herein regarding litigation, In the event of any dispute arising hereunde Customer agrees to submit the dispute to the least expensive procedure of arbitration In accordance with the rules and procedures fc commercial arbitration of the American Arbitration Association or any successor organization, and in accordance with and subject to all ti 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 seq. TI proceeding shall be governed by one arbitrator, and the location of arbitration will be Brevard County, Florida at the ofllces of Apex or i designee. The arbitrator will have the complete power to determine all issues of fact and law, and any determination of the arbitrators w be final and conclusive, and binding on both parties. Customer agrees that any such arbitration shall be conducted on an Individual bns 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 a no other representations of statements will be binding on the parties. REFUNDS. Apex at any time on or after 36 (thlrty-six) months from the Initial date of Installation, terminate this Agreement and relieved of any liability hereunder If Apex determines, in Its sole discretion, that It 1s unable to prevent or stop further damage to Prope 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 The Apex Corporate Office. Apex Is only obligated to perform under this Agreement if the Customer allows Apex access to the identif Property for any purpose contemplated by this Agreement, Including but not limited to re-inspectlon, whether the Inspection was reques 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 i Initial 12 (twelve) month period, Customer may transfer or assign this Agreement with a Mi 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. #G 5314 Faulkenburg Rd N Merritt Island, FL 32952 Wlnterpark, FL 32792 Tampa, FL 33510 407-459-2847 407-858-0540 813-221-2847 800-929-2847 888-764-2847 877-459-2847 Limited Power Of Attorney I hearby name and appoint: Craig Coulton an each agent's of D.R. Horton Inc. To be my lawful attorney in fact to act for me and ply The Building Dept. of: For a residential permit for work to be performed at: Lot # Subdivision Address:a6i.q And to sign my name and do all things that are necessary to this appointment. Richard B. Ladd CBC055300 Contractor 'State Registration Number i� Signature of Contractor This foregoing instrument was acknowledged before me this: Date: 2r(—f� By: Richard B. Ladd ( Contractor ) Who is personally known to me. State of FVrrida County of )Qrange OFFI NOTARY SEAL PATRICIA COULTON NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DD134330 MY COMMISSION EXP. ULY 26,2006 Notaryy Public Signature Notary Seal L-LEI- I �yb 4 bi-'M r KUM CITY.OF SANFORD ELECTRICAL. PERMIT APPLICATION Permit Number: �/ ►�� Date: The undersigned hereby applies for a permit to install the following electrical: owner's Name: By Signing this application I am stating that I am in compliance with City of Sanford Electrical Code. pv I PLOT PLAN DESCRIPTION: A PARCEL OF LAND LYING AND BEING IN SECTION 18, TOWNSHIP 20 SOUTH, RANGE 31 EAST, CITY OF SANFORD, SEMINOLE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHWEST CORNER OF LOT 26, BAKERS CROSSING PHASE 1, PLAT BOOK 60, PAGES 27 THROUGH 29; THENCE RUN S89'17'34"E A DISTANCE OF 159.46 FEET TO THE POINT OF BEGINNING; THENCE RUN NOO°42'26"E A DISTANCE OF 110.00 FEET; THENCE RUN S89'17'34"E A DISTANCE OF 50.00 FEET; THENCE RUN S00°42'26"W A DISTANCE OF 110.00 FEET; THENCE RUN N89'17'34"W A DISTANCE OF 50.00 FEET TO THE POINT OF BEGINNING, CONTAINING 0.13 ACRES ±. TRACT A UNNAMED ROADWAY +{ _ 50' RIGHT OF WAY FLOOR SLAB ,�y{ EL 'L'VATAI©jN PT589'17'34"E CENTERLINE OF 134.88' 1 D Cr'1- ' RIGHT-OF-WAY j � ♦ • T. NI O OF ADJACENT ROAD UNL�S9 NIO z:� So.00' OTHERWISE . Z S89'17'34"E APPROVED 10' UTILITY EASEME.T II 96p I I N DRIVE..:'`. N 5.0 — — ' — .' ._..' 5.0' 5• .2 COVERED F6� ENTRANCE W A/ ' • O (N o PROPOSED MODEL 1965 o N O - LOT 49 �CV o FINISHED FLOOR ELEVATION=47.3 � O O -.1-II o LOT 47 1" = 30' O O GRAPHIC SCALE O Z O 0 15 30 (n 40.0' POINT OF 40.0' COMMENCEMENT 5.0' s.0 POINT OF 90 BEGINNING a �, II LOT 48 N II DRAINAGE TYPE B q21 S89'17'34"E 159.46 ------------ i '\ N89'17'34"W LOT 26 BAKERS CROSSING I PHASE 1 I I LOT I I 28 50.00 I I LOT 30 PLAT BOOK 60 PAGES 27-29 i LOT 29 ; BUILDING SETBACKS I I FRONT: 25' REAR: 20' SIDE: 5' NOTE: BAKERS CROSSING PHASE I CORNER: 15, WE DO NOT ACCEPT RESPONSIBILITY FOR MINIMUM LOT WIDTH 50' ANY ERRORS THAT MAY OCCUR FROM THE (PLAT BOOK 60, PAGES 27-29) USE OF THE UNRECORDED / PROPOSED PREPARED FOR: PLAT THIS PLOT PLAN IS BASED ON. D.R. HORTON LOT 48 CONTAINS 5,500 SQUARE FEET ± THIS STRUCTURE CONTAINS 2379 SQUARE FEET ± TOTAL CONCRETE 519 SQ. FT. ± TOTAL SOD 2602 SO. FT. ± 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 48 AS BEING N89'17'34" E PER PLAT. (,FIELD DATE: ) REVISED: SCALE: i = 30 FEET APPROVED BY: WRM JOB NO. ASM40128 METES h BOUNDS 04/28/0= DRAWN BY: PLOT PLAN 3-I1-03 CKB 1911m�, — — BUILDING SETBACK LINE MLW MINIMUM LOT WIDTH - - CENTERLINE POB POINT ON BOUNDARY POL POINT ON LINE — — RIGHT OF WAY LINE PCC POINT OF COMPOUND CURVATURE X PROPOSED ELEVATION POC POINT ON CURVE OR OFFICIAL RECORD PROPOSED DRAINAGE FLOW PC) PLANNED DEVELOPMENT CONCRETE In, DENOTES DELTA ANGLE L DENOTES ARC LENGTH LB LAND SURVEYING BUSINESS C.B. DENOTES CHORD BEARING LS LAND SURVEYOR PC DENOTES POINT OF CURVATURE FIRM PERMANENT REFERENCE MONUMENT PI DENOTES POINT OF INTERSECTION PCP PERMANENT CONTROL POINT PRC DENOTES POINT OF REVERSE CURVATURE (P) PER PLAT PT DENOTES POINT OF TANGENCY (M) MEASURED TYP TYPICAL (CALC) CALCULATED A/C AIR CONDITIONER FND FOUND CBW CONCRETE BLOCK WALL C/W CONCRETE WALK RP RADIUS POINT S/W SIDEWALK R RADIUS CP CONCRETE PAD CS CONCRETE SLAB PB PLAT BOOK C CHORD LENGTH PCs PAGES R/W RIGHT-OF-WAY NG NATURAL GRADE ORB 'OFFICIAL RECORDS BOOK S0. FT. SQUARE FEET 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. 5- L-03 I AMERICAN SURVEYING & MAPPING I FOR CERTIFICATION OF AUTHORIZATION NUMBER LBb6393 THE 320 EAST SOUTH STREET, SUITE 180 FIRM ORLANDO, FLORIDA VW" 32801- (407) 426-7979 IWWILLIAM 4RMCATELLO JR. PSM# 28 DATE. 1 CAULK BETWEEN ONE BY V00 0 CONCRETE OR WOOD BUCK 6 BUCK BY OTHERr 1 MASONRY OPENING HAS-Y. OPENING BY OTHERS BY OTHCP,S CAULK BETWEEN I V(NDOV FLANGE ^ T 6 W000 BUCK\ f1 I1 / MIN. p C £HB�Dnfnt EMBEDMENT Q D \ / •�'��— IN$TALI_q TIC ANCHOR. 3/16' DIA. 7APCON STUCCO BY OTHERS SHIM AS REO'0. \� 1/4' MAX. PERIMETER <SEE NOTES) CAULK BY.OTHERS FLANGE TYPE WINDOW FRAME. HEADER RIGID VINYL GLAZING BEAD L (TYR.) GLASS IOW h I I (TYP.) (SEE NOTES) B.V. (BUCK WIDTH) INSTALLATION ANCHOR ONE BY WOOD 3/16' DIA. TAPCON BUCK BY OTHERS SHIN AS REO'D. RIGID VINYL 1/N MAX, GLAZING BEAD (SEE NOTES) GLASS (i YP3cSEE NOTES) FLANGE TYPE WINDOW FRAME JAMB CAULK BETWEEN WINDOW FLANGE PERIMETER L WOOD EUCK. CAULK BY OTHERS V.V. (WINDOW VIDTH). E.H. <6UCK CAULK BETWEEN CAULK BETWEEN WINDOW HEIGHT) WOOD BUCK 6 FLANGE L PRECAST SILL MAS'Y.. OPENING V/ VULKEM 116 ADHESIVE (C�� BY OTHERS CAULK, OR APR V'D. EOL. SECTION B — B FLANGE TYPE PERIMETER WINDOW FRAME CONCRETE OR CAULK SILL MASONRYOPENING BY OTHERS � %% BY GTH£P.S / W.W. �• 2ECAST SILL BY OTHERS A B I G NOTES, SHIM AS P.EOSECTION P,-A [�.� [� 1) SH'O. AT EACH. INSTALLATION ANCHOR. MAX. ALLCw EPE 7,-Y SHIM STACK TO BE 1/4-. D ' E 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6O6}. 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LiM. TO AC �IEV£ MIN. EMBEDMENT Of 7-1/a' INTO MASONRY OR CONCRETE. T ' � 4 .USE SILICONILED ACRYLIC CAULK BEHIND. WINOOw FL4NGE AT H£AO a( DAMES. SILL MUST BE ATTACHED TO THE SUBjTRATE WITH J B I K VULKEM n 6 ADHESIVE CAULK OR APR OVEO EOUAL. 5) USE SILICONIZED ACRYLIC CAULK FOP. PERIMETER SEAL AROUND W.H G EXiE..:or OF wWOGw FLANGE. C) IF EXACT WINOOYI SIZE IS NOT LISTED IN ANCHOR. CHART, USE OP. CUANTI T ANCY LISTED WITH LARGER SIP_, FOR. P-UP-, APPRO?4:1TE DESIGN REj-UREO C. 7) E, TRICK NEST MAY VARY PER THE REOUIF,EMCNTS OF AS rx.l f t 300 GLASj CHARTS. 8) LETTER CESIGNATIONS ON THE TAPCON !OCATICII CHART WHEF,E TAPCON .ANCHORS ARE TO BE irJS1AL'_E''='WHEN US':i'.:E' EXTERIO? ELEVATION AS A KEY. - TAPCON LOCATION CHART CALL BUCK JILOCATIONS IN HEAD LOCATIOTINAMBJAMB SIZE SIZE 30,,v To 40P9.- l41 as% TO 70PSF 30Pr TO 40TO 70csr 12 18 1/8 x 25 8 8 F,GF,G IS 18 1/a % ]7 ]/8 6 8 F,GF,G 14 19 1/1, X 49 5/e 8 B F,GF,G 145 1a 1/8 x 55 1/4 8 8 F,G1 4 15 18 1/a X 62 8 8 F,GF,C i6 la 1/a X 71 B B F,0,G,HJ17 fE I a X 83 FG.CAAIH2 25 1/2 X 25 8 8 F,c,GIH3 251/2 X 37 3/8 8 8 F,GF,G1H4 25 1/2 X 49 5/a 8 BF,G,C.HJ1H45 25 1/2 X 55 1/4 . 8 8 F,O,O,M,ITH5 25I/2 X 62 B 8 F,GC,1:JH6 23 t/2 x 71 B 8 F,GC.HJIH7 25 1/2 X 83 8 B FCJKG,JK30 1/2 . 25 29 I/2 x 25 B30 1/2 3a 3/8 291/2 x 37 3/8 8 8 FGF,G30 1/2 . 50 S/E 29 1/2 X 49 5/8 8 8 F,CC NJ30 1/2561/4 291/2 % 55 I/4 6 6 F-GG.NJ30 1/2 63291/2 x62F,GG,H,I50 1/2 . 72 29 1/2 X 71 8 6 F.O,HJ,H.I30 I 2 , a4 29 1/2 x 97BF,G.JK.J.K22 36 X 25 23 36 x r 3/8 E 8 F.G,G24 J6 x 411/18 B FG.HI 245 36 % 56 I/. B 8 F,G F,G Hl 25 36 x 62 6 8 F.GH.1 F,G,HJ 76 36 X 71 8 8 F.GH.1 O.E,F,GHJ 27 36 x 83 E 6 F.G.J.K F,G,H,Ij K 42 26 4� X 25 c r.0 +2 3E J/8 a1 37 7/8 E 8 F,G F,GHJ +2 . 5a 5/e .1 % .9 5/E 8 9 F,G F,GHJ 42 . 56 1/a ai : 5i t/a 8 E F,G.H.1 F,G,I" 42 a 63 41 X 62 8 8 F,GHJ O,E.F,G.HJ 42 . 72 41 x 71 8 8 F,G,H i O,I: F,GHJ 42 • fix 41 X 63 8 E F,G.J K F,C.M,I,J.K 48, 26 47 X 25 s A.0 F. h,G 4a . 3L 3/1 7 X ]7 3/a A,C F,G F.CH.' 49 . 50 5/a A C F,c F,C.HJ + ' 6 I/4 47 X 55 I/+ = A,C F,GHJ F.G.HJ 4- , E3 47 X 62 8 AC F.GH,I O.E F.C,rl I . +d : 72 47 x 71 8 A.0 F.G.H. O.E.F.G.m.+ a„ . 8: a) X fi3 P xr- F Q j K D FG.HI)K 32 52 1/3 x 25 8 A.0 F,C F,C }} 52 1/8 A.0 F,G }a 52 t/5 x +9 S;d E A.0 F,G.H., f.GHJ 345 52 I/a X 55 I/+ B A.0 F,C..'+.! O.E.F.GH,I 35 52 I/d x 62 'c A.0 F,C,H,I O.E.F.G n 1 36 52 i/E x 71 B A.0 F.G.M.1 D.E.F.G.HI • 37 52 1/' x 63 o A C F C.J.Y. 37 SI" NOT IN 1000 OR 1560 SERIES. ?> ALL FACTORY APPLIED HOLE$ NOi oCslcr+ATE:J FOR rAPa,N I N' � - 7 � INTERNATIONAL. INC ANCHOF. SHOULD 6E rl1LrD WITH sz. SCREw� C- SuFF.C;E,: I �� - . _ - FLORIDA EXTRi.�DERS TO PROVIDE MIN. y5 IN EMBEGu_r 7 ;NTO WC'C'0 Zlicx. �, mot— - I SANFOFD, FLOPIDA 10) =LORIDA _XrAUOEzS C 0 SEPI. x MULE HUn�r, IS SHO-11 "-.15 1I I . _ _ _ . _ f(` TITLE: 1NS A__aT:L CI_I= _ PRINT ALSO APP a TD FLOP,IOA E.c:RL':E 15•^.G -:tiO r I /1 \I V/ SERIES hG E HUNG I— \/:/^� I �JI I S=E.S !000 i:�00_'000 SUF 1C 'vG' I I - r-��. I r�, E:.�( .r Do3,IV H7 APPPOVED BY, / .rl i! _ ALL �I..J ^ _,./'_ I�LaLE.. IDWG.:LrXi;i Ill-• a� +� ' SHEATHING �\ 3Y OTHERS 8 INSTALLATION �NCHOR SCREW (TYP,) EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS FIN FRAME HEADER vIHOW )[IOII EXTERIOR PERIMETER CAULK BY OTHERS EXTERIOR FINISH -� BY OTHERS -8 INSTALLATION -� ANCHOR SCREW (TYP ) SHEATHING ------ By OTHERS 40 1' HIN i8C0KHI I/V HAx, a8 INSTALLATION CAULK BEHIND FIN SHIM SPACE ANCHOR SCREW (TYP.) SHIM AS REO'D. TWO BY FRAMING RBY BY OTHERS Tv0 BY BUILD DOWN BY OTHERS (SEE NOTES) � BEHIND FIN FIN FRAME JAMB NOTES: SHIM AS REO'D. 1) SHIM AS REO-D. ADJACENT TO EACH INSTALLATION ANCHOR WITH LOAD BEARING <SEE NOTES) SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4-. GLAZING (TrP, 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. SEE NOTES) 1/4' MAX 3) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FIN AT HEAD-. SILL & JAMBS. I' KBl ryBH SPACE 4) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF EKBCK I Tw/—+L WINDOW FRAME. 5) CUSS MAY VARY PER THE REQU(REMENTS OF A57M CLASS OUA CHARTS. SINGLE GLAZING IS SHOWN, INSULATING CLASS IS ALSO QUALIF(ED. .SINGLE SHEATHING 6) SCREW ANCHORS AT HEAD, SILL & JAM8S SHOULD BE 18 SCREWS OF SUFFICIENT BY OTHERS LTH. TO PROVIDE MIN. 1 IN. MIN. EMBEDMENT INTO WOOD FRAME. PUCE 18 SCREW ANCHORS 6- FROM CORNERS AND 24' O.C. MAX. EXTERIOR 7) BUILD DOWN AROUND CURVED PRTION OF WINDOW FRAME TO BE ENGINEERED BY EXTERIOR FINISH OTHERS. BUILD DOWN MUST BE OF SUFFICIENT STRENGTH TO ADEOUATELY BY OTHERS TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. 8) FLORIDA EXTRUDERS 1000 SERIES DESIGNER WINDOW SHOWN. THIS PRINT ALSO APPLIES TO FLORIDA EXTRUDERS 1750 SERIES &,2000 SERIES. PERIMETER CAULK -�—NNODv VInTH 9) ELEVATIONS SHOW COMMON CONFIGURATIONS. IT IS NOT INTENDED TO LIMIT USE OF BY OTHERS THIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1000. 1750. & 2000 SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS. SECTION B-B 10) WINDOW UNIT CAN ALSO BE MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE MULLION INSTALLATION SHEETS FOR REQUIREMENTS. GLAZING (TYP. SEE NOTES -FIN FRAME SILL SHIM AS REO'D.— (SEE NOTES) / L SHIM SPACE EXTERIOR ELEVATION T'JD >Y F RAM:NG 3Y OTHERS �— CAULK BCH:ND Fir.I* mjN r:•' g.L%1'� ✓• )w IT EXTERIOR ELEVATION I. IT FLORIDA EXTRUDERSINTERNATIONAL. INC SANFORD, FLORIDA TITLE: FIN INSTALLATIDfJ DETAIL DESIGNER FIXED WINDOW 1000, 1750, & 2000 SERIES 2002 DRAWN BY: BB I APPROVED BY: DATE:02/14/02 ISC.ALE:NTS IDWG.: FLEX0037 ONE By BUCK By OTHERS CAULK BETWEEN WINDOW FLANGE L SHEATHING PLYWOOD (TYP.) By OTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS WINDOW FRANC WAD WINDOW Kiaw EXTERIOR wimwV FRAME SILL PERIMETER CAULK BY OTHERS EXTERIOR FINISH BY OTHERS INSTALLATION ANCHOR 110 SCREW BUILD.DOWN 'TU By BY OTHERS (ALSO APPLIES NOTES To TO SILL) 1) SHIM AS REO*D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4-. 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 1-3/8- MIN. 3) TAPCON INSTALLATION ANCHORS AT SILL MUST BE OF SUFFICIENT LTHL To ACHIEVE 41AI EMBEDMENT MIN- EMBEDMENT OF 1-1/4' INTO MASONRY OR CONCRETE. flO 04STALLATION - SCREWS AT HEAD & JAMBS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE 1-3/8- MIN. EMBEDMENT INTO WOOD FRAMING AND BUILD DOWN WHERE REQUIRED. ... INSTALLATION ANCHORS & SCREWS TO 61E PLACED 6 IN. FROM CORNERS.'A 24 9N. O.C. MAX. 'JAMBS. 4) USE SILICON(ZEO ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD. S;iL'L':'&' 5) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OFtl WINDOW FLANGE. >< 1/4- MAX. 6) GLASS THICKNESS MAY VARY PER THE REOUIREUENTS 611� ASTiA tl�00 ol SPACE tMI CHARTS. S44GU GLAZING IS SHOWN. 914SULATING GLASS IS,ALSO - 7) BUILD DOWN AROUND CURVED PORTION OF WINDOW FRAME TO 8 OTHERS. BUILD DOWN MUST BE OF SUFFICIENT STRENGTH TO ADEOUATEIY TRANSFER LOAD FROM IAnNWw To THE STRUCTURE. 8) FLORIDA EXrRUOERS,IOOO SERIES DESIGNER WINDOW SHOWN THIS PRINT ALSO \REO'lD APPLIES TO FLORIDA EXTRUDERS 1750 1 SERIES & 2000 SERIES. , - 9) ELEVATIONS SHOW COMMON CONFIGURATIONS. IT IS HOT INOTENOEO TO LIMIT USE OF THIS PRODUCT TO THESE TWO CONFIGURATIONS. THIS SHEET APPLIES TO ALL SHIM AS CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1000. 1750. & 2000 (SEE NOTES), SERIES DESIGNER FIXED WINDOW FRAMING SYSTEMS. 10) WINDOW UNIT CAN ALSO BE MULLED TO OTHER UNITS USING ALUMINUM TUBE . MULLION. SEE MULLION INSTALLATION SHEETS FOR REQUIREMENTS. GLAZING (TYP. SEE NOTES) SHIM AS REO'D (SEE NOTES ) CAULK BETWEEN WINDOW FLANGE I, ONE BY WOOD BUCK CAULK BETWEEN WOOD BLOCK I MASONRY OPENING BY OTHERS CONCRETE OR SECTION A -A MASONRY a Y OTHERS BUCK HEIGHT I L 1/4- MAX SHIM SPACE EXTERIOR ELEVATION ---------LlEMBEDMENNCT -I/4-ulENTRAL FLORIDA LORIDA B.O.A. \\—ONE BY WOOD MANUFACTURER NAM: BUCK BY OTHERS MASTER FUE IN—.ALLA11:]N ANCtf0P J/16' DiA lAeCON 40 1-3/8- MIN. EMBEDMENT BLOCK WIDTH 1/4' MAX. SHIM SPACE CAULK BETWEEN TWO BY BLOCK TWO BY FRAMING IL CONCRETE By OTHERS BY OTHERS SHIM AS RE401D (SEE NOTES) INSTALLATION 110 SCRCV":�.-"' VINDOV FRANC 0 rim PERIMETER CAULK By OTHERS A - EXTERIOR ELEVATION INTERNATIONAL, INC FLORIDA EXTRUDERS SANFORD, FLORIDA TITLE: FLANGE INSTALLATION DETAIL \J/ FRAME BUILD DOWN DESIGNER FIXED WINDO'./ 1000, 1750, & 2000 SERIES DRAWN BY:BB I APPROVED BY- DATE:02/12/02 ISCALE:NTS IDWC;.: FLEX0036 4 1 z INSTALLATION ANCHOR SHIN AS RE'O'D R8 SCP.EV SHEATHING (SEE NOTES) BY OTHERS CAULK BE: 11 lDOOR FLANGE TWO BY WOOD L SHEATHING BY OTHERS lV I I u l STUCCO J OP. SIDING BY OTHERS PERIMETER CAULK BY OTHERS ar .-Al'i.d�•i n. .... �.:'.. .i' .. :o 10,E SLIDING GLASS DOOP, FRAME SILL 1/4' MAX. SHIM SPACE ��— DOOR WIDTH /4- MAX. ]Mtn SMALL TVG BY VGOI 1-1/8 MIN. BY OTHERS EMBEDMENT SLIDING GLASS DOOP, FRAM JAH.. 1-1/8' MIN. EMBEDMENT TEMPERED GLASS (TYP.) SLIDING GLASS — DOOR FRAME HEAD PERIMETER CAULK BY OTHERS TEMPERED GLASS (TYP.) DOOR HEIGHT SECTION B-B A—, ° SLIDING GLASS SHIM AS REG'D. HOOK STRIP (SEE NOTES) INSTALLATION ANCHOR s8 SCREV — CAULK BETWEEN ➢OOP. FLANGE 6 SHEATHING SHEATHING BY OTHERS TEMPERED G STUCCO (TYP.) OR SIDING BY OTHERS SLIDING GU.__ l NTERLOCK 1 I / 11_1_ul_�_J� II o A I EMBEDMENT EXTERIOR ELE`✓A T ION 1-1/4' MIN, 2 PANEL DCOR SHOWN I LIBERALLY APPLY J ) CAULKING UNDER SILL GR SET SILL IN BED — INSTALLATION ANCHOR OF CONFr TE !/!6' D:A. TAPCON I h _. SF_ Cl 101 Fig ' 201,32 2 INSTALLATION A.NCHGR VOGD ERS HULK BETWEEN OOK STRIP a HEATHING 1-1/8' MIN EMBEDMENT HOOK STRIP DETAIL NOW S U DOOR MATERIAL ALUMINUM ALLOT 6069. 21 19 INSTALLATION SCREVE UST BE OF SUFFICIENT LENGTH TO ACHIEVE MIN. EMBEDMENT OF I-1/6' INTO WOOD. TAPCON TTPC INSTALLATION ANCHORS AT SILL HOST BE OF SUFFICIENT LENGTH TO ACMIEvE IN. EnBEDNENT OF 1-1/4' INTO MASONRY OR CONCRETE. 9, INSTALLATION ANCHOR CHART ON BACK OF THIS SHEET. 4, USE SILICONIZED ACRYLIC CAULK BEHIND DOOR FLANGE AT MCA t laM9S. S, USE SILICCNIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EKTERTOR OF DOOR. 6) IF EXACT DOOR SIZE IS NOT LISTED IN ANCHOR. CHART- USE ANCHOR OVAHTITY LISTED vITH HCxT LARGER SIZE. FOR THE APPROPRIATE OE SIGN PRESSURE REO'D, 7) FOR POCKET DOOR SIZES USE CLOSEST BYPASS DOOR SIZE t CONFIGURATION TO FINISHED OPENING. PLACE INSTALLATION ANCHORS. IN FRONT Cr HOOK. STRIP AS SHOWN, 8) GLASS THICKNESS HAT VARY PER REDUIREMEMTS OF ASTM C1700 CLASS CHARTS, 9) DOOR UNIT IS APPROVED USING TEMPERED CLASS IN SINGLE GLAZED OR INSULATING GLASS. 10) JAMB I SILL CORNERS ARE TO 9E SEALED WITH A SMALL LINT SEAR S£ALEP.. ❑) SHIM AS REO'D. A EA. SET OF INSTALLATION ANCHORS. MAX. ALLOWABLE SHIM STACK TO BE I -. 12) ALL INS-TALLATION ANC.�gP.S MUST BE MADE OrCORROSION RESISTANT MAIER!ALS. 1)) VHCRE -x' REPRESENTS MOVING PANEL AND -O' REPRESENTS FIXED PANCL : PP.OVEO CONFIGURATIC+S ARE AS LISTED EL ANCHOR C ARt ON BACK OF THIS SHEET. I♦) NOT ALL CONFIGURATIONS LISTED ABOVE ARE SHOWN ON THIS DRAVjNG. MOvEWER INSTALLATION - SECTIONS -A-A' -9-9- L HOOK ii RL DETAIL APPLY TO INSTALLATION OF ALL APPROVED COW GUAA NOni. 15, FLORIDA EXTRUDERS 1000 SZRIES SLIDING GLASS DOOR IS SHOWN. THIS PRINT ALSO APPLIES TO 2Wa SERIES AND Soo SERIES. RE VI DESCRIPTION DATE INI F L � R I D A IN EXTRUDERS CSaNFp4D FL. i i TITLE: SLIDING CLASS DOOR TNST-.LI_A.TinN \,/ITN PS XPEWS 1 I ' DRAWN BY:H 1 APPPOVED BY: DATE: !2/I7/o SCALE NT- 1DWC ,_-L_:(;)CV SAI I e- DETAIL d X 2, X 1 /E 1C^L S.H. -1 . 7J _� HUL i N 7"P'J i VE, T CA 'T4 rC t � :'v aA M L'!ON TO MUL L'CN " 1GGG S.Ii —i. Tl!'cE M wT' T JAMM' ) JAMS LTYP.) t ! ix OR EX. MUI L ..E-X i/c ScL� Tap•?ihG StiS :_ c .X. 4 X a/6 z TAPPINC SMS TUBE MQ 12N -' x t3 nti t t INTER 'AI: "CLIF _ z ^-` 1.3:� �.-� "y . t.,•s .�' � t :r.. ' 1GGG `7.• � ._..,:--a,..t,'# t �"� -L' �,�' < A �"`t £'r" JA.._77, _ a lI L I NF_tT .:.: :...•_S.;_,._.., r_...-..- ,:.3EALf+NT-*EE7vcEN' •. << t % r': SsALANr:BcTVEEM-- ... a,•:;. J FL.AN tS ..:: - __X._ _I%L SELF - VI1.LCV FLA(wxS.25. ..:.� "ram - - . ..-._...-:�_. .• -. _..._ r.. ,.: � ,: .:. h6-M.k_auN,r.�i3a, Z:.�.t PPi�.: cN n - f1tA 12I1+ .SrL: .: .F c -'S X 1/c' 4_F ' .�.j.... t, Z'l..r LC .'X ill/C .. k x.., , ":Y, .y ' . '+. .. ,. �, b - _a s - e 'TAP?iNu-S:NS - ' ��..,_ sHI LL•tyw.,,,� w.i r A. INu SMs _.: ;.. ,..:. _.,-` 1X, flfX U SE rTlt) • _ _ .. '} '.j ;;:• X 2 7/16 Jc 1/9 ; ...... _ _, __ _1_X 2 7/1E X ?/E. - -- __.._ - `cc inSTA_ isTciMaA�...R` �•��-�si i iRAM— � :TUBE: N3 Li{7N : TUBE KY -LION /i5 IIIA" T 60k 1GGG S 1t iGGG S.H.- — - SELF -: JAMP <TYPJ ....:"�, SEALAVi-i3r7V«N . - ViN.",OV FLANGES #8 X:.1 1/2 SE S%¢c`V 7WVCF {TYPE JAMB MR) 7APPI 1'u SMS. l !a.1_ . 8 • LLL� SFcTioAk (7) >S X 1/2 SELF �- r _._ #8 X 1/2 SELF _ TAPPING SMS TAPPItvG SMS 'Ay SILCTHERS� .. G i L.�FTAi�C t AJXI iARY=P'�4T .« . i / SEALANT`SEALANNT-icTVEEN - t VINDOV Flf.tluESVIN'OV FLS.-*ES Pc X 1-1/2 SELG .'.f ...... 1 _ - -... -. W$ i •ems-+-- ff4R.A * TONAL-^AN�'i'rRS. a YJ'11Gti. L .HL;LLiO'r!' TAPPING SNS f - 1_ ter. ZAPPING SMS .. - CET!(Jlti =:—A ;:41 . f i. 1) //� O _ r_XXtl�IX'4X3/8 t� T p£ MU —LION 1 Y d RAP i TAPPING -� / t it Y.L"__iu� / ." r c ti! ' JAM z-vr INTERNATIONAL. NC m 6 FLORIDA EXTRUDERS SANFORD, FLORIDA 1r8 X 1/2 SELF /= Sc_F �i r- v A - TAPPING SwS , .� r�SG SLS I ITLE:S P eiUU/ �.).; i P\Gc ,}'�_r t :..0 .. t V _K T I C Al tAUll_t .L1rJ I N. To ;1`R I ZONTAL.. S T =R i y _ E T N__N J/.. •,, `[�cw _ ,-� / ' i- L� J 1' N I,,Rr SS. _, ('Nt'!'L i I :_S - diPo AN' - R - L ., _-._ !'•__. ...':`� r.o.�tc� PV ? i 4P?ROVED HY: R 1 A • r f .. r �. �C" c'1,/DES uNEP, :.. ....... .. _ - " .. _ .. - _, ..-..._. SEALANT BE - .._ .. .. __ jj -- VINDilw FLAMES r .: : `` - SLL <TY?.3.. j• �X� T0� tc �IU�UNSI fix 1r� D)E. 1 C K"L+ I3< I000 P.V./:7ESMNE� I �_SELF k8 X:3/L SELF t� CC,�flRM YPP,TAPFING c c BY �7hER i y . - - - - INSTALLATION AN a/ IA T L4T2 15 ] r-!'N 7F.�C v"«PSSd AV^4i:k 1iYPJ } ?t :F �I X:,'c'X -SlE-,;;.;-X..2.X.-.3f$77 - L ^Nt' EX7LRhAL tnP lIlit _ , '_.; ! . ' _:: `. .,: ----• __: _,--,..,_ ...-:.__.., �».-,._;3 _ ,' V^+� a � WS7ALL4fiCV CIL, ..�.: • + ..-r..••,�..-. • - ....._,r.»...;;«s..t'CA�, .C1T •E_ � w . - :::...._. ���- � : a,t t ..:. 2`5 + ; N.'x. +'F. S -9,h _ � t _.:�'{�3�' s 3 Vitr£�1' 'CFNis i_ __"-4r.. y _ * _ rq ..a :`a^ e. 't '.a- `tr g,, '•n"` &CT -_v�., tt�. - r a _ q fi 4 _ v: ScLSNS TAP Ihu TAPPING SNS 40, i000'SIi c•: r•. 3r_'D LTTF,, t �'��'7f _ ) 7 vcAs ACTION lA—A : (11 •'_•,t .: I71 ( - - - - - NGE SGGO P.V./DESIGNER SILL <TYFJ L00 P.WEESIGNFR ...... ._ Q r SILL <TYP� r 1:„. kB X 3/i SEL7 3/4 SELF - �F `�,. kG X 2/4 SELF ; TAPPING S fS _ ^TAPPINv SNS TAPPING SAS I X C 7/)5 X 3/E i, X 2 7/ib X Y/E - _ .. [ X 4 X 3/8 1 1 iU�E MULLIG4 TUBEL _ MULLION J L 3 : zED^Lty a - TUB 7VEEN :.SEALANT ANT BETW WLID3`.f,..FLAr:.riES - - , VL%1;aV rLANGE TI � SELF _ .- .. .. -._. � ._.. Guy cK T�TTAPPING' CNC Lc iG00 S.M./A-PING SNS I I -CAD :TYP,) _ SEALANT 9'zTV£EN SF�TION - Ei-f•. ��3 i .. �'••? r•.•+�' �-h . r k8 X a/' SELF VINDGW FLANGES _. \ T APPINC, Sr'S 1 1 L MllLIItIN « P?d./DES;GNcR SEALANT BE W£- f i0[0 P.W./L'SiGN R .YP) — =L S \\\\ .1000 SILL CTYP.: WINDOW 'LANC•ES ^ L :SLLLiOK i I x9 3/4 SELF t T c,r L r I +c X 3/< $^l` i r -; SM f ) HEAL .'. I �. ] ; SF-CTIO A -A ( F_? EVATIO a F ^M EXTERIOR V Ii=C R TAPPING n�PiN X 4 X 1%8 I __,. j Tom:, r< __'_r: INTERNATIONAL, INC ,..,.. "-2' � ! ? AORIDA EXTRUDERS SANFORD, FLORIDA �TIME:S iF_,t�'_. ;�Qi_ r=i-_NNE CH T OF r T't!ti -� '^:T L M`I'--T`N SECTIONS i . - --- J ^P!=;L CAPA.0 T i ES J1 DRafY1 BY I APPROVED BY: r-:r 9 ;000 F.'V./±;-SIGNER SILL (TYP.) *0 Y '1/1 SELFTAFPiNG SMS TUBE MULLION '( SEALANT EETVEEN V1.140OW 'LANGZS- L MULLION SEALANT BETWEEN u \_Oe X 3/4 SELF VINEOV FLANGES TAPPING S4S L MULLION; ' ^GO S•Y HF_AD ( I YP.) SEALANT EETVEEN /. WINEOW FLANGES SECTIGN A -A t i L MULLION 1GGG P.V./EESTGNE'c FSILL. (TYP.) 0 X 3/4 SELF TA^F1NG SNS r i X 2 7/1G X 1/E L4I--1I7J1 TUBE MULLION SEALANT BETWEEN WINE1`.' FL..ANt•ES- S MULLION "\ •�. \- kB X 2/4 SELF TAPP[NG.SMS SEALANT BETWEEN TI'Q'•I A —a• �3) \ 6 MULLIGN r-1^_GG P.V./rEc'GN-K SEALANT BETWEEN 1 j SIi_L Y1 CGJ rLAhu S \ i _ i NL� Gti r x x 1/e 7L J 10GC P:V./Dc iGNER SILL (TYP.) ,tiA X 3/4 SE!.= TAPPING SMS iri.. X..:E TJ=_ 114ULL.=N TYPICAL mULLJON TO CGNC%'c,= C JAB.!° (APPLIES TO JA.`.!F WHERE ! S 2' X 4" TU9= NIULLiCNE ARE USEL';• Q CONCRETE OR MASONRY'-.�. BY OTHER - ONE EY ',/DO! _/ EUCR R" OTHERS Q \ CENTRAL FLORMA B. 0. A. F. i!i �—,E x 3/4 SELF TP.PPG`:G SMS MA UFACTLMR NAME: I 1—�000 S.H, f _AD (TYP.) 2` 2129R SECTi`)i4 A —A (2) MASTF—IR FM # 6 �- 1000 P.V./GES ER i SILL (TYP.) /-#2 X 3/4 SELF / TAPPING SMS S!L (TYP.)ES!GNER Ii L1 Xc 7!1S X 3/2 � SILL (TYP.) TUBE MULLION T �/-#8 X 3r.SELF TAPPING SMS l 4 X 3/E TUB- 14'JLLIGN SEALANT BETWEEN WINDCJ FLANGE - X 3/4 SELF — loao S.H. TAPPING SMS HEAD (TYP.) r 1000 F.V./DESIGNER j S'LL (TYP.) r-4C X 3/4 S- r TAFFiNG .i �_ X 3r8 ,nT4r--Innl r — ,'JLL i a ..,:STA ; =TIO?! ANC -OR 3/i6' DiA TAPCON SCREV Ai CHCR 'T'r ExTERNAL MULLION INSTALLATION CLIP 1 1/4, MIN. EM-KDHENT W._l_L IGN t 4 iF ViE'AEC FROM a_`31GR FLORIDA EXTRUDERS INTERNA I SP.NFORD, FLORIDA NC 'T[TLE: VVV"' DR.AWN SY: - I APPROVED SY: L� � no !z ALF.: � - I D'AG.: M I A M i-DADS PRODUCT,CONTROL NOTICE OF ACCEPTANCE Premdor Entry Systems 911 E. Jeferson, P.O. Box 76 Pittsburgh ,KS 66762 MIAMI-DADS COUNTY. FLORI METRO-DADE FLAGLER BUILDI BUILDING CODE COMPLIANCE OFF! MEN RO-DADS FLAGLER 1)UiLDI 140 wi:S'r rLAGtxm S'I umn-, sUrn: 1 MIAMi, FLORIDA 33130.1 (305) 375-2901 VAX (305) 375-2 (:oN'rltAc,cou mcrNstw. 1ISC'r (305)175.2327 I:AX(303)373.: co,N* tAmoit t:\'I UIiC'1:�111:NT mvis (305) 375.29" VAN (305) 37S-: PRODUCT r CON'1.Hot. DIN .is (303) 373.2902 Fs%.X (305) 372„4 Your application for Notice of Acceptance (NOA) of: Eutergy 6-8 S-W/E Inswing Glazed Doubt! Nv/sidelites Residential Steal Door under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types Construction, and completely described herein, has been recommended for acceptance by the Miami -Da( County Building Code Compliance Office (BCCO) under'the conditions specified herein. 4, This NOA shalt not be valid after the expiration date stated below. BCCO reserves the right to secure I product or material at any time from a jobsite or manufacturer's plant for quality control testing. If i product or material fails to perform in the approved manner, BCCO may revoke; modify, or suspend use of such product or material immediately. BCCO reserves the right to revoke this approval, if ii determined by BCCO that this product or material fails to meet the requirements of (lie South Flor Buildin, Code. The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01-0314.2S EXPIRES: 04/02/2006 Rate tcoanguez Chief Product Control Division 'THIS iS THE COVERSMEET, SEE ADDITIONAL PAGES FOR SPECiFiC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW C0NINTITTEE 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. APPROVED: 06 051200i X-rc. 4-" Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance 01'lic T Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED I: JUN 0 5 2001 EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 00-0321.27 which was issued on April 28, 2000 approves a residential insulated door, as described in Section 2 of this Notice of Accepta designed to comply- with. the South Florida Building Code (SFBC), 1994 Edition for Miami-[ County, for.the locations where the pressure requirements, as determined by SFBC Chapter 23 not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.I The Series Entergy 6-8 S-NV/E insiving Glazed Double ,Residential Insulated Steel Doors Sidelites- and its components shall. be constructed in strict compliance with the follo% documents: Drawing No 31-1028-ENV-I, Sheets 1 through 6 of 6, titled "Premdor (Entergy Br. Double Door with Sidelites in Wood Frames with Bumper Threshold (Inswing)," preparec manufacturer, dated 7/29/97 with revision C dated 01/11/00, bearing the Miami -Dade Col Product Control approval stamp with the Notice of Acceptance number and approval date by Miami -Dade County Product Control Division. These documents shall hereinafter be referred t the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications of pair of doors and single door only, as shown i approved drawings. Sini-Ic 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 angle between the edge of canopy or overhang to sill is'less than 45 degrees. Unless unit is installed.ir non -habitable areas where the unit and the area arc desioncd to accept water infiltration. 4. INSTALLATION 4.1 The residential insulated steel door and its components shall be installed in strict compliance wit the approved drawings. 4.2 Hurricane protection system (shutters): the inttallation of this unit I will require a hum, protection systellri. 3. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved 6. BUILDING PERMIT.REQUIRMNIENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installatio 6.1,3 Any other documents required by the Building Otlie:ial or the South Florida Building Co, (SFBC) in order to properly evaluate the install ion of this system. Mane l Pcrcz, P.E. Product Co C Exam Product Control Division Premdor Entry ystems ACCEPTANCE No.: 01-0314.25 APPROVED JUN 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 aceeptar including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initi, submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the proddct or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fce) 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 displaycd in advertising literature. If any portion of the Notice of Acceptance is displaycd, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. S. Failure to comply with any section of this Acceptance shall be cause for termination and removal Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. EVD OFTHIS ACCEP"'ANCL: Manueftercz, P.E.; Product Cont r ram Prod u 'ntroI Division r Glazed Units COP-UUL-MA0100-02 ' FIBERGLASS DOORS 6'8" Height — Inswing 1 X - 1 I 2'0" 1 I COP-WL-MA0141-02 �1 r-- 02-0419.08 (Application Filed) t• 1 52.0 1 1 NO 2'6" 2'8" 2'10" 3'0" 316" Not Listed Not Listed - - t• t 1. 1 52.0 NO 1 X0, OX, OXO I t I 1 1 2'8" + 1'0" 1 1 COP-WL-MA0143-02 r,l r 02-0419.08 (Application Filed) 2'8" + 1'2" 2'10" + 1'0" 2'10" + 1'2" 3'0" + 1'0" 3'0" + 1'2" 1'D"+2'8"+IT COP•WL-MA0144-02 02-0419.08 (Application Filed) 52.0 I NO I 1'0" + 2'10" + 1'0" 17 + 2'8" + 1'2" 1'0" + 2'8" + 1'0" VG"— 3'0" + IT 1'2" + 2'10" + 1'2" 1'2" + 3'0" + 1'2" TV + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0142-02 02-0419.08 (Application Filed) 52.0 I NO i 2'8" + 2'8" 2'10" + 2'10" TV + 3'0" TV + 2'8" + 2'6" + 2'6" COP-WL-MA0145-02 02-0419.08 (Application Filed) 52.0 NO 2'8" r TV + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2"0" 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.mason ite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, slate or local building codes specify the edition required. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done In accordance with Miami -Dade BCCO protocol PA201, ?,202 & Ph2C3. Oak aff M k EW 111,1 XCLASS e-n'KYeI IC,c)HS i e.r•u+N F4 ,U"Gv, Do Zt 29. M2 edmmull Onplam DI 01 DCua 101M.T mint milt: fpeoGc7lbns, design Ind O'Ddua dcl]il wbica 10 charve walOul nDlice. tccl„y�Dl, „"m PREM 0!?6*,ii,i T Orct,,, Dcer, Masonite International Corporation °£ COP-MMOIM-02 FIBERGLASS DOORS Glazed Units 6'8" Height — Outswing 2'6" _ X 2'8" 2'10" TO". TV �• 1 1 2'8" + 17 2'8" + 1'2" a 2 13" + 1'0" I 2'10" + 1'2" 3'0" - 1'0" 3'0" + 17' COP-WL-MA0161-02 02-0418.03 (Application Filed) 55.0 NO Not.Llsted I I COP-WL-MA0163-02 Not Listed �.1• i 02-0418.03 (Application Filed) — r• 55.0 - I. NO X0, OX• OXO i1'2" i 1 1'0" + 2'8" + 1'0" COP-WL-MA0164-02 02-0418.03 (Applicalion Filed) 55.0 NO 1 ; IT + 2'10" + 1'0" 17' + 2'8" + 1'2" 1'0" + 2'8" + 1'0" l'O" + TO" + 1'0" 1'2" + 2'10" + 17' + TO' + 1'2" �2'6,26' -26" 1 2'8" + 2'8" + 2.8" 2'1G"+2'10"+21V i 3'0" + 3'0" + TO" XX, OXXO 2'8" + 2'8" COP-WL-MA0162-C2 02-0418.03 (Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 37 + TO" 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" TO" + 3'0" + 3'0" + TO" Not C�- 1. Dccr arrangements using fewer panels than what is showi, in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonhe intarnstional website (www,masoiile.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 specity.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. WN Oak raft ARM'. l< n�YkY 000!it A,vd 20. 2W2 W C4+bnu,p 0,000M of W O CinlorWWteiq Wo-T .w•d f.b«r.., fnh CN.: Make$ SpeCiLpliom Cosign UO Volw T owm. oeu, MaSon1te international Corporatior. 04A .u-_i Y1 SO aunpe witlKK-1 Mitt. - ' 004L-MA0100-D2 FIBERGLASS DOORS Glazed Units 8'0" Height — Inswing X X3. O,{, ,,.,0 2'0" COP-WL-MA0146-02 02-0423.01 (Application Filed) 40.0 NO I i — 2'6" 2'8" — 2'10" TO' 3'6" Not Listed 2'8" + 1'0" TV+17' 2'10" + 17 COP-WL-MA0148-02 3'0" + 'IT ! 37 + V2" Not Listed — — 02-0423.01 (Application Filed) 40.0 NO COP-WL-MAD149-02 02-0423.01 (Application Filed) 40.0 NO 2'10" + 1'0" 17 + 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' + 210" 3V'+3'0"+TO" XX, OXXO 2'8" + 218" COP-WL-MA0147-02 02-0423.01 (Application Filed) 40.0 NO + 2'8" — 2'1V+2'10" _ TO" + TO" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0150-02 02-0423.01 (Application Filed) 40.0 NO 2'8" + TV + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" TO" + TO" + 3'0" + TO" Notes: 1. Door arrangements using fewer panels tear. what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from, the Masonite Ir,lernalional website (www.masonite.com) or from the technical center. 3. lnsta:'ation ins!rectioas are available from the W.asonite Interna'.icnal website (www.masonite.com) or from the technical center. 4. Actlici L?sign pressure requirement for a specific cuild!ng design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or lDcal 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 & PAM. Oak, ,gaff ,MTEK" , 11,N �,..\X.S I:N'I'NY ()bill lf� hen-1ww•u ii.rp.0 Ga]Own r:vr ca*.1 11; c;;r., ct uroGanllcpmaanrM_mots ipr:�fia::n+'s. Crsge 7s7 ;,>:a� Masonite International Corporation Glazed Units _ � COP-WL-MiA0100.02 FIBERGLASS DOORS 8'0" Height..— Outswing X 1 - 2'0" TV 2'8" COP-WL-MA0166-02 2'10" 3'0" 02-0423.03 (Application Filed) 47.0 NO 3'6" Not Listed 1 1 1 1 2'8" + 1'0" 2'8" + 17 2'10" + 1'0" 2'10" + 1'2" COP-WL-MA0168-02 3'0" + 1'0" 37 + 17 Not Listed I.1 � 02-0423.03 (Application Filed) — �• 1 47.0 — 1. 1 NO X0, OX, OXO 1'0" + 2'8" + 17 COP-WL-MA0169-02 02-0423.03 (Application Filed) 47.0 NO 17 + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 110" + 2'8" + 1'0" 17 + 3'0" + 1'0" 1'2" + 210" + 1'2" 17 + 3'0" + 17' 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" A OXXO 2'8" + 2'8" COP-WL-MA0167-02 02-0423.03 (Application Filed) 47.0 NO 2'8" + 2'8" 210" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + TV 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 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. 13 O akcraff iPMT EEC" FItlI:K(: 1..1tt e: N'1—.100.1 N T.. !r:-0. En" D. Apra 29. 2002 Our tom-nu+np program of product irnpror 1 makes specr!"im. des+on and product �" ow• a Oaa.. Masonite International Corporation , detail suortcr to Cnanpe wnnout nor". Opaque Units 'C0P-WL-MA0100.& FIBERGILASS DOORS 6'8" Height — Inswing X 2'0" COP-WL-MA0101-02 01-1031.01 76.0 NO 2.6" 2'8" 2'10" 3'0" 3'6" Not Listed Not Listed - - Anng1 X0, OX, OXO I 2'8" + 1'0" I MIR I R I1 COP-WL-MA0103-02 MUMUMME 02-0109.10 (Application Filed) MUM 55.0 1 1 NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 17 3'0" + 1'0" 3'0" + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0104-02 02-0109.10 (Application Filed) 55.0 NO 1'0" + 2'10" + 1'0" 17' + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + IV' 17' + 2'10" + 17 17 + 3'0" + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 37 + 3'0" + 3'0" XX, DUO 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" + TO" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0105-02 02-0109.10 (Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 37 + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. r� O ak raft AR 1 EK'" F IMk.XO1.A Si E "'N DOO.5 �1 (_D_ Rpna 29. 2002 pun conpnump pro0ram of OrodW nno," ment makes SMiliralq $. dev9n and pnoduCl pelad'W.W 10 Cnande _1h.1 nwl r.riuu.eb lrom PREMDa G;✓i ;, a Masonite International Corporation #COP-WL-MA0100.02' FIBERGLASS DOORS Opaque Units 1' X r 11 2'0" 2'6" 2'8" 2'10" 3'0" 3'6" 1 1 2'8" + IV' 2'8" + 1'2" 2'10" + 1'0" 2'10" + 17 3'0" + 1'0" 3'0" + 1'2" 1 1 COP-WL-MA0121-02 Not Listed . f I COP-WL-MA0123-02 II' • 01-1031.02 Not Listed 1. 1• 1 02-0109.09 (Application Filed) 6'8" Height 1• •1 76.0 — Outswing 1 1 NO — — 1• 1- 1 r 55.0 NO X0, OX, OXO 17 + 2'8" + 1'0" COP-WL-MA0124-02 02-0109.09 (Application Filed) 55.0 NO 1'0" + 2'10" + 17 1'2" + 2'8" +'IT 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 17 + 2'10" + 1'2" 1'2" + 3'0" + 17 2'6" + TV + 2'6" 2'8" + 2'8" + TV 2'10" + 2'10" + 2'10" 3'0" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0122-02 02-0109.09 (Application Filed) 55.0 NO 2'8" + 2'8" 210" + 210" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP WL-MA0125-02 02-0109.09 (Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 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 & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. 0 O akc aff •A'1< <A AR' EK' E•<turrelY t.om FIHF.XGI'ASS FNl'HY"DOORS ELwWu Emry Open (����� / � rI�LJYE� 11 r.�Irv✓i. m Ou• ilY Oo ❑ ADri 29.2002 Our conlinuino program of oroduts ✓nDrovemem makes soecdcaf ions. design and oroducl Masonite International C o r p o r a t i o n Oew Suojeo to mange wilhow notice. _ Opaque Units CdNWL-MA0100.02 FIBERGLASS DOORS 8'0" Height — Inswing l t l l i.t r l 2'0" 2'6" 02-0109.08 27l X '8" COP-WL-MA0106-02 (Application Fled) 70.0 NO 2'10" 3'0" Not Listed Not Listed — — 3'6" 2'8" + 1'0" 2'8" + 17 210" + 1'0" 02-0109.08 2'10" + 1'2" COP-WL-MA0108-02 (Application Filed) 55.0 NO TO" + 1'0" 3'0" + 1'2" 1'0" + 2'8" + 1'0" 17 + 2'10" + 1'0" X0, OX, OXO 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + 1'0" 02-0109.08 1'2" + 2'10" + 1'2" COP-WL-MA0109-02 (Application Fled) 55.0 NO 1'2" + TO" + 17 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" TO" + TO" + 37 2'8" + 2'8" 2'8" + 2'8" 02-0109.08 2'10" + 210" COP-WL-MA0107-02 (Application Filed) 55.0 NO 3'0" + TO" XX, OXXO 2'6" + 2'8" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" + 2'8" 02-0109.08 2'10" + 2'10" + 2'1On + 2'10" COP-WL-MA0110-02 (Application Filed) 55.0 NO 3'0" + TO" + 37 + TO" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. O akiggraff ulr d AR EK" "T e.atuvrely � el Nt:"0,..�\G F: N'1'%V n001t( Non-T�.errW f.O.rn•u ErwT Door, .n o...�„T o Ao,d 29. 2002 0., Commu,no 0,00mm of o,odyp .0—e,nenl makes s0eodiexl , 6,Kn no moo"ct Masonite International C o r p o r a U o n • dead SUClecl 10 canoe WOW nonce. MEJAW1 FIBERGLASSDOOR Opaque Units 8'0" Height — Outswing 2'D" 2.6" X 2'8" 2'10" 3'0" 3'6" 02-0109.07 COP-WL-MA0126-02 (Application Filed) 70.0 NO Not Listed Not Listed — — X0, OX, OXO 2'8" + 1'0" COP-WL-MA0128-02 02-0109.07 (Application Filed) 55.0 NO 2'8" + 17 2'10" + 1'0" 2'10" + 1'2" TO" + 1'0" 3'0" + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0129-02 02-0109.07 (Application Filed) 55.0 NO 1'0" + 2'10" + 17 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3'0" + IT 17 + 2'10" + 17 17 + 37 + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 37 + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0127-02 02-0109.07 (Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" TO" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0130-02 02-0109.07 (Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" TO" + 37 + 3'0" + TO" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201. PA202 & PA203. O ak raft AR I E'" flNl.M(i I'.1tiS C.1— Doo.s 1-Tuo.na FL 0.. E" D. Apra 29. 2002 our come —no program of product improvement makes SpedifiUtq s, design arM product detad sopiect to cnanoe wdh.o notice. E.clu.iv<ly I.om Masonite International Corporation X Unit 6' TYP. �"� IIIIIDWLMA0Q01.�02� q �, �e; SINGLE • • T 6- TYP. 6'8" UNIT 8'0" UNIT 13-15/16' 17-1/8' MAXIMUM ON CENTER TYP. • 6 per vertical framing member • 2 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. • Width of door unit plus 1/2" • Height of door unit plus 1/4" Latching Hardware: • Compliance requires that GRADE 3 or better (ANSI/BHMA A1562) 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 #8 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NDS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment_ The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. E.CIYfv<Iv room April 29. 2002 Masonite International Corporation our commu,ng orogram of Product imorovemem makes S0ed11C3WrS. &e ,Q. 1"0 01.d.0 dold S.0, W W mange -0.0 -0- • or • MIDWL MA0003=02 Unit SINGLE DOOR WITH 1 SIDELITE 3- PTYP--'' 6' CL TYP. � TYP. TYP. � I 76 TYP. 6'8" UNIT 87 UNIT 13-15/16' 17-1/8' MAXIMUM ON CENTER TYP. • 6 per vertical framing member • 7 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. t=�,•i ' It• t 1 • Width of door unit plus 1/2" • Height of door unit plus 1/4" t t t t I t t Latching Hardware: • Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include #8 and #10 wood screws or 3/16''Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NOS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. E<lu].�ly I Awd29 2002 Masonite International Corporation Ow UI �, VU�CI ,;I•] -.a nlCnl ln�4t1 TnCCACiIUn]. des., anc J,WO aHja Suolen to cnange wdnout nonce. - • • A �tMiOWL�IVIA0004-02 '; y Unit SINGLE .••- WITH. 2 SIDELITES 6' TYP. 6'8" UNIT 8V UNIT 13-15/16' 17-1/8' MAXIMUM ON CENTER TYP. t • 6 per vertical framing member • 11 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. • Width of door unit plus 1/2" • Height of door unit plus 1/4" t t t 1 t t r T ► t y Latching Hardware: • Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include #8 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA 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. rl E .<lu.�v•ly ffom PREM �''74,111,,&, a Apii149 2002 Masonite international Corporation Ow com��w.no �,ovfam a mod,,:' �., +aura mares xnc<n¢almn. �. dC1�(♦n and mud'a delad Suulecl to _ren{)e wdnoul nubce. - oxxo MIDWL-MA000502y` Unit DOUBLE DOOR WITH 2 SiDELITES b CL TYP. TYP. 3- o TYP. TYP.I i li 11 1 it Il 1 �l 11 1 �TV ~( i( 11 i t1 ii i ii i1 i� 6'8' 13- f f f f f f 1 • 6 per vertical framing member • 16 per horizontal framing member Hinge and strike plates require two 2-1/2" long screws per location. UNIT 8'0" UNIT 5/16' 17.1/8' MAXIMUM ON CENTER TYP. i 1 r • 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. • UNITS COVERED BY COP DOCUMENT 3147 or 3167 Compliance requires that 8" GRADE 1 (ANSI/BHMA At56.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include #8 and #10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NOS for southern pine lumber with a side member thickness of 1-i/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. Im �/�r Eaelu+irely I+om April29.2002 Masonite International Corporation Our commump p+oonm of o+Odutl M Dfovemenl makes so-1-hon. despn and o,odu dead SOKCI 10 enaoQe wolqul polite XX Glazed Inswing Unit APPROVED ARRANGEMENT: yv##,, i ♦�^,y �gR 0 t Cd# WL-MA0142=02 , FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed TO" x 6'8". Double Door Maximum unit sire = 6'0" x 6'8" Design Pressure +52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have beep 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 as as 00 00 00 100 Series 133, 135 Series 136 Series 822 Series 1/2 GLASS: 00 00 00 00 00 00 105 Series 106. 160 Series' 129 Series' 12 RA., 23 R/L, 24 R/L 107 Series' 108 Series 304 Series Series' 'This glass kit may also be used in the following door style: Eyebrow 5-panel with scroll. Oak raft AR k EEC'" E.<luv+<Ir wuuJ. ,r n FIUIROLA SS LH'I'Xy 1' DOORS iiDwNa•Erwr Dmn April29.2002 Masonite International Corporation G., comi—no MOplam 01 0r00uq " 1,0 menl makes SDK,I,CalVnS. deSQb and orOduCl detail subject to chanbe w,inoui nw,ce XX GlazedInswing Unit APPROVED DOOR STYLES: 3/4 GLASS: a .00 404 Series CERTIFIED TEST REPORTS: CTLA-805W-2 a on 410 Series FULL GLASS: 109 Series 114, 120, 122 Series COPINL MA0142 02 s i 152 Series 149 Series 300 Series Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AF 4 EC" 1'1If1 N(:L.\�.1 I:NINI' I)r)<JN.\ Non4.,urM E:berrau Envy Dowi April 29.2002 Our EorNmu,ng program of product morovenrent nukes specdiutiors, desgn and product dead suolect to change wn out hot¢e. E •cluf,v<ly 1 ^0�• y Oaa.. Masonite International Corporation 0 XO or OX Glazed Inswing Unit APPROVED ARRANGEMENT: C0P-WL-MA0143=02 FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed TO" x 6'8". Single Door with 1 Sidelite Maximum unit size = 6'0" x 6'8" Design Pressure +52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have beeO 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 1 00 00 00 H 00 100 Series - 133, 135 Series - - 136 Series 822 Series 1/2 GLASS: n ❑ uH uu ii ❑ a 00 00 00 00 00 00 105 Series 106, 160 Series' 129 Series' 12 R/L. 23 R/L. 24 R/L 107 Series' 108 Series 304 Series Series' -This glass 34 :nay also be used in the following door style: Eyeorow 5-panel wilh scroll. O akcraff AR k EK'� VIILK6LANS L N IKY 1)11(—--h.—Fq.ry—Fnve Ooon PREMD i..//,.,:. Masonite International Corporation Aprd 29. 2002 dur —W-, OI protluCl �nrpr0.tnlenl nUFeS saccd2arrons. afs an L:a ✓.atloCl aeud wolal ¢ Inoue w1twur nonce. XO or OX Glazed Inswing Unit . ,COP°WLMA0943 02 s�_`� APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: a a �2 no o® 404 Series 410 Series 109 Series 114. 120. 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: 129 Series 200 Series 12R, 12L, 23R. 23L, 450 Series 152 Series 149 Series 109 Series 120, 122 Series 300 Series 24R, 24L Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202 Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed. of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). ,�� / &a., State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft A O EK %I ,r 11 C A<: L A 1.1 Cu', 1t I111111NI rJon-T.— r:berau E-1, Dodd April 29. 2002 ow com.nWng oloolam or product mvto,enneni makes specdic qns. oes.pn and product Jelbr s+Tec110 change WOW nm4 _ Masonite International Corporation e OXO Glazed Inswing Unit APPROVED ARRANGEMENT: ems;; � r O h .; _.. . O W Single Door with 2 Sidelites Maximum unit size = 9T x 6T ^s` r ,CA t ,���P WL=MA0144b02w �a „.e •ac tea? �,._�� �.,�::� , Note: Units of other sizes are covered by this report as long as the panels used do not exceed TO" x 6'8". Design Pressure +52.0/-52.0 Limited water unless special threshold design is used. - Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specilic building design and geographic location is determined by ASCE 7-national. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0004-02 or MAD-WL-MA0007-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0004-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 00 00 00 00 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: n n 00 00 00 00 00 00 105 Series 106, 160 Series' 129 Series' 12 R/L, 23 RIL, 24 RrL 107 Series' 108 Series 304 Series Series' Tms glass kit may also be used in the following door style: Eyebrow 5-panel with scroll O ak raft AR k EK'" I ULNCLA.\S LN IUY 0111a"S N T—dfi0«Nu fnvy 0. PRE /�C,'MA-.. Ip April 29.2002 Masonite International Corporation Our eo--ne O,Odr— Or 01.duel -11—emenl makes sp-l- wOS. deS,On JOd OIOd.1 dead suOiccl In C .9, -now .00ce. _8 « .GEIEMNIW Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: ao an 404 Series 410 Series 109 Series 114, 120, 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: 0 129 Series 200 Series 12R, 12L, 23R, 23L, 450 Series 152 Series 149 Series 109 Series 120, 122 Series 300 Series 24R, 24L Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oakgraff A6� 0V •.t 1 < .1 F.0 LN(:L. NN LN "i'Ill'RDOOKs taw•-T..• lF-,.. Env, Oxon Apri129, 2002 Ow conlinumg prooram o1 oroducl i oro,rment makes sonilications, 4mon and ofodun delad SubjW to Change without norCC. o� Masonite International Corporation OXXO Glazed Inswing Unit APPROVED ARRANGEMENT. 0.1 o Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Double Door with 2 Sidelites Maximum unit size = 12.0" x 6'8" Design Pressure +52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location Is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0005-02 or MAD-WL-MA0008-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0005-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 o0 a0 00 00 00 100 Series 133.135 Series 136 Series 822 Series 1/2 GLASS: n n UU I00 0 ° a ao 00 00 00 00 00 105 Series 106, 160 Series' 129 Series' 12 R/L, 23 R/L. 24 R/L 107 Series' 108 Series - 304 Series Series' This glass kit may also be used in the following door style: Eyebrow 5-panel with scroll. Oak ra AR4EW E+<Iof•.e y t.om - FInlKc:LA\ N LNIXY DOOK\ w-T..o,. ra,.rr...EnvyoPRFA vs:x6..1/,✓,:,., a April 29. 2002 Mason ite International Corporation Our conbnu,ng program or ,,Oaua Nrprovemenl makes specnicanons. ats,gn and producl 1 0111A suDlttl 10 CNnq< wnnOW n01•Ce. ' 0XX0„; jaCOP WL°MA014502ny Glazed Inswing Unit I APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: a 404 Series 410 Series 109 Series 114, 120. 122 152 Series 149 Series 300 Series Series APPROVED SIDELITE STYLES: 100 0- 129 Series 200 Series 12R, 12L, 23R, 23L, 450 Series 152 Series 149 Series 109 Series 120. 122 Series 300 Series 24R, 24L Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). 1 �f / &af�p State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raff AR B EC'" t,111L.611's LNI —e.ur.a ta—,.rE—,0— April 29.2002 Our com mum" program of product -vM emem makes speOhcabpns, design and product detail subject to change Without nm.c<. E.�I,.)irelr f)om Masonite International Corporation XX CQPWL-MA0147�02i Glazed Inswing Unit APPROVED ARRANGEMENT: o r.x o Note: Units of other sizes are covered by this report as long as the panels used do not exceed TO" x 8'0". Double Door Maximum unit size = 6'0" x 8'0" Design Pressure +40.0/-40.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0002-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: 00 404 Series am no na 822 Series 108 Series Oak raft EW E.e1u11re1y ,.om w........,..,•..., /�r., L 1AULNC:LA.SS LN-1'Nl' UUVNI ebmT�.ared Eperrhhu Env, D— PRF Vl'?K14,1,i. CJY1 � o.. pr o••.. E1/C///, April 29.2002 Masonite International Corporation Ow conl.mm.g I,ogiam 01 o,odun improyemem makes SpM icahon3. design and p.0010 deoa sunrea 10 mange wnnoul nonce. XX Glazed Inswing Unit l 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 0 810 Series 852 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). / &—u-P State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR q EK" I ULX I:L.\l\ LN {O Vr Eov, Door, April 29. 2002 Our conllnwnp pro,n or Drooutl improvement nukes Spedlialions. CesiQn and producl "rr" SuoleCt to Crunpe w"how no] C, PRC,' Masonite International Corporation • or • g 'COgP�WLMp0148 02 Glazed Inswing Unit APPROVED ARRANGEMENT: 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". Single Door with 1 Sidelite Maximum unit size = 6'0" x 8'0" Design Pressure +40.0/-40.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national. state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0003-02 or MAD-WL-MA0006-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0003-02. APPROVED DOOR STYLES: 1/4 GLASS: MM as no 822 Series 1/2 GLASS: 0 ao 404 Series 108 Series Oak raft A 4 EW E.[I� ely l.um w .....I. •., Ic .ur.. .I I.I,,,�.N(�1, �\♦�I: `i'I N\'•nt1tlN� ­T<.u.red f.pe,r... Ewvr Cloo•+ ❑ ��/�'9 Apn129,2002 �o� roe Masonite International Corporation 0u, ,Id.Nnwng o,0Q,ann of 1„oduq �,nP,ovemen, makes SNMd2aNdns, oes.on and fnod- .11, s.olec, IU mange wnnow n".", • or • " COP=WL=MA014802` Glazed APPROVED DOOR STYLES: FULL GLASS: 0 810 Series 300 Series APPROVED SIDELITE STYLES: a' �r 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). , - ' a—�� &at�5 State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR -4 EEC" E.etu...e1T L.m IAHLRGLASS LN-IRV DOORS Non-T..•.redrw.q..EnvTDo•n m Ou. a Door April 29.2002 Masonite International Corporation Our continuing program or Drodun unprU,,ement makes sp-licalions. design and DrOdW dead su0lec1 Io mange wnnout nonce. _ OXO Glazed Inswing Unit APPROVED ARRANGEMENT: 0 0 COP WL=MA0149 .0 .. Note: Units of other sizes are covered by this report as long as the panels used do not exceed TO" x 8'0". Single Door with 2 Sidelites Maximum unit size = 9,0" x 8,0" Design Pressure +40.0/-40.0 Limited water unless special threshold design is used. - Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have beeA followed — see MAD-WL-MA0004-02 or MAD-WL-MA0007-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0004-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: 00 404 Series am 00 00 822 Series 0 108 Series O akcraft AlFCOEW k.<luuveir (.om LIULK(it.A\\ Lv'1'N1" U()()NN r+o�-e•wr..a ree.jYn Envr Oow. //�)�/)rr,,''!llln ❑ 6 �ACJYI✓Vn �..��r� i.w �• O� r Oa April 29. 2002 Masonite International Corporation out continuuff Otovam of orOduct imp(ovemesi makes SOecnicw Qns. oespn ano o(oduct dtuil Suollcl t0 CnanOe wilnoN n0t,ce. APPROVED DOOR STYLES: FULL GLASS: 17777 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: TESTEDIN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). / aatxi�� IState of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak A11FC4 E9C`" 1:10CRGLASS LNTRY DOORS (vw,.T<.wrM fL..r4u EnuT Dews April 29. 2002 Our comnuln0 proeam of produa irnprovemem makes speciticalgns, detlQn and product deta,i sultiecl to cnanQe w4n0ul notice. Ear,' Eaclufiv<Ir Irom L rl�U�'1 vi��i✓�r�i, r. a / „m a I asonite International Corporation OXXO Glazed Inswing Unit APPROVED ARRANGEMENT. r O O �. " TtC *0MAO¢150 02 p 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 Side►ites Maximum unit size =127 x 87 Design Pressure +40.0/-40.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national, state or local building codes specity 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: DID 822 Series a 00 4Series 108 Series Oak raft A 4 EC- t,c,v,ively ,,um N•..o.i.a n '1'c a(u rrd I: I n1RCL A til LN'I KY C(1(1K1 F-,.0 t—,Coon ❑ April 29.2002 Masonite International Corporation 0., conuwm0 droQ'3m of o(odan -o� 1v 1 mates zottNfolrom. d,,ip .-d DWW dead Subitn 10 CtU Qe w1nfdu1 M—. - - OXX0 Glazed Inswing Unit APPROVED DOOR STYLES: FULL GLASS: 810 Series 300 Series APPROVED SIDELITE STYLES: j 450 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor. P.E. — License Number 56533 f;III LN(%L A%.% L7NI Nl' 911-.1 nbr.U-1I—,U. E", Door Aprd 29. 2002 Our commwrq program of product Imo—emem mates swdrcawns, design and product detail suhletl 10 change wnftm;I n4.2e E.efut�rery r.�m PRE'v�MasQonite International Corporation , XX Glazed Outswing Unit i APPROVED ARRANGEMENT: Q g�< x ` W COPWL 'MA0162� 02 f Note: Units of other sizes are covered by this report as long as the panels used do not exceed TO" x 6'8". Double Door Maximum unit size = 6V x 6'8" Design Pressure +55.0/-55.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASIDE 7-national, state or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0012-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 00 00 00 00 00 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: n [i uu OU a . a 00 00 00 00 00 00 105 Series 106. 160 Series' 129 Series' 12 RA.. 23 R& 24 R/L 107 Series' 108 Series 304 Series Series' -This glass kit may also be used in the following door style: Eyebrow 5-panel with scroll Oak AIf k EW E,<lu. rely ,,om I II11:H1: L.\.i .\ 1: 11'Nl- 111111.S _.U.—f-110—E-10— Apfd29.2002 Masonite International Corporation 0u, Conn­.ng Drogram of DIOd,O v D.Ovemenl makes SDD fd ajq . design and Dtaducl aeud suolecl to cnange wanoul non- 1 COP-WL`-MA0162-02 ''! Glazed Outswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: a 404 Series 410 Series 109 Series 114, 120. 122 152 Series 149 Series 300 Series Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, P.E./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both Stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 O akcraff AR' EK I,IULU<:L.\ll EN XY UOOKS N T.w r4•rS."Env, Dm April 29, 2002 OD, com.nwnp program of Drodu l +n0rovemem makes swilk itions, design and prMW detail S^w ID cNnOe wdnpul ii.Ke. Masonite International Corporation XX Glazed Outswing Unit APPROVED ARRANGEMENT: 8'0" FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door Maximum unit size - 6T x 8'0' Design Pressure +47.0/-47.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national. state or local building codes specify the edition required - MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0012-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: a as 404 Series QID as ao 822 Series ED 108 Series O ak _raff AR k EK'" wo..n. r•.�n r..r�.en I AULKGLASS LN'1'K.Y 001)KS Envy Deer April29.2002 Masonite International Corporation Our conpnamQ program or produa anprovemem mates spttdxmans. d-Qn and nrodua oeud Sub�co w [nanQe witnoul ndLCe _ t 4 3 2 I fipi (25 GA. 511EI IK!�jl IS INITRN�/DAlX M- OR 46' WIDE DOOR. REVISIONS S"f, S� N A4.. .!I R,.tr 194 rA _W REV. NO. ZONE: DATE: ECN NO. APPVD: DESCRIPTION AND URETHANE ADHESW S18 GLASS OR A 1 82 11/00 MWN I OTY (1) WAS (2) FOR TRACK BOLT ACRYLIC UTES AVAILABLE SECTION 8-8) HORIZONTAL TRACK SUPPORT BY 20 GA. MIN. END STILES ATTACHED TO DOOR DOOR INSTALLER (TO SUIT) SKIN WAmfmTH PATENTED TOG -I -IOC SYSTEM crop. BOTTOM & CENTER). VIEV 13 CA. G&V, 511DEL ILAG BRACKET. �-v EACH FASTENED TO WOOD JAMB WITH (3) 5/16 XI-514" WOOD LAG SCREWS. LISTED UM DOUBLE TRACK TRACK CONFIGURATION LOW HEADROOM IS AVAILABLE AS AN OPnON VIEW "C" X HEIGHT I IT 2' C&V. STEEL TRACX, MIN. TRACK THICKNESS: .050" (BOTH SIDES) reP- 2-112mx12 G& CALY, STEEL TRACK BRACKET. TWO POINT LOCKING (4) TRACK BRACKETS PER SIDE Cl LHR TOP BRACKET REPORT#9606C 7RXX DOUBLE HORIZONYAL 3' x 20 G& U-BIQM U-EARS IN A 2-1-2-1 LOW HEADROOM PATTERN OZ TWO U-EARS ONE —U-BARS —ON HEir SECTION, ETC.) SCREWS LOCATION OPTK*.L VEOF Awnom& OUTSIDE KEYED LOCK POSITION --------- IN- . MAX. DOOR WIDTH - 16-0' TAPPPNC SCREWS. ITE HINGE NOTE 1: I12 .4 mm,SCREWS LmVV%CENTERS. . Ww MEW DOORS UP TO 7'-0- HIGH CONSIST OF (4) SECTIONS FRONT FRANC WITH U.V. WASHER REWIRED. LAG SCREWS MAY 8E ODUNTOMW COATING ON OUTSIDE SURFACE DOORS OVER 7'-0- HIGH CONSIST OF (5) SECTIONS (NOT (Bur NOT REWIRED) TO PROVIDE A FLUSH MOUNTINGSTOP MOULDING By INSTALLER (RD ANT) SURFACE HORIZONTAL JAMEIS 00 NOT TRANSFER LOAD. 2x6 YELLOW PINE �13 /10 GA, MIN. GILV STEEL ENO MIX 2' THICK DFROM io SCREW 20 Gk GAILY STEEL INIEEL STILE L L4 1/8 MOLDED MOE &� 12 GA. GALV STEEL LRE RETAINER BRACKETS WITH ONE " M "� Mo BJ 23 CA. MIN.OST.E, 'L 180 4" PAN HEAD SCREW OLL 0 SCREWS PER LITE) 1/7 SKIN COATED WITH G N (I SLEEVE - A. Z=/l, CALVMIZINC, BAKED -ON PRIMER, OR 24 CENTERS (2.000 Al� C�� OR J.D. ROUND 4T) ia GALV. STEEL AND A BAKED -ON POLYESTER SNAP LATCH ENGAGES 1/.%4): TAPcoN SCREWS ON 17-1 2* CENTERS (2.000 7/16 TOP COAT APPLIED TO BOTH \ FASTENER (ONE PUT ROLLER) SIDES OF STEEL SKIN. 12 CA C�V`, STEEL TOP ONTO VERTrAL TRACK. PSI MIN' CONCRETE), WASHERS 14CLUOED WITH SLEEVE ANCHORS. I O.D. MIN. WASHER REQUIRED FA`STE5 MOD TO I TAW USTEWE ROLLER BRACKET. EACH SNAP LATCH ON WITH TAPCONS. ANCHORS MAY' BE 2* GALV. STEEL TRACK FASTENED TO I /a 14 GA, :1 IT, ONE ODUNTERSUNK 2 CA. GALV. STEEL TRACK BRACKETS. FASTENE #14.5 BRACKET ATTACHED W/(4) EACH SIDE OF DOOR. t��.5/8 SHEET METAL INTER. STELE (BUT NOT REOLARED) TO PROVIDE A FLUSH TRACK ATTACHED TO EACH BRACKET MOUKRNG SURFACE HORIZONTAL JAMBS DO NOT VKTH ONE 1/4*. * BOLT A NUT ta')411'f4l-.3/4- SELF SCREWS PER END HIII SHIP LAP JOINTS. E.S.. TRANSFER LOAD. 5/8 0 CA 20 7. F:T. �4 B NUT , 1 4 OR TWO 1/4- GA. RvErs. OUTSIDE KEYED K�V4ME END h— ENO 2- DN. SHORT.SFEM, 10 BILL STEEL ROLLER. 14 V S"TEEL STILE END Gk HINGE. GALESTILE -A OQNFIGU p8 MAX WESTERFIELD. P£ FASTENW TO END INTER. PREPARATION OF AAMRS BY OTHERS. SECTKIN E, FLOIWA P#48495 STILES W/(4) INSIDE HANOU STILE NORTH CAROLINA PE. 023532 SHEET METAL 3' TALL U-W & (4) 1/4-.3/4- SELF OUTSIpE KFYFO LOCK LOCK W 20 Ck C&V. STEEL TAPPING SCREWS. SNAP LATCH LOCK OP EHGA(XS IN DESIGN LOADS: +24.0 PSF & -24.5 PSF MIN. TOLD STRENGTH: 50 KSI OUTSIDE TRACK ON NOTE 2, THE DESIGN OF THE SUPPORT94G STRUCTURAL ELEMENTS EACH SIDE SHALL BE THE RESPONSIBILTTY Of THE PROFESSIONAL OF TEST LOADS: +36.0 PSF & -37.0 PSF HANDLE OF DOOR RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE d 3" TALL . 20 CA. C�V. STEEL U-SARS INOV-E— WITH CURRENT BUILDING CODES FOR THE LOAM LISTED ON IN A 2-1-2-1 PATTERN TWO 11-8,1111 LE LOCK ENCArcs M DRAWING. =.48"" PART NO.: ON . SECTION. Pu'-w ON NEXT INTO VERTrAL T SECTION 11H. Stated M-dl. 2 WOW SL SIU IOW WITH zck EACH o-w ATTACHED TRACK ONE NORKZ. SELF TAPPING SCREWS LOCK ON rC PER STILE LOCATION. DID' SIDE TOEAL Cincinnati OH 5202 OF DOOR. GO. TOLERANCES jj TeL Na. j!tI3_384 - W 6.0-d. .0 ±.03 WHOM CONIAIFL F. W. 1-513-762-3519 �, �; dt=, SECnON A -A (SIDE MEW) LOCK vo-t lu pW cmwM. Fa .00 = ±.015 DESCRIPTION: MODEL 6RST W4 16-0 x 8-0: 24/-24.5 DESIGN LOAD 13 CA- CALV. STEELBOTTOM BRACKET. .0000 ATTAO*D WITH (2) #1415/8- SHEET METAL SCREWS. DRAWN BY: 8MM DATE: 4/18/00 SCALE: NTS DWG. 7[D T Degrees ±1/2' ALUMINUM CaRUSACNI CHECKED BY: MWW I DATE: 4/18/00 SHEET 1 OF I ISIZE MNYL WIATHERSTRIP. AThi'd U.J.-Stated Otl,.,�- Projec DIMENSIONS ARE IN INCHES. DWG. NO.: 102138 REV. NO. E COWINJI'V' ap)!JJ-1;101�4 DIV. IJ c M. A MODEL: 6RST (25 GA. STEEL SKIN) REVISIONS MODEL: 4RST (24 GA. STEEL SKINS LISTED REV. N0. ZONE: DATE: ECN NO. APPVD: DESCRIPTION OPTIONAL OSB GLASS OR 1 IA4 1 11/00 - MWW OTY (1) WAS (2) FOR TRACK BOLT 1/8" ACRYLIC UTES AVAILABLE (1) INTERMEOIATE STILE (SEE SECTION 8-8) 20 GA MIN. ENO STILES ATTACHED TO DOOR ATTACHED W TOGESIVE ( (TTopOP & BO TE SKIN WITH PATENTED TOG-L-LOC SYSTEM :` I-- 2" THE 3" TALL U-BAR HORIZONTAL TRACK SUPPORT BY AND URETHAN ADHESIVE (ALONG CENTER) �-• •-«- A 70P, BOTTOM &CENTER). ®� 20 GA GALV. STEEL DOOR INSTALLER (TO SUIT) 3' IIq ® L� rICH 3 GA. GALV.STEM STEEL FLOC BRACKET. REPORT#9606C 16 GA S ET TOP FASTENED TO WOOD JAMB WITH ROLLER BRACKET EACH 16"x1-5/8" W000 LAG SCREWS. BRACKET ATTACHED W/(3) • x j 25 GA MIN. GALV. /14.5/8' SHEET METAL LOCK POSITION STEEL SKIN COATED ��' �. ONFIGURATIONLOW HEADROOM MT IS (BOTH SIDES) WITH ABAKED=ON PRIMER, SHIP LAP JaNrs. ,� AVAILABLE AS AN OPTION 7W0 POINT LOCKING AND A BAKED -ON POLYESTER x TOP COAT APPLIED TO BOTH DOOR SIDES OF STEEL SKIN. 14 GA. GALV. 5rm po HEIGHT 'L' END HINGE EACH S 6 -6 70 ONE 3" TALL x FASTENED TO END _ 20 C.A. U-BAR (50 K51) SOLES W�(4) ,1-4xs/8 e MINITRACK THICK STEEL KNESS: .060" 7 -0 76 PER DOOR SECTION. SHEET METAL SCREv/5 "L. ENO SLIDE BOLT & (4) 1/4 . SELF � 8-0 88 STILE LOCK ENGAGES INTO VERTICAL x - L TRACK. ONE TYP. 2-1/2"x 12 GA. GALV. STEEL TRACK BRACKET. OPTION�ALnOVNE OF '—"y A LOCK EACH SIDE 3' TALL x 20 GA. GALV. z (4) TRACK BRACKETS PER SIDE. �- STEEL. U-BAR. ONE U-BAR PER SECTION. EACH U-BAR ATTACHED W OPTIONAL OUTSIDE KEYED LOCK POSITION OF DOOR. wRH Two 1/4'x3/4' SELF TAPPING ao LHR 70P BRACKET MAX. DOOR WIDTH 9'0"L SCREWS PER STN£ LOGTKIN. INSIDE SLIDE BOLT DOUBLE HORIZONTAL 114x5/8' SHEET METAL SCREWS LOCK OPTION TRACK NOTDOORS UP "UP TO 7'-0" HIGH CONSIST OF (4) SECTIONS (SHOWM. FRONT FRAME WITH U.V. DOORS OVER T-0" HIGH CONSIST OF (5 SECTIONS (NOT SHOWN). COAl1NG ON OUTSIDE SURFACE DOUBLE TRACK O O VERTICAL JAMB ATTACHMENT 4W000 FRAME BUILDINGS): B73RACKET. ATTACHHED V. STEEL BOTTOM IT 1 TWO n n LOW HEADROOM OPTION 1/4"x3/4" SELF 1/2"x3" LAG SCREWS ON 24 CENTERS: 1" O.D. MIN. /14x5/8 SHEET META. SCREWS. II II TAPPING SCREWS. WASHER REQUIRED. LAG SCREWS MAY BE COUNTERSUNK N.uM�NUM ExlRuswn " SS B CLASS OR AL WINDOW LIT SCREW 14 GA END HINGES 18 GA. INTERMEDIATE HINGE (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING & "NL WEATM. i/8" ACRYLIC LITE SURFACE HORIZONTAL JAMBS DO NOT TRANSFER LOAD. ,yFC710N B-B �. VIEW "C SECTION A -A (SIDE VIEW) x 2x6 YELLOW PINE JAMB 12 GA. GALV. STEEL TRACK BRACKETS FASTENED TO WOOD JAMB WITH ONE 5/I6"x1-5/8" LAG SCREW PER TRACK BRACKET. 2" GALV. STEEL TRACK FASTENED TO J 12 GA. GALV. STEEL TRACK BRACKETS. TRACK ATTACHED TO EACH BRACKET WITH ONE 1/4"x5/8" BOLT & NUT OR TWO 1/4" DIA. RIVETS. VERTICAL JAMB ATTACHMENT (C-90 BLOCK OR J 0 SCREWS PER UTE) END 2,000 PSI MIN, CONCRETE COLUMN): MOLDED INSIDE STILE STOP MOULDING BY DOOR INSTALLER (TO SUIT) 3/8"x4" SLEEVE ANCHORS ON 24 CENTERS (BOTH LITE RETAINER INTER. �20 GA. MIN. GALV. STEEL END STILE C-90 BLOCK OR 2,000 PSI MIN. CONCRETE) OR .. SNAP LATCH ENGAGES STILE 1/4"xV TAPCON SCREWS ON 24" CENTERS (2,000 20 GA. GALV. STEEL INTER. STILE PSI MIN. CONCRETE). WASHERS INCLUDED WITH SLEEVE ANCHORS, O.D. MIN. WASHERS REQUIRED ONTO VERTICAL TRACK. ONE SNAP LATCH ON EACH SIDE OF DOOR. LOCK BAR ENGAGES IN ORS MAY BE COUNTERSUNK WITH TAPCONS. ANCHORS INTER. STILE TRACK ON (BUT NOT REQUIRED) TO PROVIDE A FLUSH OUTSIDE EACH SIDE MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT HANDLE OF DOOR. b TRANSFER LOAD. OUTSIDE KEYED 18 GA. GALV. STEEL CENTER HINGE HANDLE END FASTENED TO INTER. STILES W/(4) I I STILE OUTSIDE KEYED O K /114x5/8" SHEET METAL SCREWS. LOCK BAR LOCKING 14 GA. GALV. STEEL ROLLER HINGES FASTENED TO END STILES EACH W/(4) 14x5/8" SHEET METAL SCREWS AND 4) 1/4'x3/4" SELF TAPPING SCREWS PER END HINGE. INSIDE HANDLE OUTSIDE KEYED LOCK DESIGN LOADS: +25.0 P.S.F. & -32.0 P.S.F. SNAP LATCH LOCK OPTION TEST LOADS: +37.5 P.S.F. & -48.0 P.S.F. PREPARATION OF JAMBS BY OTHERS. '--2" DIA. SHORT STEM, 10 BALL STEEL ROLLER. NDTxx: UN— Stated Oth-m'. co neemwl/vrocnna«/ :a.,,nouan JAMB CONFIGURATION w cwrAT euxDnlc rNoOui:ls w. TOLERANCES — SECTION C-C a a.d.-d. ,m4 Np6c.1N, .0 = t.03 ,..a. wwoM.. « s,e,aww NOTE 2: THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS .yam y � Fay w .00 t.015 SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL C OF / ow... w. „ar<. o,.y ,...It x .000 t.005 RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE MARK WESTERFIELD, P.E. /J�h'�,,, y�"°9,tl",a,,,and .0000 t.001 WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON ��/� °nq Degrees ti/2' FLORIDA P.E. 48495 /t' THIS DRAWING. NORTH CAROLINA P.E. 123832 ` Third tionle + - Unless Sated oaer vix 1 DOAENAONS ARE IN INCHE 4 lb �l C awaw� ux.wws .xc slwm n s,. A <­s1. PART NO.: - A IDEAL Ci Noah 0H452 uammCt00mYL Fox No. 1-513-762-3519 DESCRIPTION: MODEL 6RST W4 9-0 x 8-0: +25/-32 DESIGN LOAD DRAWN BY: BMM I DATE: 4/18/00 SCALE: NTS ]DWG. _ CHECKED BY ISIZE L DWG. NO.: 102137 1 REV. N0. 1 % h9�83A it O�' la�v4a'\a•raa .r .1.. ..,. 1 s` FORM 60OA-2001 FLORIDA ENERGY EFFICIENCY CODE r' a FOR BUILDING CONSTRUCTION :> Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 1965 Builder: DR HORTON Address: e;tqq GC\i PESDA,LE c'- 2C.L-E Permitting Office: City, State-50- b Tl_ �a�3 Permit Number: Owner: D. Q . i&7v 10 Jurisdiction Number: Climate Zone: Central 1. New construction or existing New 2. Single family or multi -family Single family _ 3. Number of units, if multi -family 1 _ 4. Number of Bedrooms 4 5. Is this a worst case? Yes _ 6. Conditioned floor area (ft2) 1967 ft2 7. Glass area & type a. Clear - single pane 222.0 ft2 _ b. Clear - double pane 0.0 ft2 _ c. Tint/other SHGC - single pane 0.0 ft2 _ d. Tint/other SHGC - double pane 0.0 ft2 8. Floor types _ a. Slab -On -Grade Edge Insulation R=0.0, 202.0(p) ft _ A. aWaIL types ..- a ;Concrete, Int Insul, Ex'.tiior --------------R=3-.0,-1026.0 ft2 b. Frame, Wood, Exterior R=11.0, 28.0 ft2 _ c. Frame, Wood, Adjacent R=11.0, 302.0 ft2 d. N/A _ e. N/A 10. Ceiling types a. Under Attic R=19.0, 2005.0 ft2 _ b. N/A _ c. N/A 11. Ducts _ a. Sup: Unc. Ret: Unc. AH: Garage Sup. R=6.0, 1.0 ft _ b. N/A 12. Cooling systems a. Central Unit b. N/A c. N/A 13. Heating systems a. Electric Heat Pump b. N/A c. N/A 14. Hot water systems _a. Electric Resistance b. N/A c. Conservation credits (HR-Heat recovery, Solar DHP-Dedicated heat pump) 15. HVAC credits (CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, MZ-C-Multizone cooling, MZ-H-Multizone heating) Glass/Floor Area: 0.11 Total as -built points: 28145 PASS Total base points: 29480 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: -\i2 DATE: 03 OZ hereby certify that this building, as designed, is in compliance with the Florida Ener'gfy, Code. OWNER/AGENT: �C DATE: Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: Cap: 42.0 kBtu/hr SEER:12.00 _ Cap: 42.0 kBtu/hr _ HSPF:8.50 _ Cap: 50.0 gallons _ EF: 0.86 _ PT, pyp4 ZHE STgl�O eo l,I,COD WE'���IS EnergyGauge® (Version: FLRCSB v3.2) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A -Details It ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points .18 1967.0 25.78 9127.7 Single, Clear NW 1.0 6.0 32.0 37.74 0.97 1172.9 Single, Clear NE 1.0 6.0 23.0 43.65 0.97 974.8 Single, Clear SW 1.0 6.0 32.0 52.82 0.96 1627.2 Single, Clear SW 1.0 6.0 16.0 52.82 0.96 813.6 Single, Clear SE 1.0 6.0 16.0 56.64 0.96 873.2 Single, Clear SE 1.0 6.0 16.0 56.64 0.96 873.2 Single, Clear SE 1.0 8.0 54.0 56.64 0.99 3034.9 Single, Clear NE 1.0 6.0 33.0 43.65 0.97 1398.6 As -Built Total: 222.0 10768.3 WA- Lf TYPES Area X BSPM = Points Type R-Value Area X SPM = Points fdjacent 302.0 0.70 211.4 Concrete, Int Insul, Exterior - _.._ -.3 0'1026.0 1.40 1436.4 Exterior 1054.0 1.90 2002.6 Frame, Wood, Exterior - --- -11.0 28.0- 1.90 53.2 Frame, Wood, Adjacent 11.0 302.0 0.70 211.4 Base Total: 1356.0 2214.0 As -Built Total: 1356.0 1701.0 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 18.0 1.60 28.8 Adjacent Wood 18.0 2.40 43.2 Exterior 20.0 4.80 96.0 Exterior Wood 20.0 7.20 144.0 Base Total: 38.0 124.8 As -Built Total: 38.0 187.2 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 1967.0 2.13 4189.7 Under Attic 19.0 2005.0 2.82 X 1.00 5654.1 Base Total: 1967.0 4189.7 As -Built Total: 2005.0 5654.1 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 202.0(p) -31.8 -6423.6 Slab -On -Grade Edge Insulation 0.0 202.0(p -31.90 -6443.8 Raised 0.0 0.00 0.0 Base Total: -6423.6 As -Built Total: 202.0 -6443.8 INFILTRATION Area X BSPM = Points Area X SPM = Points 1967.0 14.31 28147.8 1967.0 14.31 28147.8 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB 0.2 FORM 600A-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Summer Base Points: 37380.3 Summer As -Built Points: 40014.6 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 40014.6 1:000 . (1.087 x 1.150 x 1.00) 0.284 0.950 13503.4 37380.3 0.4266 15946.5 40014.6 1.00 1.250 0.284 0.950 13503.4 EnergyGaugeTm DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB Q.2 FORM 60OA-2001 il 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 1967.0 5.86 2074.8 Single, Clear NW 1.0 6.0 32.0 12.23 1.00 390.6 Single, Clear NE 1.0 6.0 23.0 12.00 1.00 276.1 Single, Clear SW 1.0 6.0 32.0 9.22 1.01 298.2 Single, Clear SW 1.0 6.0 16.0 9.22 1.01 149.1 Single, Clear SE 1.0 6.0 16.0 8.34 1.02 136.4 Single, Clear SE 1.0 6.0 16.0 8.34 1.02 136.4 Single, Clear SE 1.0 8.0 54.0 8.34 1.01 455.9 Single, Clear NE 1.0 6.0 33.0 12.00 1.00 396.1 As -Built Total: 222.0 2238.8 WALL -TYPES Area X BWPM = Points Type R-Value Area X WPM = Points a djacent 302.0 1.80 543.6 Concrete, Int Insul, Exterior '3.0 1026:0--_----77-. -3898 8 Exterior 1054.0 2.00 2108.0 Frame, Wood, Exterior 11.0-- - 28.0__ _; '----2.00 - _ __ _ 56.0 Frame, Wood, Adjacent 11.0 302.0 1.80 543.6 Base Total: 1356.0 2651.6 As -Built Total: 1356.0 4498.4 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 18.0 4.00 72.0 Adjacent Wood 18.0 5.90 106.2 Exterior 20.0 5.10 102.0 Exterior Wood 20.0 7.60 152.0 Base Total: 38.0 174.0 As -Built Total: 38.0 258.2 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 1967.0 0.64 1258.9 Under Attic 19.0 2005.0 0.87 X 1.00 1744.3 Base Total: 1967.0 1258.9 As -Built Total: 2005.0 1744.3 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 202.0(p) -1.9 -383.8 Slab -On -Grade Edge Insulation 0.0 202.0(p 2.50 505.0 Raised 0.0 0.00 0.0 Base Total: -383.8 As -Built Total: 202.0 505.0 INFILTRATION Area X BWPM = Points Area X WPM = Points 1967.0 -0.28 -550.8 1967.0 -0.28 -550.8 EnergyGauge@ DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A Details ADDRESS:,,, PERMIT #: BASE AS -BUILT Winter Base Points: 5224.7 Winter As -Built Points: 8694.0 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) 8694.0 1.000 (1.078 x 1.160 x.1.00) 0.402 . 0.950 4147.0 5224.7 0.6274 3278.0 1 8694.0 1.00 1.250 0.402 0.950 4147.0 EnergyGaugeTM DCA Form 60OA-2001 EnergyGauge®fFIaRES'2001 FLRCSB v3.2 FORM 600A-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 + Hot Water = Total Cooling + Heating + Hot Water = Total Points Points Points Points Points Points Points Points `15946 '3278 F} - `10256" 29480 13503 4147 10495 28145 04 -19E Sr eo a4 d � a EnergyGaugeT"" DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 I 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. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier, gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. ,Additional Infiltration reqts- ._-60.6A.ABC 1..3 . Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker electric or cutoff as must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Se arate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGauge"" DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 ENERGY PERFORMANCE LEVEL, (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.2 The higher the score, the more efficient the home. 1. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit Cap: 42.0 kBtu/hr _ 3. Number of units, if multi -family I _ SEER: 12.00 _ 4. Number of Bedrooms 4 _ b. N/A _ 5. Is this a worst case? Yes 6_ Conditioned floor area (ft2) 1967 ft2 c. N/A _ 7. Glass area & type _ _ a. Clear - single pane 222.0 ft2 _ 13. Heating systems b. Clear - double pane 0.0 ft2 _ a. Electric Heat Pump Cap: 42.0 kBtu/hr c. Tint/other SHGC - single pane 0.0 ft2 _ HSPF: 8.50 _ d. Tint/other SHGC - double pane 0.0 ft2 b. N/A _ 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 202.0(p) ft _ c. N/A _ b. N(A c. N/A 14. Hot water systems 9. Wall types _s _-' : _ -.a.: Electric Resistance Cap: 50.0 gallons _ a. Concrete, Int hisul, Exterior R=3.0; 1026.0 ft' _ EF: 0.86 _ b. Frame, Wood, Exterior R=11.0, 28.0 ft2 _ b. N/A _ c. Frame, Wood, Adjacent R=11.0, 302.0 ft2 d. N/A _ c. Conservation credits _ e. N/A (HR-Heat recovery, Solar 10. Ceiling types _ DHP-Dedicated heat pump) a. Under Attic R=19.0, 2005.0 ft2 _ 15. HVAC credits PT, _ b. N/A _ (CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts _ PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Garage Sup. R=6.0, 1.0 ft _ RB-Attic radiant barrier, b. N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) 111E STgTF in this home before final inspection. Otherwise, a new EPL Display Card will be completedti 01 based on installed Code compliant features. Builder Signature: � 1 =�-�-- Date: 1 ZOCIIES � a i2Lity/FL r�cpWE Address of New Home: G L�/1St� LE Gt Zip� ���� *NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. !f your score is 80 or greater (or 86 for a US EPA/DOE EnergyStarT"'designation), your home may qualify for energy efficiency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec.ucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. EnergyGauge® (Version: FLRCSB v3.2) RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11/16/98 Comm.c-lteformatl.4MO Po For: D.R.HORTON Notes: .. .lnfoN666n;_5 Weather: Orlando —AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 38 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 32 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 43 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 33617 Btuh `" .... Structure 24414 Btuh Ventilation air 0 990 Btuh Ventilation air loss 0 Btuh _ Design temperature swing 3.0 OF Design heat load 33617 Btuh Use mfg. data n Rate/swing multiplier 0.98 Infiltration Total sens. equip. load 24896 Btuh Method Simplified Construction quality Average Fireplaces 0 Heating Cooling Area (ft2) 1967 1967 Volume (ft3) 15736 15736 Air changes/hour 0.80 0.40 Equiv. AVF (cfm) 210 105 Heating Equipment Summary Make TRANE Trade Latent Cooling Equipment Load Sizing Internal gains 1150 Btuh Ventilation 1474 Btuh Infiltration 3100 Btuh Total latent equip. load 5724 Btuh Total equipment load 30620 Btuh Cooling Equipment Summary Make TRANE Trade Efficiency 7.5 HSPF Efficiency 10.2 EER Heating input Sensible cooling 29050 Btuh Heating output 0 Btuh @ 47°F Latent cooling 12450 Btuh Heating temp rise 0 OF Total cooling 41500 Btuh Actual heating fan 1383 cfm Actual cooling fan 1383 cfm Heating air flow factor 0.041 cfm/Btuh Cooling air flow factor 0.057 cfm/Btuh Space thermostat Load sensible heat ratio 82 % Boldrtalk values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrj9htsoft Right -Suite ResidentialT' 5.0.64 RSR26016 2002-Feb-28 18:59:12 /CCCP, E:\Files\DR HORTON 2002\1965\1965.rsr Page 1 RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11/16/98 q 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 1 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.80 ach x 15736 ft3 x 0.0167 = 210 cfm 2. Winter infiltration load 1.1 x210 cfm x 32 °F Winter TD = 7400 Btuh 3. Winter infiltration HTM 7400 Btuh / 260 ftZ Total window = 28.5 Btuh/ftZ and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 15736 ft3 x 0.0167 = 105 cfm 2. Summer infiltration load 1.1 x 105 cfm x 18 °F Summer TD = 3. Summer infiltration HTM 2081 Btuh / 260 ftZ Total window = and door area 2081 Btuh 8.0 Btuh/ftZ Procedure C - Latent Infil ration Gain 0.68 x 43 gr/lb moist.diff. x 105 cfm = 3100 ' Btuh rroceaure u - equipment Sizing Loads 1. Sensible sizing load Sensible ventilation load 1.1 x 50 cfm vent. x 18 °F Summer TD = 990 Btuh Sensible load for structure (Line 19) + 24414 Btuh Sum of ventilation and structure loads = 25404 Btuh Rating and temperature swing multiplier x 0.98 Equipment sizing load - sensible = 24896 Btuh 2. Latent sizing load Latent ventilation load 0.68 x 50 cfm vent. x 43 gr/lb moist.diff. = 1474 Btuh Internal loads = 230 Btuh x 5 people + 1150 Btuh Infiltration load from Procedure C + 3100 Btuh Equipment sizing load - latent = 5724 Btuh "Construction Quality is: a No. of Fireplaces is: 0 Boldfitalic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. ,y � wr-ightsoft Right -Suite Residential- 5.0.64 RSR26016 2002-Feb-28 18:59:12 AGCIk E:\Files\DR HORTON 2002\1965\1965.rsr Page 1 v RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11/16/98 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 MANUAL J: /th Ld. 1 Name of room Entire House LIVING LAUNDRY M/BTH 2 Length of exposed wall 202.0 ft 54.0 ft 10.0 ft 6.0 ft 3 Room dimensions 31.0 x 13.0 ft 10.0 x 6.0 ft 9.0 x 18.0 ft 4 Ceiings Condit. Option 8.0 ft heat/cool d 8.0 ft heat/cool 8.0 ft heat/cool &0 fti heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg Clg (ft2) Htg Clg (ft') Htg Clg 01) Htg Clg (ft') Htg I Clg 5 Gross a 14B 4.6 2.1 1248 "" `•.. 320 "" "" 0 "" "`• 0 "" "" Exposed b 12C 2.9 1.9 48 ,•'• "" 48 "" •"' 0 '"' "" 0 ""' .... walls and c 13C 3.2 1.2 320 "" "" 64 "" "•' 80 "" "" 48 "'• •"' partitions d 0.0 0.0 0 "" "" 0 "" "" 0 "•' "" 0 '"" •"` e 0.0 0.0 0 «., .,,. 0 .... .... 0 .... .... 0 .... .... f0.0 0.0 0 .... .,» 0 .... ,,,, 0 .... ..,, 0 .... ..,, 6 Windows and a 1C 37.0 " 168 6209 ""` 55 2033 - 0 0 "" 0 0 glass doors b 8C 37.0 54 1996 "" 0 0 '•" 0 0 "" 0 0 Heating c 9A 29.9 0 0 "" 0 0 ""' 0 0 ,•" 0 0 d 0.0 0 0 "" 0 0 ""' 0 0 "" 0 0 e 0.0 0 0 "" 0 0 "•' 0 0 "" 0 0 "•' f 0.0 " 0 0 "" 0 0 "" 0 0 "`" 0 0 7 Windows and North 20.4 16 "" 325 3 """ 59 0 "" 0 0 '"'" 0 glass doors NE/NW 39.4 80 "" 3152 32 "" 1261 0 "" 0 0 "" 0 Cooling ENV 0.0 0 '•" 0 0 "" 0 0 "" 0 0 "'" 0 SE/SW 47.4 126 "" 5975 20 "" 953 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 10D 14.7 9.9 38 559 378 20 294 199 18 265 179 0 0 0 1. b 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9. - Net` - a 14B 4.6 2.1 1026 4728 2113 265 1221 546 0 0 0 � . 0 , " 0 �.._. c . 0 exposed b 12C 2.9 1.9 28 81 54 28 81 54 0 0 0 - - 0 1- - - 0 = _ _0 __walls and c 13C 3.2 1.2 302 951 353 64 202 75 62 195 73 ' ' 48- 151 - " - 56 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 2005 3400 4463 403 683 897 60 102 134 162 275 361 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d &0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 202 5236 0 54 1400 0 10 259 0 6 156 0 (Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 28.5 8.0 260 7400 2081 75 2135 600 18 512 144 0 0 0 13 Subtotal loss=6+8..+11+12 "" 30561 "•' •"` 8048 "" "" 1334 .... "•• 581 "" Less external heating •"' 0 •"' •"' 0 "" '*•• 0 •'•' ••'• 0 •... Less transfer "" 0 "" "" 0 "" "" 0 "" "" 0 14 Duct loss 10 °/ 3056 ""' 10 °/ 805 "" 10°/ 133 "" 10 °/ 58 15 Total loss = 13+14 `•" 33617 "" ""' 8853 "" "" 1467 "" "" 640 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 "" "" 22195 "" "" 4644 """ •"' 1129 "" "" 417 Less external cooling •'•• •••• 0 •••• ••,• 0 ••,• •,'• 0 ••,• •,•• 0 Less transfer •••• •••• 0 «•• •••• 0 •,•• •••• 0 •,•, •••• 0 18 Duct gain 10°/ "" 2219 10°/ 464 10°/ "" 113 10°/ 42 19 Total RSH gain=(17+18)'PLF 1.00 "" 24414 1.00 "" 5108 1.00 "" 1242 1.00 "" 458 20 Air required Mal) 1383 1383 "" 364 289 "" 60 70 "" 26 26 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr�J"tsOf-t Right -Suite Residerrtial- 5.0.64 RSR26016 2002-Feb-28 18:59:12 ACC. E:\Files\DR HORTON 2002\1965\1965.rsr Page 1 RIGHT-J WORKSHEET 0 Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11/16/98 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 MANUAL J: tm t_0. 1 Name of room M/BR BR 2 BR 3 BR 4 2 Length of exposed wall 33.0 It 11.0 ft 26.0 ft 11.0 ft 3 Room dimensions 14.0 x 17.0 ft 11.0 x 14.0 ft 14.0 x 12.0 ft 11.0 x 11.0 ft 4 Ceiings Condit. Option 8.0 ft heat/cool 8.0 Ill heat/cool 8.0 It heat/cool 8.0 ftheat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg Clg (ft') Htg Cig (ft) Htg I Clg (ft') Htg Clg (ft') Htg I Clg 5 Gross a 14B 4.6 2.1 136 `*" "" 88 "`« "" 208 "" "" 88 "" Exposed b 12C 2.9 1.9 0 "" '*`* 0 "" "" 0 "" "" 0 '"' "*• walls and c 13C 3.2 1.2 128 "" "" 0 "" «'*' 0 "" *`*« 0 "" '"' partitions d 0.0 0.0 0 "" "" 0 "" *"" 0 "" ' " 0 .**1 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 " 32 1183 "" 16 591 "" 16 591 *`"` 16 591 ' glass doors b 8C 37.0 " 0 0 "" 0 0""" 0 0 "" 0 0 Heating c 9A 29.9 0 0 "** 0 '0 "*" 0 0 "` 0 0«*" d 0.0 0 0'*`" 0 0 '*" 0 0 *` 0 0 e 0.0 0 0 ""` 0 0 0 0 0 0 f 0.0 0 0 0 0 0 0 "" 0 0`*" 7 Windows and North 20.4 0 '"" 0 0 *'*` 0 2 *"' 41 2 "" 41 glass doors NE/NW 39.4 32 "" 1261 16 ""' 630 0 * "" 0 0 "`" 0 Cooling E/W 0.0 0 "" 0 0 "" 0 0 "" 0 0 "" 0 SE/SW 47.4 • 0 "" 0 0 "" 0 14 *'** 663 14 ""' 663 South 0.0 0 "" 0 0 "" 0 0 '"" 0 0 "'* 0 Horz 0.0 0 0 0 0 0 "" 0 0 "" 0 8 Other doors a 10D �4.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 b 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net- -:'• -14B =_• 4;6 2. -- . - _ 479 214 72 332 148 192 885 395 72 332 148 exposed _ b A 2C 2.9 • 1.9 : 0 0 0 0 0 0 0 0 0 0 0 0 walls and.. c .-13C - 3:2 - 1.2 -- t-28 -- 403 150 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 238 404 530 154 261 343 168 285 374 121 205 269 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 33 855 0 11 285 0 26 674 0 11 285 0 (Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 28.5 8.0 32 911 256 16 455 128 16 455 128 16 455 128 13 Subtotal loss=6+8..+11+12 `"` 4235 "" 1925 "" "" 2890 ""' "" 1869 Less external heating "" 0 "" "" 0 "'* "" 0 "" ""« 0 Less transfer "" 0 "" "" 0 "«' "" 0 "`" '"" 0 14 Duct loss 10°/ 423 "" 10°/ 192 "" 10°/ 289 "" 101/1 187 15 Total loss = 13+14 "" 4658 '*" "" 2117 "" "" 3179 "" "" 2056 16 Int. gains: People @ 300 1 - 300 0 «"' 0 0 "" 0 0 "" 0 Appl. @ 1200 0 •,,, 0 0 "'« 0 0 •,,• 0 0 •••, 0 17 Subtot RSH gain=7+8..+12+16 "" "" 2711 "" "" 1250 "" "" 1601 `"" "" 1250 Less external cooling '••• •,•, 0 •"' "'• 0 "•` :,,• 0 ,"' "" 0 Less transfer ,•,• • ,• 0 •*•• •,•, 0 ••,, •••, 0 ••,, ,,,, 0 18 Duct gain 10 % "" 271 10 °/ "" 125 10% "" 160 10 % ""' 125 19 Total RSH gain=(17+18)`PLF 1.00 "" 2982 1.00 1375 1.00 "" 1762 1.00 1 "" 1375 20 Air required (cfm) "" 192 169 " . 87 78 `2 131 100 "" 85 78 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wraght50T� Right -Suite Residential- 5.0.64 RSR26016 2002-Feb-28 18:59:12 /#-_C,N E:\Files\DR HORTON 2002\1 965\1 965.rsr Page 2 l- RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11/16/98 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 MANUAL J: /th Ed- 1 Name of room FAMILY KITCH/NOOK BTH 2 Length of exposed wall 33.0 If 18.0 ft 0.0 It 3 Room dimensions 15.0 x 19.0 ft 18.0 x 17.0 It 12.0 x 9.0 ft 4 Ceiings Condit. Option 8.0 It heat/coot 8.0 ft heat/cool 8.0 ft heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area EXPOSURE NO. Htg Clg (ft') Htg Clg (ft2) Htg I Clg (ft2) Htg Clg Htg Clg 5 Gross a 14B 4.6 2.1 264 "" "*' 144 "** '**' 0 Exposed b 12C 2.9 1.9 0 „«. .«.« 0 walls and c 13C 3.2 1.2 0 0 ='_' '*•' **__ __-_ partitions d 0.0 0.0 0 "" "*` 0 **** "" 0 f0.0 0.0 0 ...« ,.«, 0 ..,, ..«, 0 6 Windows and a 1C 37.0 - 0 0 " ' 33 1220 "'"' 0 0 '""' '•'• glass doors b 8C 37.0 " 54 1996 *"` 0 0 *' 0 0 **" Heating c 9A 29.9 *` 0 0 "" 0 0 ""' 0 0 "" "'• e 0.0 " 0 0 "" 0 0 "" 0 0 7 Windows and North 20.4 5 99 4 "'" 85 0 "`" 0 glass doors NE/NW 39.4 0 •"' 0 0 "" 0 0 '*"* 0 Cooling ENV 0.0 0 "" 0 0 **" 0 0'"*" 0 SE/SW 47.4 49 •"' 2329 29 "`* 1367 0 "*` 0 South 0.0 0 "" 0 0 "" 0 0 "" 0 Hors 0.0 0•"` 0 0 "" 0 0 "" 0 8 Other doors a 10D ' 14.7 9.9 0 0 0 0 0 0 0 0 0 b 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 9 Net a 14B - 4.6 2.1 ,- 210 = - 968 -432 11l 511 229 0 0 0 exposed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 walls and c 13C _ 3.2 .-1.2 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 If 0.0 0.0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 285 483 634 306 519 681 108 183 240 b 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 d &0 &0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 If 0.0 0.0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 33 855 0 18 467 0 0 0 0 (Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 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 1 28.5 8.0 54 15371 432 33 939 2641 0 01 0 13 Subtotal loss=6+8..+11+12 ""` 5839 '*" "" 3656 "" "" 183 Less external heating "*' 0 •"` ""*' 0 "" "" 0 Less transfer •,,, 0 •««• ,•,• 0 ••,• *•,• 0 ••«, •••, ,,,• 14 Duct loss 10"/ 584 "*' 10°/ 366 "" l0°/ 18 15 Total loss = 13+14 6423 "" "" 4022 "`* "" 201 16 Int. gains: People @ 300 4 "" 1200 0 "" 0 0 "" 0 Appl. @ 1200 0 '*'* 0 1 "" 1200 0 "" 0 17 Subtot RSH gain=7+8..+12+16 "" "" 5127 "" "" 3826 "" "" 240 Less external cooling ••,• ••,• 0 •,«. .«,« 0 ,«, ..,. 0 Less transfer •_«, ..«« 0 ,.,, „«« 0 .,«. ,.,. 0 18 Duct gain 10'/ "" 513 10°/ "" 383 100/ *" 24 19 Total RSH gain=(17+18)*PLF 1.00 5640 1.00 4208 1.00 "" 264 20 Air required (cfm) '**' 264 320 "" 165 2W "" 8 15 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wroghtsOirt Right -Suite Residential- 5.0.64 RSR26016 2002-Feb-28 18:59:12 /MCA E:\Files\DR HORTON 2002\1 965\1 965.rsr Page 3 FIGHT-J WINDOW DATA a DEL AIR HEATING,AIR CONDITIONING,R Job: 1965 11/16/98 + 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 H D Y R L A W R A H L G C R R G T _N A A W L Z E M D G Z L O X Y T M R R LIVING a n ne a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 32.0 0.0 a n se a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 23.0 2.9 M/BTH M/BR a n nw a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 32.0 0.0 ' BR 2 a n nw a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 16.0 0.0 BR 3 a n sw a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 16.0 2.0 BR 4 a n sw a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 16.0 2.0 FAMILY b n sw a c n 0 d 1 1 90 1.0 1.0 1.0 7.0 47.4 54.0 4.9 KITCH/NOOK a n se a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 33.0 4.2 BTH wreghtsoft Right -Suite Residential- 5.0.64 RSR26016 2002-Feb-28 18:59:12 ACC E:\Files\DR HORTON 2002\1965\1965.rsr Page 1 k 4' bath d,, t0 rooi co ' •/inn -light 3' both d— to roof cap r/fan scale I fhb �1 Ir��l Must have a minimum clearance of 4 inches around the air handler per the State Energy code. All duct has an r=6 insulation value. L � hl z o=D_ z � LO o C� "D L� Q� CJ Rating z O N } m w > z J z a w 3: Q f— m Q J O =5 Q 6� CO a_ J fn 0 0 V W. MiTek' 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 2000 software. Pages or sheets covered by this seal : I3634707 thru I3634727. Total : 21 drawings. Job :DR1965F Builder D.R. HORTON Location :BAKERS CROSSING, LOT 248 County : S:EM INOLE Truss Engineer :Junaidie Budiman, PE # 45161. Address :16472 Segovia Circle North Pembroke Pines, FL 33331-4627. This serves as the cover sheet in conformance to Chapter 61G15-31 Section 003 of the Florida Board of Professional Regulation. This package include: Junaidie Budiman, PE 1) 21. 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 of building designer, per ANSVTPI 1-1995 Sec.2. TRUSS INDEX OF JOB DR1965F Trusses included=21 9,'1DR1965F\a.tre" 1 3634707 1,"\DR1965F\all.tre" 13634708 2,"\DR1965F\a13.tre" 13634709 3,"\DR1 965F\al 5.tre" 13634710 4,"\DR1965F\al7.tre" 13634711 5,'1DR1965F\a19.tre" 13634712 6,"\DR1965F\a2.tre" 13634713 7,"\0R1965F\a7.tre" 13634714 8,"\DR1965F\a9.tre" 13634715 9,"\DR1965F\agl.tre" 1 3634716 10,'9DR1965F\ag2.tre" 13634717 11,"\DR1965F\b.tre" 13634718 12,"\DR1965F\bg.tre" 13634719 13,'AD R1965F\cg.tre" 1 3634720 14,"\DR1965F\j.tre" 13634721 15,"\DR1965F\j1.tre" 13634722 16,"\DR1965F\k.tre" 13634723 17,'1Dk1965F\I.tre" 1 3634724 18,'1DR1965F\m.tre" 13634725 19,'1DR1965F\s.tre" 1 3634726 20,'1DR1965F\s1.tre" 1 3634727 August 7, 2002 ®WARNING - VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. ®® Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OS7-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI $3719. i Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/1 * Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property 1�9 securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 73 2. Cut members to bear tightly against each C7 other. cc WEBS 3. Place plates on each face of truss at each *For 4 x 2 orientation, locate ; Q N�11 joint and embed fully. Avoid knots and wane plates/a" from outside edge of � o a at joint locations, truss and vertical web. o a 4. Unless otherwise noted, locate chords lices P at /4 panel length(+ 6" from adjacent joint.) ce C, C6 go BOTTOM CHORDS *This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. * For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWESTJOINT 7, Camber is a non-structural consideration and MiTek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator, General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is 'to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots, in all respects, equal to or better than the dimiension is the length parallel grade specified, to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14, Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. ® 15. Care should be exercised in handling, PANEL TM ® erection and installation of trusses, © 1993 Mitek Holdings, Inc. , {' CLIP FOR M018,019 HYORwI.A'R Job russ Truss Type ty Ply DR HORTON 13634707 DR1965F A ROOF TRUSS 16 1 - (optional) AC U- AN-TH, L N W D, FL, MiTek Industries, Inc. 4.201 SR1 s Aug 1 Mi ek Industries,Inc. Wed Aug 7 1 :4 Page 1 1-0-q 7-1-3 I 13-6-10 i 20-0.0 26-5-6 32-10-13 40-0-0 I * 1-0-0 7-1-3 6-5-6 6-5-6 6-5-6 6-5-6 7-1-3 1-0-0 - Scale = 1:73. 5x6 = 5.00 F11 £ 5 5x6 5x6 4 6 2x4 2x4 3 7 2 8 9[v a[1 � o 3x8 - 14 13, 12 1110 3x8 —. 3x4 = 3x6 = 3x8 = 3x4 = 3x6 = 10-3-14 20-0-0 29-8-2 40-0-0 10-3-14 9-8-2 9-8-2 10-3-14 Plate Offsets (X,Y): [ -4- ,0-1-81,[4: - --01,[6:0- -0,07-01, [ :0-4- -1- 1 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.75 Vert(LL) 0.29 12 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.91 Vert(TL) -0.63 10-12 >753 BCLL 0.0 Rep Stress Incr YES WB 0.73 Horz(TL) 0.16 8 n/a BCDL 10.0 Code SBC/ANSI95 1 st LC LL Min I/dell = 360 Weight: 195 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-8-6 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 0-2-0 oc bracing. WEBS, 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-12, 6-12 REACTIONS (lb/size) 2 = 1951/0-8-0, 8 =1951 /0-8-0 Max Horz 2=-224(load case 5) Max Uplift 2 = -984(load case 4), 8=-984(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3714, 3-4=-3345, 4-5=-2354, 5-6=-2354, 6-7=-3345, 7-8=-3714, 8-9=14 BOT CHORD 2-14=3396, 13-14=2826, 12-13=2826, 11-12=2826, 10-11=2826,.8-10=3396 WEBS 3-14=-410, 4-14=536, 4-12=-866, 5-12=1329, 6-12=-866, 6-10=536, 7-10=-410 NOTES (5) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft• above ground level, using 5.G psf` top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 984 lb uplift at joint 2 and 984 lb uplift at joint 8. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 6) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard !p iF— 13 i ,tr : No, 4 5161 � p : STATE F YV JOR August 7,2002 ®WARNING - VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. ® ® Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for on Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss _ designer. Bracing shown 6 for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the - responsibility of the erector. -Additional permanent bibclnq of the overall structure Is the responsibility of the building designer. For general guidance regarding lgbrloatlon, quality control, storage, delivery, erection and bracing, consuB OST-88 Quality Standard, DSB•89 Bracing Specification, and HIB-91 iTek® Handling Instollinq and Bracing Recommendation available from Truss Plate Institute, 583 D'ono6lo Drive, Madison, Wl53719. Symbols PLATE LOCATION AND ORIENTATION 13/, * Center plate on joint unless dimensions indicate otherwise, Dimensions are in inches. Apply plates to both sides of truss and securely seat: *For 4 x 2 orientation, locate plates 1 /8" from outside edge of truss and vertical web. *This symbol indicates the required direction of slots in connector plates. * For tabular plating format refer to the MiTek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING Indicates location of joints at U351 which bearings (supports) occur. LFORM018,019 Numbering System J2 J3 J4 TOP CHORDS c2 c3 WEBS J5 O _ o O a �' v O r- a c8 C C16 BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N -- MiTek® PANEL TM CLIP . HY®R&-A/R O Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at �14 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator, General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13, Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses. © 1993 Mitek Holdings, Inc. Job russ Truss Type ty Ply D R H RT N 13634708 DR1965F All ROOF TRUSS 1 1 (optional) A U- PAN- H, LONGWOOD, FL, Mi ek Industries, Inc. 4.201 SR1 s Aug 20 2001 Mi ek Industries, Inc. Wed Aug 07 1 Page 1 11-0-q 5-9-14 11-0-0 17-0-0 23-0-0 29-0-0 34-2-2 40-0-0 11-0-0 I I i ` 1-o-6 5-9-14 5-2-2 6-0-0 6-0-0 6-0-0 5-2-2 5-9-14 1-0-0 Scale = 1:71. 5x6 = 5x6 = 5x6 = 3x4 = 4 5 6 7 5.00 r1'£ 2x4 zzz 3 >8� 2. 9 1 10� 0 0 3x8 = 15 14 13 12 11 - 3x8 = 4x6 - 3x4 = 3x6 - 3x8 - 3x8 = 11-0-0 20-0-0 29-0-0 40-0-0 11-0-0 9-0-0 9-0-0 11-0-0 Plate Offsets (X,Y): [ :0-4- -1- , [4: -3- - -41, -0, - - 1, ,0- -4),[ -4- -1- 14: - - ,Ed el LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.84 Vert(LL) 0.40 13 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.85 Vert(TL) -0.64 11-13 >740 BCLL 0.0 Rep Stress Incr YES WB 0.98 Horz(TL) 0.18 9 n/a BCDL 10.0 Code SBC/ANSI95 1st LC LL Min I/dell = 360 Weight: 192 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-5-8 oc purlins. BOT CHORD 2 X 4 SYP No.1 D BOT CHORD Rigid ceiling directly applied or 0-2-0 oc bracing, Except: WEBS* 2 X 4 SYP-No.3 4-6-9 oc bracing: 9-11. REACTIONS (lb/size) 2 = 1951 /0-8-0, 9 = 1951 /0-8-0 Max Horz 2=-134(load case 5) Max Uplift2 = -1 082(load case 4), 9=-930(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3770, 3-4=-3361, 4-5=-3129, 5-6=-3856, 6-7=-3129, 7-8=-3361, 8-9=-3770, 9-10=14 BOT CHORD 2-15=3439, 14-15=3798, 13-14=3798, 12-13=3798, 11-12=3798, 9-11 =3439 WEBS 3-15=-368, 4-15=872, 5-15=-854, 5-13=106, 6-13=106, 6-11 =-854, 7-11 =872, 8-11=-3684. NOTES (6) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1082 lb uplift at joint 2 and 930 lb uplift at joint 9. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard �y t7��J 4.X�P� 'k = No. 4.5161 �b ,k �. STATE OF =� CV August 7,2002 ®WARNING - Ver{jy design pammetsrs and READ 1VOTE3 ON THIS AND REVERSE SIDE BEFORE USE. ®® Design valid for use only with Mfiek connectors. This design Is based only upon parameters shown, and is lot an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bricking of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult CST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 A I�w �® Handling Installing and Bracing Recommendallon available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. 'v' e+ 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„ 6„ *For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. *This symbol indicates the ® required direction of slots in connector plates. * For tabular plating format refer to the MiTek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4-X 4 perpendicular to slots, Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required oeo" continuous lateral bracing, BEARING Indicates location of joints at which bearings (supports) occur. FORM018,019 Numbering System J2 J3 J4 TOP CHORDS c2 c� J5 ccWEBS o _ o O O � a 0 C8 C7 C6 BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FA RTH EST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N ra! 0 MiTeke TM ® HYORIMIR ®General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at 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'�o 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. 1 S. Care should be exercised in handling, erection and installation of trusses. © 1993 Mitek Holdings, Inc. Job Truss Truss Type Qty Ply D R H RTON 13634709 DR1965F A13 ROOF TRUSS 1 1 (optional) AC U- PAN- H, L N W D, L, Mi ek Industries, Inc. 4. 1 R1 s Aug 1 MiTek Industries, Inc. Wed Aug 07 12:38:44 0. Page 1 11-0-q 6-9-14 { 13-0-0 17-8-0122-4-0127-0-0 33-2-2 40-0-0�1-0-P • 1-0-6 6-9714 6-2-2 - 4-8-0 4-8-0 4-8-0 6-2-2 6-9-14 1-0-0 Scale = 1:71.3 5x6 2x4 li 3x4 = 5x6 = 4 5 6 7 - 5.00 12 - 2x4 \\ - 2x4 3 8 m 2 9 1 19; Iv o 3x8,= 16- 15 14 13 12 11 3x8 = 3x4 = 3x6 = US = 3x4 = 3x6 = 3x4 = - 9-1-14 17-8-0 22-4-0 30-1 O-2 40-0-0 - 9-1-14 8-6-2 4-8-0 8-6-2 - 9-1-14 Plate Offsets (X,Y): [ :0-4- ,0-1- 1, [4:0-3-0,0-2-41, 7: - -0,-2-41,[ -4- -1- 1 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL ' 30.0 Plates Increase 1.33 TC 0.77 Vert(LL) 0.34 14 > 999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.84 Vert(TL) -0.56 14-16 >844 BCLL 0.0 Rep Stress Incr YES WB 0.34 Horz(TL) 0.17 9 n/a BCDL 10.0 Code SBC/ANSI95 1 st LC LL Min I/defl = 360 Weight: 20-1 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-9-8 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-4-2-oc bracing. WEBS' 2 X 4 SYP No.3 REACTIONS (Ib/size) 2 = 1951/0-8-0, 9 = 1951 /0-8-0 Max Horz 2=154(load case.4) Max Uplift2=-1065(load case 4), 9=-896(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=.14, 2-3=-3759, 3-4=-3463, 4-5=-3281, 5-6=-3281, 6-7=-3281, 7-8=-3463, 8-9=-3759, 9-10=14 BOT CHORD 2-16=3436, 15-16=2877, 14-15=2877, 13-14=3281, 12-13=2877, 11-12=2877, 9-11 =3436 WEBS 3-16=-368, 4-16=554, 4-14=622, 5-14==341, 6-14=-0, 6-13=-341, 7-13=622, 7-11 =554, 8-11 =-368 NOTES (6) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1065 lb uplift at joint 2 and 896 lb uplift at joint 9. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard 13 Y � No. 4 5161 A y�yS� 4 FRJ Ll \A] August 7,2002 ®WAMNO - VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. ®® Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and is for on Individual building component to be - Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is tot lateral support of Individual web members only. Additionaltemporary bracing to Insure stability during construction is the Awl responsibility of the erector. Additional permanent brblcin9-of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult GST-88 Quality Standard, DSB-89 Bracing Specification. and HIB-91 iTek® Handling Installinq and Bracing Recomm*ndatlon available from Truss Plate Institute, 583 D'Onofdo Drive, Madison, WI $3719. Symbols PLATE LOCATION AND ORIENTATION 13/4 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. *For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web, *This symbol indicates the required direction of slots in connector plates. *,For tabular plating format refer to the MiTek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. FORM018,019 m J2 J3 J4 TOP CHORDS cs 73- Q WEBS J5 ¢O d 1y u U O c8 cce BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N MiTek® TM PANEL CLIP . ® HY®R&-AIR O Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. 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 russ Truss Type ty Ply D R HORTON 13634710 DR1965F A15 ROOF TRUSS 1 1 (optional) A U- PAN-TH, L N W OD, FL, MiTek Industries, Inc. 4.201 SR1 s Aug 20 2001 Mi ek Industries, Inc. Wed Aug 1 4 2002 Page 1 11-0-9 7-9-14 15-0-0 I 20-0-0 25-0-0 32-2-2 40-0-0 I 1-0-6 7-9-14 7-2-2 5-0-0 5-0-0 7-2-2 7-9-14 1-0-0II Scale = 1:71. 5x6 = ' 5.00 rTT 2x4 II 5x6 = 4 5 6 5x6 5x6 3 7 2 8 �1 y 0 0 3x8 = 14 13 12 11 10 3x8 = 3x4 = 3x6 = 3x8 = 3x6 = 3x4 = 10-3-14 20-0-0 29-8-2 40-0-0 10-3-14 9-8-2 9-8-2 10-3-14 Plate Offsets (X,Y): - ,0- -41, [4:-3-0,0-2-41, ( - - - -41, (7: -3- - -41, [ -4- ,0-1-81 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TIC 0.88 Vert(LL) 0.30 12 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.90 Vert(TL) -0.62 10-12 > 765 BCLL 0.0 Rep Stress Incr YES WB 0.40 Horz(TL) 0.16 8 n/a BCDL 10.0 Code SBC/ANSI95 1 st LC LL Min I/defl = 360 Weight: 192 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.1D 'Except' TOP CHORD Sheathed. 4-6 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 0-2-0 oc bracing. BOT CHORD 2 X 4 SYP No.2D- WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 1951/0-8-0, 8 = 1951/0-8-0 Max Horz 2=-174(load case 5) Max Uplift2 = -1 045(load case 4), 8=-925(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1-2 =14, 2-3 = -3661, 3-4 = -3332, 4-5 =-2888, 5-6 =-2888, 6-7 =-3332, 7-8=-3661, 8-9 = 14 BOT CHORD 2-14=3351, 13-14=2667, 12-13=2667, 11-12=2667, 10-11 =2667, 8-10=3351 WEBS 3-14=-448, 4-14=685, 4-12=355, 5-12=-363, 6-12=355, 6-10=685, 7-10=-448 NOTES (6) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120'mph winds at 18 ft above ground level, using 5.0 pst top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1045 lb uplift at joint 2 and 925 Ib uplift at joint 8. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard p /� No.45161 r 0 STATE OF �• Gam, V ' ` '• l0RID S August 7,2002 ®WARNING - Vervy design parameters and READ NOTES oNTms AND REVERSE SIDE BEFORE USE. ®� Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and is for an Individual building component to be _ Installed and loaded vertically. Applloablllty 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 bating of the overall structure Is the responsibility of the building designer. For general guidance regarding labrl;ation, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 /B i _® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 683 D'Onofrlo Drive, Madison, WI53719. mi�K ea Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. *For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. *This symbol indicates the required direction of slots in connector plates. * For tabular plating format refer to the MITek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required 40,10 continuous lateral bracing. BEARING Indicates location of joints at Uk which bearings (supports) occur, FORM018,019 Numbering System J2 J3 J4 TOP CHORDS c2 c3 WEBS J5 a dti ; U O a ce c7 cs BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTH EST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N MiTek® O TM PANEL CLIP. ® HY®R&A/R Failure to Follow Could Cause Property Damage or Personal Injury 1, Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. ' 2, Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully, Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at /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 Fruss Type Oty Ply DRH FIT N 13634711 DR1965F A17 ROOF TRUSS 1 1 (optional) A U- AN- H, LONGWOOD, FL, MiTek Industries, Inc. 4. 1 1 SR1 s Aug 20 20bl MI ek Industries, Inc. Wed Aug 7 1 : 8:4 Page 1 11-0-9 6-1-3 11-6-10 I 17-0-0 23-0-0 28-5-6 33-10-13 40-0-0 11-0-Q �. I i 1-0-0 6-1-3 5-5-6 5-5-6 6-0-0 5-5-6 5-5-6 6-1-3 1-0-0 - Scale = 1:71.4 5x6 = 5x8 = 5.00 12 5 6 3x4 i�, 3x4 4 7 5x6 o 5x6 3 8 r' 2 9 1 10a 0 tgd 10 . 3x8 = 16 15 14 13 12 11 3x8 = - 3x4 = 3.6 = 3x4 = 3x6 = 3x4= 3x8 = 8-4-11 17-0-0 23-0-0 31.7-5 40-0-0 8-4-11 - 8-7-5 6-0-0 8-7-5 - 8-4-11 Plate Offsets (X,Y): [2: -4- -1- 1, [3:0-3- ,0- - 1, [ -41, [ -5-12, - - 1, [ 1, [ -4-2, -1-81 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.79 Vert(LL) 0.29 14 >999 M1120 .249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.83 Vert(TL) -0.54 11-13 >880 BCLL, 0.0 Rep Stress Incr YES WB 0.70 Horz(TL) 0.17 9 n/a BCDL 10.0 Code SBC/ANS195 1st LC LL Min I/defl = 360 Weight: 207 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-11-15 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-5-6 oc bracing. WEBS' 2 X 4 SYP No.3 WEBS 1 Row at midpt 6-14 REACTIONS (lb/size) 2 = 1951 /0-8-0, 9 = 1951 /0-8-0 Max Horz 2=-194(load case 5) Max Uplift2 = -1 023(load case 4), 9=-951(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3817, 3-4=-3552, 4-5=-2689, 5-6=-2494, 6-7=-2689, 7-8=-3552, 8-9=-3817, 9-10=14 BOT CHORD 2-16=3485, 15-16=3023, 14-15=3023, 13-14=2494, 12-13=3023, 11-12=3023, 9-11 =3485 - WEBS 3-16=-305, 4-16=468, 4-14=-716, 5-14=613, 6-14=-0, 6-13=613, 7-13=-716, 7-11 =468, 8-11 =-305 NOTES (6) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1023 lb uplift at joint 2 and 951 lb uplift at joint 9. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) Truss Engineer: Junaidie Budiman, PEN45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard !p iV— B t No. 4.5161 -a 10 STATE OF r {� August 7,2002 ®WARNING - Ver(& design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. ®® Design valid for use only with MITek connectors. This design is based only upon parameters shown, and Is for on Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss But 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 labr catlon, quality control, storage, delivery, erection and bracing, consult OST-88 Qualify Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WM I53719. - i���� Symbols PLATE LOCATION AND ORIENTATION 13/4 * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches., Apply plates to both sides of truss and securely seat. *For 4 x 2 orientation, locate plates 1/8 from outside edge of truss and vertical web. *This symbol indicates the required direction of slots in connector plates. * For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. Numbefing System J2 J3 J4 TOP CHORDS cs c� WEBS J5 0cr 0 O a �° V O r— a ce c� cs BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40", continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. M1 MiTeko O PANEL TM CLIP . FORM018,019 �-"""L ® HYDR04FR® Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties., 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully, Avoid knots and wane at joint locations. 4. 'Unless otherwise noted, locate chord splices at /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft, spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. © 1993 Mitek Holdings, Inc. , Job Truss Truss Type ty Ply R H RTON 13634712 DR1965F A19 ROOF TRUSS 1 1 (optional) A CU- PAN-TH, L N W D, FL, MiTek Industries, Inc. 4.201 SR1 s Aug 20 2001 Mi ek Industries, Inc. Wed Aug 071 :42002 Page 1 11-0-9 6-9-3 12-10-10 19-0-0 21-0-0 27-1-6 33-2-13 40-0-0 41-0-0 } I 1-0-0 _ 6-9-3 6-1-6 6-1-6 2-0-0 6-1-6 6-1-6 6-9-3 I1-0-0 Scale = 1:76.2 5x6 5x6 = '.. 5.00 12 5 6 3x4 3x4 4 7 5x6 5x6 M 3 8 vI1 2 8 10a 6 o 3x8 = 16 15 '14 13 12 11 3x8 = 3x4 - 3x6 = 3x4 - 3x4 - 3x6 = 3.4 = 9-9-14 19-0-0 21-0-0 30-2-2 40-0-0 9-9-14 9-2-2 2-0-0 9-2-2 9-9-14 Plate Offsets (X,Y): [ -4- ,0-1-81, [ -3-0, - - 1,[ ,0- -41, [6:-3-0,0- -41, [ : 1, : -4- -1- 1. LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) . I/dell PLATES GRIP TCLL ' 30.0 Plates Increase 1.33 TC 0.57 Vert(LL) 0.37 14-16 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.83 Vert(TL) -0.57 14-16 >827 BCLL 0.0 Rep Stress Incr YES WB 0.46 Horz(TL) 0.17 9 n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1 st LC LL Min I/defl = 360 Weight: 203 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-11-1 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-7-13 oc bracing. WEBS' 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-14, 7-13 REACTIONS (lb/size) 2 = 1951 /0-8-0, 9 = 1951/0-8-0 Max Horz 2 = 214(load case 4) Max Uplift2 = -999(load case 4), 9=-975(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=29, 2-3=-3939, 3-4=-3579, 4-5=-2575, 5-6=-2304, 6-7=-2575, 7-8=-3579, 8-9=-3939, 9-10=29 BOT CHORD 2-16=3523, 15-16=2946, 14-15=2946, 13-14=2304, 12-13=2946, 11: 12=2946, 9-11 =3523 WEBS 3-16=-408, 4-16=560, 4-14=-863, 5-14=667, 6-13=667, 7-13=-863, 7-11 =560, 8-11 =-408 NOTES (6) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 999 lb uplift at joint 2 and 975 lb uplift at joint 9. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) Truss Engineer: Junaidie Budiman, PEA45161. Address: 16472 Segovia Cir. N. Pembroke Pines, FL 33331. 7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED, LOAD CASE(S) Standard 3 No, 4.5161 yw.. � y � e Fry - # � 1 0 R 1 D atm.wo►r•. a+4nL August 7,2002 ®WARNING - VerW design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. ®® Design valid for use only with MITek connectors. This design is based only upon parameters shown, and Is for on Individual building component to be Installed and faded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss Mal 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 brblcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult GST-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 Handling Installinq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI63719. - iTek® Symbols PLATE LOCATION AND ORIENTATION 1'i. *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat, *For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. *This symbol indicates the required direction of slots in connector plates. * For tabular plating format refer to the MITek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dirrTension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. FORM018,019 Numbering System J2 J3 J4 TOP CHORDS C2 c� WEBS J5 oCr _ o O a v O a C8 c7 C6 0 BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N MiTek® ® HYORO%AOR TM PANEL CLIP Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties„ 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at �/4 panel length(+ 6" from adjocentjoint.) 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. J Job I russ Truss Type ty Ply R H RT N 13634713 DR1965F A2 ROOF TRUSS 2 1 (optional) A U- PAN- H, LONGWOOD, FL, Mi ek Industries, Inc. 4.2 1 1 s Aug 20 2001 Mi ek Industries, Inc. Wed Aug 07 1 :47 Page 1 11-0-9 7-4-14 1 14-2-0 20-0-0" 23-0-0 28-5-6 33-10-13 40-0-0 11-0-0 t f 1-0-0 7-4-14 6-9-2 5-10-0 3-0-0 5-5-6 5-5-6 - 6-1-3 1-0-0 Scale = 1:71.4 5x8 = 5 5.00 12 4x6 6 2x4 II 4 3x4 7 5x6 a. 5x6 " 3 1 16502 = 1 8 ,§x8 = 8x8 = a o 6 m a 4 4 2 9 1 1 OF ._ -- o d 3x6 = 19 _ 18 14 13 12 11 3x6 = 3x4 = 2x4 II 2x4 II 5x8 = 2x4 II 7-4-14 14-2-0 20-6-0 23-0-0 28-5-6 33-10-13 40-0-0 " 7-4-14 6-9-2 6-4-0 2-6-0 5-5-.6 5-5-6 6-1-3 Plate Offsets MY): [ -1- ,0-3-01, [ 1, [1 :0-4-0, - -01, (17:0- -1 ,0- -1 1 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP TCLL . 30.0 Plates Increase 1.33 TC 0.54 Vert(LL) -0.14 18 > 999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.30 Vert(TL) -0.21 18-19 > 999 BCLL 0.0 Rep Stress Incr YES WB 0.76 Horz(TL) 0.05 16 n/a BCDL 10.0 Code SBC/ANSI95 1 st LC LL Min I/deft = 360 Weight: 238 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-6-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D "Except" BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 15-17 2 X 6 SYP No.2ND WEBS 1 Row at midpt 5-17 WEBS 2 X 4 SYP No.3 REACTIONS pb/size) 2 = 771 /0-8-0, 16 = 2456/0-4-0, 9 = 719/0-8-0 Max Horz 2=224(load case 4) Max Uplift 2=-476(load case 4), 16=-1021(load case 4), 9=-587(load case "5) Max Grav 2 = 797(load case 6), 16 = 2456(load case 1), 9 = 877(load case 7) FORCES (lb) - First Load Case Only TOP CHORD 1-2 =14, 2-3 =-837, 3-4 =-327, 4-5 =-327, 5-6 =1791, 6-7 =1387, 7-8 =-223, 8-9 =-839, 9-10 = 14 BOT CHORD 2-19=765, 18-19=0, 17-18=66, 4-17=-468, 16-17=-14011 15-16=-1285, 13-15=96, 6-15=164, 13-14=0, 12-13=0, 11-12=762, 9-11 =766 WEBS 3-19=-408, 17-19=933, 3-17=-470, 12-15=283, 7-15=-1487, 7-12=185, 8-12=-619, 8-11 =112, 5-17=1990, 5-16=-1947, 6-16=-492 NOTES (5) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. if porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 476 lb uplift at joint 2, 1021 lb uplift at joint 16 and 587 lb uplift at joint 9. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 6) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard �R ` B�%%}} . No, 4.5161 STATE OF /.' o R Eo?''' o.r.wo►� aAL August 7,2002 ®WARNING - Vertjy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. ®® Design void for use only with MITek connectors. This design Is based only upon parameters shown, and Is for on individual building component to be _ IN Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss -_ designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the - , ` responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 �K® Handling Installinq and Bracing Itecomm•ndatlon available from Truss Plate Institute, 583 D'Onof c, Drive, Madison, Wl53719. I��p Symbols PLATE LOCATION AND ORIENTATION 1'A * Center plate on joint unless dimensions indicate otherwise, Dimensions are in inches. Apply plates to both sides of truss and securely seat. *For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. *This symbol indicates the required direction of slots in connector plates. * For tabular plating format refer to the MITek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required 400" continuous lateral bracing, BEARING Indicates location of joints at which bearings (supports) occur. FORM018,019 J2 J3 J4 TOP CHORDS c2 c� cc WEBS 4J5 o _ o U 0 a 1�ti U O F- a cs c7 .1 BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N Id! 0 MiTeks e TM PANEL CLIP - ® HYDR0,4/R Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties„ 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is'to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials, 14, Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. © 1993 Mitek Holdings, Inc. Job Truss Truss Type ty Ply DRH FIT N DR1965F A7 ROOF TRUSS 1 2 13634714 (optional) A U- PAN-TH, LONGWOOD, FL, MiTek Industnes, Inc. 4.201 SI Inc. Wed Aug 07 12:38:48 2002 Page 1 11-0-9 3-9-14 7-0-0 1 12-3-7 . 17-5-2 22-6-14 27-8-9 33-0-0 36-.2-2 - 40-0-0 t1-0-p I I I 1-0-0 3-9-14 3-2-2 5-3-7 5-1-11 5-1-11 5-1-11 5-3-7 3-2-2 3-9-14 1-0-0 Scale = 1:71.3 9x17.5 MII16 = 9x17.5 MII16 = - 4x6= 7x8 = 4x8 = 2x4 II 5.00 12 4 19 20 5 21 22 23 24 25 726 27 -28 8 29 30 9 2x4 u 2x4 3 10 1 1 ESE ]a 6 0 3x8 = 18 31 32. 17 33 34 356 36 37 158 39 40 14 41 42 13 3x8 = - 3x4 = 5x6 = 3x8 = 2x4 II 6x10 = 3x4 - 7-0-0 12-3-7 17-5-2 22-6-14 27-8-9 33-0-0 40-0-0 7-0-0 - 5-3-7 5-1-11 5-1-1.1 5-1-11 5-3-7 7-0-0 Plate Offsets (X,Y): [ :0-4-2,0-1-8], [4: - -1 - -51, [-4-0,0-4-81, [9:0-8-12,0-3-51, (11:0-4- -1- 1, (14: -5- ,Ed e1, [17: -2-1 ,0- -01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.94 Vert(LL) 1.22 15-16 >386 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.99 Vert(TL) -1.01 15-16 >467 M1116 174/126 BCLL 0.0 Rep Stress Incr NO WB 0.67 Horz(TL) • -0.30 11 n/a BCDL 10.0 Code SBC/ANS195 (Matrix) 1 st LC LL Min I/defl = 360 Weight: 440 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D 'Except" TOP CHORD Sheathed or 4-6-4 oc purlins. 4-6 2 X 6 SYP SS, 6-9 2 X 6 SYP SS BOT CHORD Rigid ceiling directly applied or 3-7-4 oc bracing. BOT CHORD 2 X 4 SYP NoAD WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 3970/0-8-0, 11=3970/0-8-0 Max Horz 2=-92(load case 5) Max Uplift2 = -3822(load case 4), 11=-3710(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=29, 2-3=-8611, 3-4=-8850, 4-19=-12015, 19-20=-12016, 5-20=-12018, 5-21=-13878, 21-22=-13878, 22-23=-13878, 6-23=-13878, 6-24=-13878, 24-25=-13878, 7-25=-13878, 7-26=-120601 26-27=-12060, 27-28=-12060, 8-28=-1.2060, 8-29=-12063, 29-30=-12061, . 9-30 = -12059, 9-10=-8844, 10-11=-8612, 11-12=29 BOT CHORD 2-18 = 7724, 18-31 = 8229, 31-32 = 8229, 17-32 = 8229, 17-33=12016, 33-34=12016, 34-35=12016, 16-35 = 12016, 16-36 = 13795, 36-37=13795, 15-37 =13795, 15-38=13795, 38-39=13795, 39-40 = 13795, 14-40=13795, 14-41=8221, 41-42=8221, 13-42=8221, 11-13=7726 WEBS 3-18=520, 4-18=589, 4-17=4324, 5-17=-1875, 5-16=2134, 6-16=-852, 7-16=95, 7-15=201, 7-14=-1988, 8-14=-911, 9-14=4384, 9-13=586, 10-13=508 NOTES (9) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) All plates are M1120 plates unless otherwise indicated. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3822 lb uplift at joint 2 and 3710 lb uplift at joint 11. 6) This truss has been designed with ANSI/TPI 1-1995 criteria. ,,......., v 7) 2-ply truss to be connected together with 1 Od Common(. 1 48"x3") Nails as follows: ,••P'S t j�1�'• Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc, 2 X 6 - 2 rows at 0-9-0 oc. ' '�i.• ����. 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. % 8) Special hanger(s) or connection(s) required to support concentrated load(s) 159.51b down and 305.11b up at 7-0-0, `' * ��a 4 j1�i 159.51b down and 305.1lb up at 9-0-12, 159.51b down and 305.1lb up at 11-0-12, 159.51b down and 305.1lb up at 13-0-12, 159.51b down and 305.1lb up at 15-0-12, 159.51b down and 305.1lb up at 17-0-12, 159.51b down and 10 1 yk 305.1lb up at 19-0-12, 159.51b down and 305.1lb up at 20-11-4, 159.51b down and 305.11b up at 22-11-4, 159.51b •. down and 305.1lb up at 24-11-4, 159.5lb down and 305.1lb up at 26-11-4, 159.51b down and 305.1lb up at 28-11-4 0% STATE OF • and 159.51b down and 305.1lb up at 30-11-4, and 159.51b down and 305.1lb up at 33-0-0 on top chord, and �1 :+ �. •` 625.1lb down and 577.6lb up at 7-0-0, 46.Olb down at 9-0-12, 46.Olb down at 11-0-12, 46.Olb down at 13-0-12, �.+�(� 46.01b down at 15-0-12, 46.Olb down at 17-0-12, 46.Olb down at 19-0-12, 46.0Ib down at 20-11-4, 46.Olb down at +0 R I'De 22-11-4, 46.01b down at 24-11-4, 46.Olb down at 26-11-4, 46.01b down at 28-11-4, and 46.0Ib down at. 30-11-4, E'lgfQ` , and 625.1lb down and 577.61b up at 32-11-4 on bottom chord. Design for unspecified connection(s) is delegated to the V`Y/�L building designer. 9) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 10) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. August 7,2002 ®WARNING - Ver(jy design parameters and READ NOTES ON TMS AND REVERSE SIDE BEFORE USE. s® Design valid for use only with MiTek connectors. This design Is based only upon parameters,. shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer -not truss _ designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent brbrcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult QST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installlnq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, W153719. ����® Sy b®Os PLATE LOCATION AND ORIENTATION , 13A * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. Y8" *For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. *This symbol indicates the required direction of slots in connector plates. * For tabular plating format refer to the Mitek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dirTTension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING Indicates location of joints at U16 which bearings (supports) occur, FORM018,019 J2 J3 J4 TOP CHORDS c1 Q WEBS J5 Cr O _ o O a u O r- a c8 c7 c6 BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FA RTH EST TO TH E LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N Ed! 0 MiTek" MMG-"""L ® MYDROWR OM TM PANEL CLIP Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at /4 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is'to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials. . 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses, © 1993 Mitek Holdings, Inc. Job Truss Truss Type ty Ply D R H RT N DR1965F A7 ROOF TRUSS 1 2 13634714 (optional) A PAN-TH, LONGWOOD, FL, MiTek Industries, Inc. 4.201 SR1 s Aug 20 2001 MiTek Industries, Inc. Wed Aug 07 12:38:48 2002 Page LOAD CASE(S) Standard 1) Regular: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1-4=-74.0, 4-9=-74.0, 9-12=-74.0, 2-11 =-20.0 Concentrated Loads (lb) Vert: 4=-159.5 9=-159.5 18=-625.1 13=-625.1 19=-159.5 20=-159.5 21=-159.5 22=-159.5 23=-159.5 24=-159.5 25=-159.5 26=-159.5 27=-159.5 28=-159.5 29=-159.5 30=-159.5 31 =-46.0 32=-46.0 33=-46.0 34=-46.0 35=-46.0 36=-46.0 37.=46.0 38=-46.0 39=-46.0 40=-46.0 41 =-46.0 42=-46.0 !� i �B�� V *'• i+1a.4 5161 y T OF �NaL August 7,2002 ®WARNING - VerM design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. ® ® Design valid for use only with MITek connectors. This design is based only upon parameters shown, and Is for on Individual buildingcomponentto be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent brbrcing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult CST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 �'���® Handling Installinq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofflo Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 13A *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches, Apply plates to both sides of truss and securely seat. *For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. *This symbol indicates the ® required direction of slots in connector plates, * For tabular plating format refer to the MiTek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dirlTension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING V nA Indicates location of joints at which bearings (supports) occur, Numbering System J2 J3 J4 TOP CHORDS c2 ca WEBS J5 a: 0 0 a` U O O s+ti " U f- a c8 c7Cu.ce BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N ®v® MiTek® TM PANEL C LIP Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at �/4 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection, 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. © 1993 Mitek Holdings, Inc. FORM018,019 Job russ truss type ty Ply DR H RT N 13634715 DR1965F A9 ROOF TRUSS 1 1 (optional) A PAN- H, LONGWOOD, FL, Mi ek Industries, Inc. 4.201 SR1 s Aug 20 20bl Mi ek Industries, Inc. Wed Aug 07 12:38:49 2002age 1 1-0-0. 4-9-14 9-0-0 14-6-0 20-0-0 25 6 0 31-0-0 35-2-2 40-0-0 11-0-0 .. 1-0-6 4-9-14 4-2-2 5-6-0 5-6-0 - 5-6-0 5-6-0 4-2-2 4-9-14 1-0-0 Scale = 1:71. 5x6 = 5x6 = 3x4 = 5x6 - 3x4 = 5.00 f1 '- 4 5 6 7 8 2x4 a 2x4 5 3 9 2 10 1 1 1 'TA AA o 3x8 = 17- 16 15 14 13 12 3x8 = 3x8 = 4x6 - 3x4 - 3x4 = 4x6 = 3x8 - 9-0-0 16-4-0 23-8-0 31-0-0 40-0-0 9-0-0 7-4-0 7-4-0 7-4-0 9-0-0 Plate Offsets (X,Y): [2:0-4- ,0-1- 1, [4: - - -41, [ - - ,0- -0], [8:0-3-0,0-2-4], [10:0=4- ,0-1- ], [16:0- -0,Ed e] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.79 Vert(LL) 0.52 15 >907 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.98 Vert(TL) -0.77 14-15 > 615 BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(TL) 0.21 10 n/a BCDL 10.0 Code SBC/ANS195 1st LC LL Min I/deft = 360 Weight: 195 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-4-15 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 3-10-11 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5-17, 7-12 REACTIONS (lb/size) 2 = 1951 /0-8-0, 10 = 1951 /0-8-0 Max Horz 2=114(load case 4) Max Uplift 2 = -1 096(load case 4),.10=-963(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3855, 3-4=-3566, 4-5=-3329, 5-6=-4558, 6-7=-4558, 7-8=-3329, 8-9=-3566, 9-10=-3855, 10-11 =14 BOT CHORD 2-17=3507, 16-17=4389, 15-16=4389, 14-15=4755, 13-14=4389, 12-13=4389, 10-12=35017 WEBS 3-17=-237, 4-17=1007, 5-17=-1300, 5-15=387, 6-15=-283, 6-14=-283, 7-14=387, 7-12=-1300, 8-12=1007, 9-12=-237 NOTES (6) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1096 lb uplift at joint 2 and 963 lb uplift at joint 10. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard .. iE B� ` * = No. 4 5161 � � 71 i � A 4 C /�"; 1w� ••` �3�� 10 R L August 7,2002 ® WARNING - verify design parameters and READ NOTES ON Tms AND RE VERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for on Individual building component to be _ _ Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss — designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the: responsibility of the erector. Additional permanent brmcing of the overall structure is the responsibility of the bullding designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult GST-68 Quality Standard, DSB-89 Bracing Specification, and HIS-91 /� Handling Installinq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onoflio Drive, Madison, WI53719. - MI 1 ®�i B�® Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and sec urely seat. *For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. *This symbol indicates the required direction of slots in connector plates. * For tabular plating format refer to the MiTek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. FORM018,019 9�� Y- ' ice, j l ,I J2 J3 J4 TOP CHORDS c2 Q J5 _ oir o Z O soh U p ace c6 BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N MiTek® PANEL TM CLIP ". Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. . 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully, Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at �14 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection, 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15, Care should be exercised in handling, erection and installation of trusses. © 1993 Mitek Holdings, Inc. , Job russ Truss lype ty Ply H RT N 13634716 DR1965F AG1 ROOF TRUSS 1 1 (optional) A U- A - H, L N W , Mi ek Industries, Inc. 4.201 SR1 s Aug 20 2001 Mi ek Industries, Inc. Wed Aug 07 1 1 2002 Page 1 11-0-9 - 7-6-0 14-9-0 20-0-0 23-0-0 28-5-6 33-10-13 40-0-0 11-0-p I l 1 I I 1-0-0 7-6-0 7-3-0 5-3-0 3-0-0 5-5-6 5-5-6 - 6-1-3 1-0-0 Scale = 1:71. 5x6 — 5 5.00 j-f£ 4x6 -- 6 4 3x4 7 5x8 3 II 5x6 3 7 165x1 ,- 1 8 8x 1, t= 0 8x8 — v 2 3 II 9 1 19 107 0 5x8 = o 3x6 = 18 14 13 12 11 3x6 — 2.50 TT 5x8 = 7.6-0 14-9-0 20-4-0 23-0-0 28-5-6 33-10-13 40-0.0 7-6-0 14-6-0 7-3-0 5-7-0 2-8-0 5-5-6 - 5-5-6 6-1-3 Plate Offsets ( ,Y): [ :0- -4, - - 1, [ - - 1, [1 -4- - - 1, 17:0- - -41 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL. 30.0 Plates Increase 1.33 TC 0.53 Vert(LL) 0.16 2-19 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.46 Vert(TL) -0.20 2-19 >838 BCLL 0.0 Rep Stress Incr NO WB 0.96 Horz(TL) 0.08 18 n/a BCDL 10.0 Code SBC/ANS195 (Matrix) 1 st LC LL Min I/defl = 360 Weight: 294 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-8-7 oc purlins. BOT CHORD 2 X 4 SYP No.2D *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 15-17 2 X 6 SYP No.2ND WEBS 1 Row at midpt 3-17 WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 702/0-8-0, 18 = 646/0-8-0, 16 = 1732/0-8-0, 9 = 863/0-8-0 Max Horz 2=223(load case 4) Max Uplift 2 = -420(load case 4), 18=-538(load case 4), 16=-662(load case 5), 9=-601(load case 5) Max Grav 2=715(load case 6), 18=886(load case 6), 16=1732(load case 1), 9=872(load case 7) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=24, 2-3=-1518, 3-4=548, 4-5=605, 5-6=929, 6-7=153, 7-8=-692, 8-9=-1357, 9-10=29 BOT CHORD 2-19=1342, 18-19=-34, 16-17=-714, 15-16=-155, 13-15=99, 6-15=558, 13-14=0, 12-13=4, 1 1-12 = 1 159, 9-1 1= 1 164 WEBS 3-19=-177, 17-19=1445, 3-17=-1739, 5-16=-1003, 6-16=-860, 12-15=771, 7-15=-638, 7-12=-139, 8-12=-660, 8-11 =136, 17-18=-587, 4-17=-471, 5-17=262 NOTES (9) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" 4) All plates are 2x4 M1120 unless otherwise indicated. 5) Gable studs spaced at 2-0-0 oc. 6) Bearing at joint(s) 2, 18 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer !�` should verify capacity of bearing surface. 1 U 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 420 lb uplift at joint 2, 538 lb ...•.. •� uplift at joint 18, 662 lb uplift at joint 16 and 601 lb uplift at joint 9.*• �`� ��� 8) This truss has been designed with ANSI/TPI 1-1995 criteria. 9) Truss Engineer: Junaidie Budiman, PEN45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 10) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. I C• * Na: 4.5161 LOAD CASE(S) Standard 'x1 • ! STATE OF S��NAL August 7,2002 ®WARNING - Ver{ jy design parameters and READ NOTES ON THIS AND RE VERSE SIDE BEFORE USE. —® Design valld for use only with MITek connectors. This design is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss sell designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent br�cing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabricatlon, quality control, storage, delivery, election and bracing, consult OST-88 Qualify Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installlnlg and Bracing Rtcommonclatlon available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, 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. *For 4 x 2 orientation, locate plates 1 /8" from outside edge of truss and vertical web. *This symbol indicates the required direction of slots in connector plates. * For tabular plating format refer to the MITek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dirrrension is the length parallel to slots. LATERAL BRACING Indicates location of required 40,10 continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. FORM018,019 Numbering System J2 J3 J4 TOP CHORDS c2 73- WEBS J5 0 0 t O Q. " U O a ce c' ce O BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N M!0 MiTeko TM PANEL CLIP MYOROWR :., T (� i� � I, •{ I � I.1 I _ it 4 i 9 •. � Failure to Follow Could Cause Property Damage or Personal Injury 1, Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties,. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at /4 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is'to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10, Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses. © 1993 Mitek Holdings, Inc. Job russ Truss Type ty Ply D R HORTON 13634717 DR1965F AG2 ROOF TRUSS 1 1 (optional) A U- AN- H, LONGWOOD, FL, r ek ndustrles, Inc. 4.201 1 s Aug 20 2001 MiTel. Industries, Inc. Wed Aug 07 12:40:43.2002 Page 1 1-1-0-01 7-6-0 14-9-0 16-7-3 22-0-0 1 1 123-0-01 1-0-0 7-6-0 7-3-0 1-10-3 5-4-13 1-0-0 4x8 II. Scale = 1:49.8 6 2x4 II 2x4 II 5 7 8 (p Ll 2x4 II 5x8 2x4 it 2x4 11 - 3x4 = 3x10 II 4 7 1 5.00 12 3 2x4 II 2 0 • o C6 6 m a v v 2 11 1 2x4 II 5x8 0 2x4 II 2x4 II 3x4 s 10 2.50 rl2 2x4 11 7-6-0 14-9-0 20-4-0 22-0-0 i 7-6-0 7-3-0 5-7-0 - 1-8-0 - Plate Offsets MY): 4:0-1-4, - - 1, :1-7-14, -1-01, (7: -4- -1- [9:0-2-8,0-5-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 14TQ 0.52 Vert(LL) 0.16 2-11 >999 M1120 249/190 TCDL 7.0 Vert( L) 2-11 > 831 Lumber Increase 1.33 BC 4 BCLL 0.0 Rep Stress Incr NO WB 0.76 Horz(TL) 0.08 10 n/a BCDL 10.0 Code SBC/ANS195 (Matrix) 1 st LC LL Min I/defl = 360 Weight: 134 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-8-7 oc purlins. BOT CHORD 2 X 4 SYP No.2D *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. ' 7-9 2 X 6 SYP No.2ND WEBS 1 Row at midpt 9-11, 4-9 WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 WEDGE Right: 2 X 6 SYP No.2ND REACTIONS (lb/size) 2 = 715/0-8-0, 10 = 1135/0-8-0, 7 = 357/0-8-0 Max Horz 2=416(load case 4) Max Uplift 2 = -357(load case 4), 10=-679(load case 4), 7=-247(load case 5) Max Grav 2=715(load case 6), 10=1135(load case 1), 7=404(load case 7) FORCES Ob) - First Load Case Only TOP CHORD 1-2=24, 2-3=-1564, 3-4=-1353, 4-5=383, 5-6=366, 6-7=-71, 7-8=34 BOT CHORD 2-11 = 1383, 10-11 =-48, 7-9=-4 WEBS 4-11 =-202, 9-11 =1521, 4-9=-1642, 9-10=-1074, 5-9=-370, 6-9=-473 NOTES (8) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" 4) Gable studs spaced at 2-0-0 oc. 5) Bearing at joint(s) 2, 10 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide 357 lb 2, lb mechanical connection (by others) of truss to bearing plate capable of withstanding uplift at joint 679 uplift at joint 10 and 247 lb uplift at joint 7. 7) This truss has been designed with ANSI/TPI 1-1995 criteria. �.+•'��+..+ 8) Truss Engineer: Junaidie Budiman, PEt145161 . Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 9) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard A O •, STATE OF QN�L August 7,2002 ®WAWNO - VerVy design pamrrreters and READ NOTES ON TBTS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for on Individual building component to be IMM Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss an[ designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent brbrcing of the overall structure Is the responsibility of the building designer. For general guidance regarding tabrloation, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. MiTek® Symbols PLATE LOCATION AND ORIENTATION 1 �/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches, Apply plates to both sides of truss and sec urely seat, *For 4 x 2 orientation, locate plates 1/8' from outside edge of truss and vertical web. *This symbol indicates the required direction of slots in connector plates. * For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS ca ca 3 WEBS J5 o _ o O Q. O � a U cce BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40" continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. M1 MiTek® TM PANEL CLIP FORM018,019 -G n6 L HYORO,AiR® AGenera9 Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties., 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at �14 panel length(+ 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator, General practice is"to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13, Do not overload roof or floor trusses with, stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15, Care should be exercised in handling, erection and installation of trusses. © 1993 Mitek Holdings, Inc. L_ _. _. _ _ - Job russ russ Type ty Ply D R H N 13634718 DR1965F B ROOF TRUSS 1 1 (optional) A U PAN- H, N W L, MiTek Industries, Inc. 4.201 SR1 s Aug 20 2001 Mi ek Industries, Inc. Wed Aug 07- 1 : age 1 -1-0-0 I 5-3-14 10-0-0 14-8-2 20-0-0 2 1 -0-0 1 I I 1-0-0 5-3-14 4-8-2 4-8-2 5-3-14 1-0-0 Scale = 1:36.9 4x6 = 4 5.00 12 2x4 2x4 O 3 5 2 6 I1 7 Io 3x4 — 8 3x4 = 5x8 = 10-0-0 20-0-0 10-0-0 10-0-0 Plate Offsets (X,Y): [ -1- -1- 1,( -1- , -1- 1,[ : -4- - - 1 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.39 Vert(LL) 0.07 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.59 Vert(TL) -0.24 2-8 >993 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(TL) 0.04 6 n/a BCDL 10.0 Code SBC/ANSI95 1st LC LL Min I/defl = 360 Weight: 86 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-10-10 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-11-2 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 6=1004/0-1-8, 2=1024/0-8-0 Max Horz 2=123(load case 4) Max Uplift6 = -521 (load case 5), 2=-5360oad case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=14, 2-3=-1569, 3-4=-1165, 4-5=-1165, 5-6=-1611, 6-7=14 BOT CHORD 2-8 = 1430, 6-8 = 1481 WEBS 3-8=-389, 4-8=536, 5-8=-444 NOTES (6) 1 j This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120'mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 521 lb uplift at joint 6 and 536 lb uplift at joint 2. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) Truss Engineer: Junaidie Budiman, PE#45161 . Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 7) THIS DESIGN CONFORMS WITH FBC 2001, BASED -ON PARAMETERS INDICATED. LOAD CASE(S) Standard !p i11FE B3�6J • No. 4 5161 -0 ='w STATE OF '�••� w o R L August 7,2002 ®WAmNG - Vervy assign parameters and READ xorzs ox ms AND Rzymm smE Bzrom usc- 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 IMM Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss - _ designer. Bracing shown Is. for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent brarcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, election and bracing, consult CST-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 A Handling Installing and Bracing Recommondatlon available from Truss Plate Institute, 593 D'Onofrlo Drive, Madison, WI53719. M I���® Symbols PLATE LOCATION AND ORIENTATION 1 �/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. ,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 MITek/Gang-Nail Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dirrvension is the length parallel to slots. LATERAL BRACING Indicates location of required continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. FORM018,019 Numbering System J2 J3 J4 TOP CHORDS c2 c3 Cr WEBS J5 o _ o O CL Q Sy V U 0 a c8 c2 ce BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA 86-93, 85-75, 91-28 HUD/FHA TCB 17.08 ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N ?a! 0 MiTeko 0 SMM PANEL TM CLIP ® HYORO',A/R Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at I14 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14, Do not cut or alter truss member or plate without prior approval of a professional engineer. 15, Care should be exercised in handling, erection and installation of trusses, © 1993 Mitek Holdings, Inc. Job russ I russ Type ty Ply D R H RT N 13634719 DR1965F BG ROOF TRUSS 1 1 (optional) A AN- H, N W L, Mi ek Industries, Inc. 4.201 SR1 s Aug 20 2001 MiTek Industries, Inc. Wed Aug 07 1_2_.3T55 2002 Page 1 -1-0-0 5-3-14 10-0-0 14-8-2 20-0-0 21-0-0 • 1-0-0 5-3-14 4-8-2 4-8-2 5-3-14 1-0-0 Scale = 1:38.1 4x6 = 4 2x4 II 2x4 II 5.00 Fff 3x4 i 3x4 3 5 2x4 ll 2x4 II x II x II' 2 II zd II 6 11LT 7 Io 25 26 2x4 II t0 2x4 II 27 2x4 II 28 9 29 2x4 II 30 8 31 2x4 II 32 33 3x4 - 3x4 = 2x4 II 7x8 = 2x4 II 2x4 II 5-3-14 10-0-0 14-8-2 20-0-0 i 5-3-14 4-8-2 4-8-2 5-3-14 Plate Offsets MY): [ :0-4- -4- 1 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.33 Vert(LL) 0.06 9-10 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.29 Vert(TL) -0.09 8-9 > 999 BCLL 0.0 Rep Stress Incr NO WB 0.26 Horz(TL) 0.03 6 n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1 st LC LL Min I/defl = 360 Weight: 124 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-10-13 oc purlins. BOT CHORD 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 8-6-13 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (Ib/size) 6=950/0-8-0, 2=951/0-8-0 Max Horz 2=126(load case 4) Max Uplift6 = -596(load case 5), 2=-535(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=34, 2-3=-1678, 3-4=-1182, 4-5=-1182, 5-6=-1677, 6-7=34 BOT CHORD 2-25 = 1471, 25-26 =1471, 10-26 = 1471, 10-27 =1471, 27-28 =1471, 9-28 = 1471, 9-29 =1470, 29-30 =1470, 8-30 =1470, 8-31 = 1470, 31-32 =1470, 32-33 = 1470, 6-33 =1470 WEBS 3-10 = 60, 3-9 = -485, 4-9 = 507, 5-9 = -484, 5-8 = 59 NOTES (8) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition 11 partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" 4) Gable studs spaced at 2-0-0 oc. 5) Provide mechanical connection (by others) of truss to bearing. -plate capable of withstanding 596 lb uplift at joint 6 and 535 lb uplift at joint 2. 6) This truss has been designed with ANSI/TPI 1-1995 criteria. 7) Special hanger(s) or connection(s) required to support concentrated load(s) 17.71b up at 1-0-0, 10.81b up at 3-1-1, 10.81b up at 5-1-1, 10.81b up at 7-1-1, 10.81b up at 9-1-1, 10.8Ib up at 11-1-1, 10.81b up at 13-1-1, 10.81b up at 15-1-1, and 10.81b up at 17-1-1, and 17.71b up at 18-11-1 on bottom chord. Design for unspecified connection(s) is 13 delegated to the building designer. • ••��• 8) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331.••'���,�..� 9) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. J ; i-,., �• • LOAD CASE(S) Standard f ; 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 NO, 45161 Uniform Loads (plf) * Vert: 1-4=-74.0, 4-7=-74.0, 2-6=-20.0"� . Concentrated Loads (lb)STATE�� Vert: 10=10.825=17.726=10.827=10.828=10.829=10.830=10.831=10.832=10.833=17.7 0•;% f 9611, ���y777 A ANL August 7,2002 ®WARNING - Veft design parlarrseten and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. ®e Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of -component Is responsibility of building designer - not truss El designer. Bracing shown Is lot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent brarcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB•89 Bracing Specification, and HIB-91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute, 593 D'Onoftlo Drive, Madison, WI53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property -44110- t 3/1. * Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property Ye securely seat. J2 J3 J4 owner and all other interested parties., - .- TOP CHORDS 2. Cut members to bear tightly against each ca c3 other. o WEBS J5 Er 3. Place plates on each face of truss at each * For 4 x 2 orientation, locate ; ; joint and embed fully. Avoid knots and wane plates 1 /8" from outside edge of c� O a _ at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chord splices at /4 length(+ 6" from �, panel adjacent joint.) BOTTOM CHORDS _ *This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 % at time of connector plates, fabrication.. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, * For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11, Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13, Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. M__ ® 14, Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. ® 15. Care should be exercised in handling, PANEL TM ® erection and installation of trusses, © 1993 Mitek Holdings, Inc. {`� CLIP . FORM018,019 GANG-KLAJL. ® HYDR97-AIR - Job russ russ ype ty Ply D R HORTON 13634720 DR1965F CG SCISSORS 1 1 (optional) A U- AN-TH, LONGWOOD, FL, Mi ek Industries, Inc. 4.201 R1 s Aug 90 90011 Mi ek Industries, Inc. Wed Aug 07 2002 Page 1 -1-0-0 4-0-15 7-6-0 10-11-1 15-0-0 16-0-0 ` } 1 I - 1-0-0 4-0-15 3-5-1 3-5-1 4-0-15 1-0-0 Scale = 1:29.0 4x6 = 4 5.00 12 2x4 - 2x4 = 3 5 8 5x8 = 2 6 a� 7 la ct1 p 2.50 12 3x4 a 3x4 zz 760 1500 7-6-0 7-6-0 Plate Offsets MY): [2:0-1-11, -0-71, [-1-11,0- - LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.34 Vert(LL) -0.12 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.55 Vert(TL) -0.20 6-8 >908 BCLL 0.0 Rep Stress Incr NO WB 0.29 Horz(TL) 0.11 6 n/a BCDL 10.0 Code SBC/ANS195 1st LC LL Min I/dell = 360 Weight: 63 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 4-4-3 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-1-15 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2 = 782/0-1-8, 6 = 782/0-1-8 Max Horz 2=-950oad case 5) Max Uplift 2=-412(load case 4), 6=-412(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=10, 2-3=-2090, 3-4=-1625, 4-5=-1625, 5-6=-2090, 6-7=10 BOT CHORD 2-8 =1935, 6-8 =1935 WEBS 4-8=969, 3-8=-394, 5-8=-394 NOTES (7) 1) This truss has been checked for unbalanced loading conditions. 2) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) Bearing at joint(s) 2, 6 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 6. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 412 lb uplift at joint 2 and 412 lb uplift at joint 6. 6) This truss has been designed with ANSI/TPI 1-1995 criteria. 7) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 8) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOADCASE(S) Standard rv— i]ri� v i t : 4.5161�eon ,k 4 :� STATE 4F gat August 7,2002 AWARMNG - VerVy design parameter. and REen NOTES ONTMS AND REVERSE SIDE BEFORE use. Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss - - designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bralcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 M iTek® Truss Plate Institute, 593 D'Onofrlo Drive, Madison, WI 53719. Handling Installing and Bracing Recommendation available from Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1'/11 *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1, Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property �e securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each � ca c� other. o WEBS JS a:3, Place plates on each face of truss at each * For 4 x 2 orientation, locate o ,� ; ; a joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of o _ as at joint locations. truss and vertical web, o o 4. Unless otherwise noted, locate chord splices at 1 /4 length(+ 6" from CS C, panel adjacent joint,) BOTTOM CHORDS *This symbol indicates the 5. Unless otherwise noted, moisture content of ® required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, * For tabular Plating format refer to the AROUND THE TRUSS STARTING AT THE LOWESTJOINT 7, Camber is a non-structural consideration and MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection, PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 X 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials, o_ ® 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 —G —L MYDR0?41R® Job russ ruse Type ty Ply D H TON 13634721 DR1965F J ROOF TRUSS 14 1 to tionap A U- P N- H, LONGWOOD, FL, MI ek Industries, Inc. 4. s Aug 20 2001 r ek Industries, Inc. Wed Aug 07 1 age 1 7-0-0 1-0-0 7-0-0 3 Scale = 1:19. 5.00 FIT 2 4 2x4 - 7-0-0 700 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.63 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.16 Vert(TL) 0.24 1-2 >69 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/ANS195 (Matrix) 1 st LC ILL Min I/defl = 360 Weight: 23 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3 = 234/Mechanical, 2=424/0-8-0, 4 = 66/Mechanical Max Horz 2 = 221(load case 5) Max Uplift3 = -250(load case 5), 2=-168(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=29, 2-3=75 BOT CHORD 2-4=0 NOTES (5) 1) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 250 lb uplift at joint 3 and 168 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 6) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard iV- E3�� V: • STATE of = � • 'w /c o R � aL August 7,2002 ®wARMNO - VerVy design parameters and READ NOTES ONTBW AND REVERSE SIDE BEFORE USE. _® Design void for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Cali= go 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 responsibillty of the erector. Additional permanent brbcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabAcatlon, quality control, storage, delivery, erection and bracing, consult OST-88 OualBy Standard, DSB-89 Bracing Speclflcatlon, and HIS-91 Handling Instollinq and Bracing R000mmondatlon available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. M iTek® Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. ,/i„ 8" *For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. *This symbol indicates the required direction of slots in connector plates. * For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. Numberings System J2 J3 J4 TOP CHORDS c2 ca a x IJ5occ a UOI—a1 IN lo1 c8 c7 cFO BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40�� continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTeke TM PANEL CLIP FORM018,019 GANG-NAJL HYDRO?.41R General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at 1 /4 panel length(' 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13, Do not overload roof or floor trusses with stacks of construction materials. 14, Do not cut or alter truss member or plate without prior approval of a professional engineer. 15, Care should be exercised in handling, erection and installation of trusses. © 1993 Mitek Holdings, Inc. Job russ Truss ype ty Ply D R H RT N 13634722 DR1965F J1 MONO TRUSS 10 1 (optional) A AN- H, LONGWOOD, FL, MiTek Industries, Inc. 4.201 SR1 s Aug 90 9001 MI ek Industries, Inc. Wed Aug 07 1 age 1 -1-0-0 1-0-0 1-0-0 1-0.0 3 Scale = 1:6.3 5.00 F12 2 2x4 = 4 1 1-0-0 r 100 Plate Offsets (X,Y): [ -1- -1- 1 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.07 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(TL) 0.01 1 > 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1st LC LL Min I/dell = 360 Weight: 5 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-0-0 oc purlins. BOT.QHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=168/0-1-8, 4=10/Mechanical, 3 = -7/Mechanical Max Horz 2=53(load case 4) Max Uplift2=-128(load case 4), 3=-28(load case 5) Max Grav 2=168(load case 1), 4=10(load case 1), 3=23(load case 4) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=28, 2-3=-33 BOT CHORD 2-4=0 NOTES (6) 1) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 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 128 lb uplift at joint 2 and 28 lb uplift at joint 3. 5) This truss has been designed with ANSI/TPI 1-1995 criteria. 6) Truss Engineer: Junaidie Budiman, PE#45161 . Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331 . 7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard !� iFEE Br��,J/ 'k c No. 4 5161 'k A r STATE OF Y a R'ID�'�' , /.� QNAf. August 7,2002 A WARNdNO - VerW design parameters 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 Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper incorporation of component Is responsibility of building designer - not truss — designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 MiTek® Handling Installlnq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI53719. rr Symbols PLATE LOCATION AND ORIENTATION 13/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. *For 4 x 2 orientation, locate plates 1/8' from outside edge of truss and vertical web. *This symbol indicates the required direction of slots in connector plates. * For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS c2 c� o WEBS J5 o _ o a u V O �- a ce c7 0O BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots, Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur, MiTeke TM PANEL CLIP FORM018,019 [aaNG-� HYORO,AOR® Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13, Do not overload roof or floor trusses with stacks of construction materials. 14, Do not cut or alter truss member or plate without prior approval of a professional engineer. 15, Care should be exercised in handling, erection and installation of trusses. © 1993 Mitek Holdings, Inc. , Job russ Truss ype ty Ply D R H RT N - 13634723 DR1965F K ROOF TRUSS 4 1 to tionap ACr—U-SPAN-T LONGWOOD, FL, Mi ek Industries, Inc. 4.201 SRI s Aug 20 201 MI a Industries, nc. Wed Aug 07 1 Page 1 .1-0-0 100 500 3 Scale = 1:15.7 5.00 2 1 4 2x4 - 5-0-0 5-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc)- I/deft PLATES GRIP TCLL - 30.0 . Plates Increase 1.33 TC 0.30 Vert(LL) n/a - n/a MI120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.08 Vert(TL) 0.08 1-2 >210 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1st LC LL Min I/defl = 360 Weight: 17 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3 = 1 55/Mechanical, 2=335/0-8-0, 4 = 46/Mechanical Max Horz 2 = 161(load case 5) Max Uplift 3 = - 1 74(load case 5), 2=-152(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=29, 2-3=50 BOT CHORD 2-4=0 NOTES (5) 1) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 174 lb uplift at joint 3 and 152 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 6) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard ►!p iIFEEE— fB * No. 4 51610-0 Y = •1 STATE OF rim r �J aL August 7,2002 ®WARNING - VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. ®� Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss - designer. Bracing shown is for lateralsupport of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent br�bcing of the overall structure Is the responsibility of the building designer. For general guidance egarding fabrication, quality control, storage, delivery, election and bracing, consult CST-88 Qualify Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI53719. M iTek® r Symbols PLATE LOCATION AND ORIENTATION 13/, * Center plate on joint, unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. *For 4 x 2 orientation, locate plates r /8" from outside edge of truss and vertical web. *This symbol indicates the ® required direction of slots in connector plates. * For tabular plating format refer to the MiTek/Gang-Nall Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS C2 3 CrWEBS J5 O _ o a sti 8 v O r a ce c7 ce BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM 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. MiTek® PANEL TM CLIP . FORM018,019 Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at I/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements, 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft, spacing, or less, if no ceiling is installed, unless otherwise noted. 12, Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13, Do not overload roof or floor trusses with stacks of construction materials. 14, Do not cut or alter truss member or plate without prior approval of a professional engineer. 15, Care should be exercised in handling, erection and installation of trusses. © 1993 Mitek Holdings, Inc. Job russ Truss Type ty Ply D R H RT N 13634724 DR1965F L ROOF TRUSS 4 1 (optional) A U- PA - H, LONGWOOD, FL, MiTek Industries, Inc. 4.201 SA1 s Aug 20 9001 Mi ek Industries, Inc. Wed Aug 07 1 age 1 -1-0-0 3-0-0 1-0-0 3-0-0 3 Scale = 1:10.5 5.00 Fff 2- 4 2x4 — 3-0-0 3-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.11 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) 0.01 1 > 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 - Code SBC/ANSI95 (Matrix) 1 st LC LL Min I/defl = 360, Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-0 oc.purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REAOTIONS (lb/size) 3 = 69/Mechanical, 2=253/0-8-0, 4 = 26/Mechanical Max Horz 2 = 101(load case 5) Max Uplift3=-97(load case 5), 2=-144(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=29, 2-3=-54 BOT CHORD 2-4=0 NOTES (5) 1) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 97 Ib uplift at joint 3 and 144 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 6) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard l U` .y t Na. 4 5161 , ,k y Sy STATE ♦ ♦ h p QaL August 7,2002 AWARNINO - VerM dssign pammeters and READ NOTES ON THIS AND REVERSE SWE BEFORE USE. ®� Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regording fabrication, qualify control, storage, delivery, erection and bracing, consult CST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Welke Instollinq and Bracing Rocommondation available from Truss Plate Institute, 583 D'Onof c, Drive, Madison, WI53719. Symbols PLATE LOCATION AND ORIENTATION 1'/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. ,A„_ Ye., *For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web. *This symbol indicates the required direction of slots in connector plates. * For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. Lumbering System J2 J3 J4 TOP CHORDS ca c� D WEBS JS 0cc 0 O 0 a FL_ce c7 w FO BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur, MiTeke TM PANEL CLIP . FORM016,019 QArJQ FuaL ® NYDROaA/R General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties., 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator, General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses, © 1993 Mitek Holdings, Inc. Job Truss Truss Type ty Ply DR H RT N 13634725 DR1965F M ROOF TRUSS 4 1 (optional) OD, -FL, MiTek Industries, Inc. 4.201 SRI s Aug 20 2001 MiTendustries, Inc. Wed Aug 07 1 1 Page 1 -1-0-0 1-0-0 1-0-0 1-0-0 3 Scale = 1:6.3 5.00 12 2 4 1 - 2x4 1-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.08 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(TL) 0.01 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1 st LC LL Min I/defl = 360 Weight: 5 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0'oc bracing. REAOTIONS (lb/size) 3=-17/Mechanical, 2=177/0-8-0, 4=9/Mechanical Max Horz 2 = 53(load case 4) Max Uplift3=-25(load case 5), 2=-138(load case 4) ss Max Grav 3 = 31 (load case 4), 2 = 177(load case 1), 4 = 9(load case 1) - FORCES (Ib) - First Load Case Only TOP CHORD 1-2 = 28, 2-3 =-37 BOT CHORD 2-4=0 NOTES (5) 11 This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 25 lb uplift at joint 3 and 138 lb uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) Truss Engineer: Junaidie Budiman, PEf145161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 6) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard !p "SE B 1 Flo •,ti�� No, 45161 SSTATE OF ��� ♦f`a� � �O•y August 7,2002 ®WARNING - Ver{ jy design pammeters and READ NOTES ON THIS AND RE VERSE SIDE BEFORE USE. Design valid toy use only with MITek connectors. This design Is based only upon parameters shown, and Is for on Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss - -- designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding lobrloation, quality control, storage, delivery, erection and bracing, consult OST-88 Qualify Standard, DSB-89 Bracing Specification, and HIS-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI53719. M iTe k® —7 Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. *For 4 x 2 orientation, locate plates 1/8" from outside edge of truss and vertical web, *This symbol indicates the required direction of slots in connector plates. * For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS ca c� WEBScr J5 o _ o Ua '�' ; O O- u O a ce cC6 BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots, BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. -- - MiTek OM PANEL TM CLIP FORM018,019 �'�� HYDR®;A/R® ®General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at I14 panel length(* 6" from adjacent joint,) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber, 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses, © 1993 Mitek Holdings, Inc. . \ . ' b russ russ Type ty Ply D R H R N 13634726 R1965F FDA S ROOF TRUSS 2 1to tional) U-PAN- H, L N W L, Mi ek Industries, Inc. 4.201 R1 s Aug 1 Mr ek Industries, nc. ed Aug 7 :4 age 1 -1-5-0 5-3-5 9-10-13 1-5-0 5-3-5 4-7-8 4 = 1:20.1 t 9 3.54 rP£ 3x4 ; 3 8 2 d 10 11 7 12 6 5 2x4 II 3x4 = 2x4 = 5-3-5 9-10-13 5-3-5 4-7-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.74 Vert(LL) 0.07 6-7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.42 Vert(TL) -0.08 6-7 > 999 BCLL 0.0 Rep Stress Incr NO WB 0.41 Horz(TL) -0.02 5 n/a BCDL 10.0 Code SBC/ANSI95 (Matrix) 1st LC LL Min I/defl = 360 Weight: 41 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD' 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-0-1 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 4 = 188/Mechanical, 2=634/0-11-5, 5 = 397/Mechanical Max Horz 2=218(load case 2) Max Uplift4 = -243(load case 3), 2=-535(load case 2), 5=-353(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-2=29, 2-8=-1099, 3-8=-1002, 3-9=-88, 4-9=44 BOTCHORD 2-10=1001,.10-11=1001, 7-11=1001, 7-12=1001, 6-12=1001, 5-6=0 WEBS 3-7=187, 3-6=-1068 NOTES (6) 1) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category II, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 243 lb uplift at joint 4, 535 lb uplift at joint 2 and 353 lb uplift at joint 5. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) Special hanger(s) or connection(s) required to support concentrated load(s) 150.0Ib up at 4-3-11, and 161.71b down and 395.31b up at 7-1-10 on top chord, and 21.61b up at 1-5-12, and 12.1lb down at 4-3-11, and 52.1lb down at 7-1-10 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. 6) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 7) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard 1) Regular: Lumber Increase = 1.33, Plate Increase = 1.33 Uniform Loads (plf) 1 Vert: 1-4=-74.0, 2-5=-20.0���t . . ... Concentrated Loads (lb) 1 ...•'.. Vert: 8=10.1 9=-161.710=21.611=-12.1 12=-52.1 qj►. / •;'r�Qti Y: • * : No. 4 $161 A y ��. STATE OF 4+ AL August 7,2002 ®WARNING - VerW design parameters and READ NOTES ON TWS AND REVERSE SIDE BEFORE USE. �® Design valid for use only with Milek connectors. This design Is based only upon parameters shown, and Is for an Individual building component to be Installed and 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 CST-88 Quality Standard, DSB•89 Bracing Specification, and HIS-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofllo Drive, Madison, WI53719. M iTek® r— r Symbols PLATE LOCATION AND ORIENTATION 13/4 *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. *For 4 x 2 orientation, locate plates I/s" 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 Mrfek/Gang-Nall Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS ca c3 WEBS 4J5 O _ o O ti " ci O F- a ce c7 u r0 BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FA RTH EST TO TH E LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots, Second dim-ension Is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. MiTek® O PANEL TM CLIP FORM016,019 HYDRO -AIR® general Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. 4. Unless otherwise noted, locate chord splices at /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. b russ Truss Type ty Ply H RT N 13634727 R1965F FDA S1 ROOF TRUSS 2 1 (o tional) U-P - H, LONGWOOD, FL, Mi ek Industries, Inc. 4.201 SR1 s Aug 20 2001 MiTendustries, Inc. Wed Aug 07 1 Page 1 -1-5-0 1-5-0 1-5-0 1-5-0 3 Scale = 1:6. . 3.54 [TY 2 1 4 2x4 = 1-5-0 1-5-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.15 Vert(LL) n/a - n/a MII20 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(TL) 0.02 1 >908 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 3 n/a BCDL' 10.0 Code SBC/ANS195 (Matrix) 1st LC LL Min I/defl = 360 Weight: 7 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-5-0 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REAOrTIONS (Ib/size) 3 = -40/Mechanical, 2=193/0-8-0, 4 = 6/Mechanical Max Horz 2=41(load case 2) Max Uplift3=-40(load case 1), 2=-180(load case 2) Max Grav 3 = 50(load case 4), 2 = 1930oad case 1)., 4 = 6(load case 1) FORCES (Ib) - First Load Case Only TOP CHORD 1-2 = 29, 2-3 =-24 BOT CHORD 2-4=0 NOTES (5) 1) This truss has been designed for the wind loads generated by 120 mph winds at 18 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, in the gable end roof zone on an occupancy category 11, condition II partially enclosed building, with exposure B ASCE 7-98 per SBC/ANS195 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 40 Ib uplift at joint 3 and 180 Ib uplift at joint 2. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. 5) Truss Engineer: Junaidie Budiman, PEN45161 . Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 6) THIS DESIGN CONFORMS WITH FBC 2001, BASED ON PARAMETERS INDICATED. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.33, Plate Increase= 1 .33 Uniform Loads (pit) Vert: 1-2 =-74.0 Trapezoidal Loads (plf) Vert: 2=-2.5-to-3=-52.3, 2=0.0-to-4=-14.1 Bn^ iErE • � `7 tj,� (� e A & STATE E OF toRE4,��`' L August 7,2002 ®WARNING - Ver(jg design parameters and READ NOTES ON ms AND REVERSE WIDE BEFORE USE. ®—® Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and Is for on Individual building component to be — Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bricking of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delNery, erection and bracing, consult CST-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'onofrlo Drive, Madison, WI53719. M iTek® Symbols PLATE LOCATION AND ORIENTATION 1'/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches, Apply plates to both sides of truss and securely seat. *For 4 x 2 orientation, locate plates 1 /8" from outside edge of truss and vertical web, *This symbol indicates the required direction of slots in connector plates. * For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. Numbering System J2 J3 J4 TOP CHORDS ca c� � WEBS J5 O o O CL a+ u V O a 0 ce C7 cv BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40,00 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur, MiTek® PANEL TM CLIP FORM016,019 GANG' NAIL ® HYDRO�1!/R Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other, 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations, 4. Unless otherwise noted, locate chord splices at I/4 panel length(' 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication, 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted, 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13, Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer, 15. Care should be exercised in handling, erection and installation of trusses. © 1993 Mitek Holdings, Inc. M T\ - - - - - - - - - - --- — - ---_----_-_-_---_-____-_ - �_ _ ______ __-=__-_________— S —A 7 M L' IT7 L K K A -- All Ala -- A15 A17 A19 A A — Q _A A Q Lu p tj I -- A J A l o W � I A ` A A A A A — A 14-0-0 BRG. IN ENTRY 14-0-0 CLG. A2 B BG IF r VOLUME CLG.: '=AG2 -------rT A2 - AG1 ----- V_tARNIN'C: ALL BEARING WALLS TO BE PLACED -IJ L 1 PLY HGR. GTICE4 t REVIEW ALL SPAN DIMENSIONS--BRG. WALLS i PRIOR TO SETTING TRUSSES.. '-1, C.: 2 PLY HGR. 1,ENIGNEERED DRANM1NGS--LOADING--PITCH AND OVER/HANGS WALLS SHOWN ARE TO BE BEARNG.. 3 PLY HGR. SIGNED APPROVAL: X JOB NUMBER: DR1965F DATE: 8-6-02 PITCH: D: LOASHINGLES CCU SPAN CUSTOMER: D R HORTON 5' { /H: 12" 407-321-1440 BY: T.H JOB NAME: MODEL 1965 "D" ELEV. BRG: BLOCK