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301 Clydesdale Cir - BR03-002741 (BAKERS CROSSING) (SFR) DOCUMENTSPERMIT ADDRESS CONTRACTOR D R Horton 6250 Hazeltine Nat'l Dr #102 ADDRESS Orlando, FL 32822 407)857-9101 _._ CBC 055300 PHONE NUMBER PROPERTY OWNER ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR( MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR FEE FEE SUBDIVISION An F PERMIT # "2 DATE as _ a d d t cn vn c 0 CERTIFICATE -OF OCCUPANCY / COMPLETION This is to certify that the building located at 301 CLYDESDALE CIR for which permit 03-00002741 has heretofore been issued on 9 03/03 has been completed according to plans and specifications filed in the office of the Buildin Official prior to the issuance of said building permit, to wit as t complies with all the building, plumbing, electric 1, 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 BUILDING: Finaled i (:o'a,.. Q ZONING: Inspected UTILITIES: FIRE: Inspected Water Lines In ffinLgno(i , Sewer Lines In Meter Sewer Set Tap Reclaimed Water ENGINEERING: Drainage Maintenance Bond PUBLIC WORKS: Street Street Paved DATE APPROVAL Name Street Signs Prji ,Q Lights Storm Sewer Driveway _ Street Work FEES PAID DESCRIPTION DATE AMOUNT WATER -SEWER IMPACT FEES 01-APPLCTN FEE -ELECTRIC 01-APPLCTN FEE -ELECTRIC 01-APPLCTN FEE -BUILDING 01-APPLCTN FEE -MECHANIC 01-APPLCTN FEE -PLUMBING 02-ENGNG DEVLPMT FEES 01-FIRE IMPACT - RESIDENT 01-LIBRARY IMPACT FEE 9 17 03 20.00 9/19/03 20.00 9/04/03 10.00 12/02/03 10.00 9/12/03 10.00 9/04/03 10.00 9/04/03 59.27 9/04/03 54.00 i PAGE: 2 CERTIFICATE OF OCCUPANCY / COMPLETION This is to certify that the building located at 301 CLYDESDALE CIR for which permit 03-00002741 has heretofore been issued on 9 03/03 has been completed according to plans and specifications filed in the office of the Building Official prior to the issuance of said building permit, to wit as complies with all the building, plumbing, electrical, zoning and subdivision regulations ordinances of the City of Sanford and with the provisions of these regulations. STAFF APPROVAL Subdivision Regulations Apply: Yes No 01-OPEN SPACE 01-PLAN ALTERATIONS 01-POLICE IMPACT - RESID 01-RADON GAS TAX FEE 01-ROAD IMPACT FEES 01-RECOVERY-FD/CERT. PGM. 01-SCHOOL IMPACT FEE WD IMPACT:SINGLE FAMILY SD IMPACT:SINGLE FAMILY 9/04/03 279.61 10/08/03 35.00 9/04/03 91.93 9/04/03 11.88 9/04/03 847.00 9/04/03 11.89 9/04/03 1384.00 9/04/03 650.00 9/04/03 1700.00 OWNER BUILDING OFFICIAL / DATE CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** DATE: - ,g(:) -O q PERMIT #i b3' a1\1 ADDRESS: C@ CONTRACTOR: PHONE #: The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. ngineerin 2 OFire n ( Public Works 1 Utilities Zoning r1 A OLicensing n ( L CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) CERTIFCATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION SINGLE FAMILY RESIDENCE**** DATE: l - C -0 q PERMIT #i 63' ADDRESS: CONTRACTOR: PHONE #: The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. Engineering / I ublic Works PJ1 /r mo.)u Utilities ElFire n N Zoning r1 A Licensing 0\ CONDITIONS: (TO BE COMPLETED ONLY IF APPROVAL IS CONDITIONAL) 1 I 1 I 1 1 1 CERTIFCATE OF OCCUPANCSUj o REQUEST FOR FINAL INSPECTfON, 1 1 1 SINGLE FAMILY RESIDENCE** a I go DATE: - aC::) -0 q I G1 O PERMIT a 1 y 1 ' I N N W o I I c ( ADDRESS: 6; C n C W C 1 O 1 Co CONTRACTOR: P c o {. `-' rl PHONE #: y(:)`) - 8 3 a - y 8 The building division has prepared a Certificate of Occupancy for the above location and is requesting final inspection by your department. After your inspection, please sign off and date the C. O. or submit addendum if it has been denied or approved with conditions. Your prompt attention will be appreciated. DEngineering DPublic Works DlIt'ilities CONDITIONSl PTO BE CO LETS] Fire R N Zoning r A, Licensing ( APPROVAL IS CONDITIONAL) FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Read the instructions on Daces 1- 7. O.M.B. No. 3067-0077 Expires December 31, 200E SECTION A - PROPERTY OWNER INFORMATION For Insurance Cornparry Use: BUILDING OWNER'S NAME Policy Number D.R. HORTON BUILDING STREET ADDRESS (including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 301 CLYDESDALE CIRCLE CITY STATE ZIP CODE SANFORD FL 32773 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 49, BAKERS CROSSING, PHASE 2 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) RESIDENTIAL LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: 0 GPS (type): W - ##.#W' or ##.####tn NAD 1927 NAD 1983 USGS Quad Map Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 81. NRP COMMUNITY NAME & COMMUNITY NUMBER BZ COUNTY NAME B3. STATE SEMINOLE COUNTY 120289 SEMINOLE FLORIDA B4. MAP AND PANEL B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B5. SUFFIX B6. FIRM INDEX DATE EFFECTIVEIREVISED DATE . B8. FLOOD ZONE(S) Zone AO, use *Ih of tloo ft 1202890045 E 4117195 4/17195 X 24.6 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood loth entered in B9. FIS Profile FIRM Community Determined ® Other (Describe): NEAL HILER ENGINEERING, INC. B11. Indicate the elevation datum used for the BFE in B9: ® NGVD 1929 NAVD 1988 Other (Describe): B12. Is the buildinq 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 Conshdon* ® Finished Constntdion A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1(Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones Al-A30, AE, AH, A (with BFE), VE, V1-V30, V (with BFE), AR, ARIA, AR/AE, AR/A1-A30, ARIAH, 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. C Datum Conversion/Comments Elevation reference mark used _Does the elevation reference mark used appear on the FIRM? Yes ®No o a) Top of bottom floor (including basement or enclosure) 47. 7 ft(m) v o b) Top of next higher floor NIA . k(m) rn m o c) Bottom of lowest horizontal structural member (V zones only) N/A. j.(m) en 1i00 O o d) Attached garage (top of stab) 47. 2 ft(m) w o e) lowest elevation of machinery and/or equipment servicing the building (Describe in a Comments area) o f) lowest adjacent (finished) grade (LAG) 47.4 ft(m) 46.4 ft(m) E z' o g) Highest adjacent (finished) grade (HAG) 46. 9 ft(m) 2 o h) No. of permanent openings (flood vents) within 1 fl. above adjacent grade 0 o ) 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. certify that the information in Sections A, 8, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine. or imprisonment under 18 U. S. Code, Section 1001. CERTIFIERS NAME: WILLIAM R MUSCATELLO, JR LICENSE NUMBER: 4928 TITLE: PROFESSIONAL LAND SURVEYOR & MAPPER COMPANY NAME: AMERICAN SURVEYING & MAPPING, INC. ADDRESS CITY STATE ZIP CODE 320 E. SO ST .1 ORLANDO FL 3=1 SIGNATURE I I I J V DATE TELEPHONE 1/15104 (407) 42&7979 FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A.. For Insurance Company use: BUILDING STREET ADDRESS (Indudug Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO., _ Policy Number 301 CLYDESDALE CIRCLE CITY STATE ZIP CODE Company NAIC Number SANFORD FL 32773 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agentloompany, 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 L• OMR-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 (induding 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 (see page 7), the next higher floor or elevated floor (elevation b) of the building is _ ft(m) _in.(crn) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top of the platform of machinery and/or equipment servicing the building is _ ft.(m) _in.(crn) above or below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? Yes No Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA4ssued or community - issued BFE) or Zone AO must sign here. The statements in Sections A, A G 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 COMMENTS 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 orc inane 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 FEMAmissued or communityassued BFE) or Zone AO. G3. The following information (Items G4-G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED G7. This permit has been issued for. New Construction Substantial Improvement G8. Elevation of as -built lowest floor (induding 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 DA COMMENTS Check here if attachments FEMA Form 81-31, January 2003 Replaces all previous editions PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 49, BAKERS CROSSING PHASE 2, AS RECORDED IN PLAT BOOK 62, PAGES 97-99, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA NOTE: THE FINISHED FLOOR ELEVATION OF THIS STRUCTURE MEETS OR EXCEEDS THE THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A). TRACT A CLYDESDALE CIRCLE GRAPHIC SCALE 50' RIGHT OF WAY O 15 30 PT S89-17.34-E q6 96 501.18' CP CFNIERUNE OF,) 84.88' I 416.30' - % RIGFI T-OF-WAY w r O 1Vja, N Zi S89'17'34"E 50.00' 10' UTILITY .EASEMENT n N CONCRE TE> 3' C/W "':..DRIVEWAY' t. 5.2' i.2' ri 19.7' 20.0' COVERED ENTRY w ONE STORY 0CONCRETEBLOCK O N RESIDENCE O FINISH FLOOR o a Np - OO LOT SO O-47.71 301 CLYDESOALE CIRCLE O LOT 48 O 0 Z N 10.0' LOT 49 ' 4 6------- ___________________ 5' ENVIRONMENTAL CONTROL___ L ILI FENCE IS ; 0.4' E & 0.4' S ; LOT 26 CERTIFIED TO AND FOR THE EXCLUSIVE USE OF: D.R.H. TITLE COMPANY OF FLORIDA INC. FIDELITY NATIONAL TITLE INSURANCE COMPANY OF PENNSYLVANIA CH MORTGAGE COMPANY, I . LTD. NOTE: I. 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 01-14-04, UNLESS OTHERWISE SHOWN. 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120289 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X. AREA OUTSIDE 100 YEAR FLOOD. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS FURNISHED. BEARINGS SHOWN HEREON ARE BASED ON THE NORTH LINE OF LOT 49 AS BEING S89'17'34" E PER PLAT. FIELD DATE:) 10-23-03 REVISED: SCALE: 1 = 30 FEET FOUNDATIONAPPROVEDBY: WRM FINAL 1-14-04 CKB ASM40127 MODEL CHANGE 9-18-03 JML JOB NO. TEVISED DESCRIPTION 8-7-03 JIJ DRAWN BY: LOT PLAN 05/20/03 SOO N89'17'34"W 50.00' LOT 28 WOOD FENCE A47' FENCE IS 0.3' W & 0.4' S LOT 29 I LEGEND BUILDING SETBACK LINE CENTERLINE RIGHT OF WAY LINE 131 4 EXISTING ELEVATION O CONCRETE LB LAND SURVEYING BUSINESS LS LAND SURVEYOR PRM PERMANENT REFERENCE MONUMENT PCP PERMANENT CONTROL POINT P) PER PLAT ' M) MEASURED FNO FOUND C/W CONCRETE WALK S/W SIDECIALK CP CONCRETE PAD CS CONCRETE SLAB C CHORD LENGTH PK PARKER KALON R RADIUS POC POINT OF CURVE AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LBy6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO. FLORIDA 32801- (407) 426-7979 NAIL AND DISCQFNDLB #6393 (01/14/04) FNO 1/2' IRON ROD AND CAP LB #6393 (01/14/04) CNA CORNER NOT ACCESSIBLE 0 DENOTES DELTA ANGLE L DENOTES ARC LENGTH C.B. DENOTES CHORD BEARING PC DENOTES POINT OF CURVATURE PI DENOTES POINT OF INTERSECTION PRC DENOTES POINT OF REVERSE CURVATURE PT DENOTES POINT OF TANGENCY TYP TYPICAL A/C AIR CONDITIONER COW CONCRETE BLOCK WALL RP RADIUS POINT OHU OVERHEAD UTILITY LINE ID IDENTIFICATION POL POINT ON LINE PCC POINT OF COMPOUND CURVE SURVEY, SUBJECT TO THE SURVEYOR'S NOTES CONTAINED HEREON MEETS THE APPLICABLE MINIMUM TECHNICAL STANDARDS" SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 611317-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027, FLORIDA STATUTES. FOR THE i FIRMALA. N WV I WILLIAM R. MUSCATELLO JR. PSM#49 8 DATE S r -.yroc 4 •. ! n,''.....-- i. 'w•r1N.f4;9FORM60OA-2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 1749 Builder: DR HORTON Address: 301 Permitting Office: City, State:< =p R 3Z Permit Number: Owner: -D. V NO¢T603 Jurisdiction Number: Climate Zone: Central I. New construction or existing 2. Single family or multi -family 3. Number of units, if multi -family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft') 7. Glass area & type a. Clear - single pane b. Char - double pane c. Tint/other SHGC - single pane d. Tint/other SHGC - double pane 8. Floor types a. Slab -On -Grade Edge Insulation b. N/A c. N/A 9. Wall types a. Concrete, Int Insul, Exterior b. Frame, Wood, Adjacent c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH: Interior b. N/A New _ 12. Cooling systems Single family _ I a. Central Unit 3 _ b. N/A Yes _ 1760 ft' c. N/A 271.0 ft' _ 13. Heating systems 16.0 ft' _ a. Electric Heat Pump 0.0 fl' _ 0.0 ft' b. N/A Cap: 42.0 kBtu/hr SEER:12.00 _ Cap: 42.0 kBtu/hr _ HSPF:8.50 _ R=0.0, I88.0(p) ft _ c. N/A _ 14. Hot water systems a. Electric Resistance Cap: 50.0 gallons R=3.0, 1010.0 ft' _ EF: 0.86 _ R=11.0, 270.0 ft' _ b. N/A c. Conservation credits _ HR-Heat recovery, Solar DHP-Dedicated heat pump) R=19.0, 1886.0 ft' _ 15. HVAC credits PT, _ CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, Sup. R=6.0, 1.0 ft _ MZ-C-Multizone cooling, MZ-H-Multizone heating) Glass/Floor Area: 0.16 Total as -built points: 23852 PASSTotalbasepoints: 24941 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: Aye DATE: 03.02 I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNERIAGENT: C,ezkz.) 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: o, caE srgT o aII\ 6 L f D E' wo EnergyGaugeO ( Version: FLRCSB v3.2) FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES I18XConditionedXBSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points 18 1760.0 25.78 8167.1 Single, Clear E 1.0 9.0 38.0 59.31 0.99 2239.3 Single, Clear E 1.0 8.0 18.0 59.31 0.99 1054.9 Single, Clear E 1.0 14.3 14.0 59.31 1.00 826.9 Single, Clear S 1.0 6.0 23.0 44.66 0.94 969.6 Single, Clear N 1.0 6.0 16.0 27.96 0.97 435.8 Single, Clear N 1.0 6.0 16.0 27.96 0.97 435.8 Single, Clear W 1.0 11.3 18.0 53.47 1.00 957.9 Single, Clear W 1.0 15.0 16.0 53.47 1.00 852.4 Single, Clear S 10.0 7.8 40.0 44.66 0.53 952.6 Single, Clear W 1.0 13.0 16.0 53.47 1.00 851.9 Double, Clear H 0.0 0.0 16.0 93.50 1.00 1495.9 Single, Clear W 9.0 10.8 40.0 53.47 0.59 1253.4 Single, Clear S 1.0 6.0 16.0 44.66 0.94 674.5 As -Built Total: 287.0_ 13001.2 WALL TYPES Area X BSPM Points Type R-Value Area X SPM Points Adjacent 270.0 0.70 189.0 Concrete, Int Insul, Exterior 3.0 1010.0 1.40 1414.0 Exterior 1010.0 1.90 1919.0 Frame, Wood, Adjacent 11.0 270.0 0.70 189.0 Base Total: 1280.0 2108.0 As -Built Total: 1280.0 1603.0 DOOR TYPES Area X BSPM Points Type Area X SPM Points Adjacent 18.0 1.60 28.8 Adjacent Wood 18.0 2.40 43.2 Exterior 20.0 4.80 96.0 Exterior Insulated 20.0 4.80 96.0 Base Total: 38.0 124.8 As -Built Total: 38.0 139.2 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Attic 1760.0 2.13 3748.8 Under Attic 19.0 1886.0 2.82 X 1.00 5318.5 Base Total: 1760.0 3748.8 As -Built Total: 1886.0 5318.5 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM Points Slab 188.0(p) 31.8 5978.4 Slab -On -Grade Edge Insulation 0.0 188.0(p 31.90 5997.2 Raised 0.0 0.00 0.0 Base Total: 5978.4 As -Built Total: 188.0 5997.2 EnergyGauge® DCA Form 60OA-2001 EnergyGaugeO/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT INFILTRATION Area X BSPM = Points Area X SPM Points 1760.0 14.31 25185.6 1760.0 14.31 25185.6 Summer Base Points: 33355.9 Summer As -Built Points: 39250.3 Total Summer Points X System Multiplier Cooling Points Total X Component Cap Ratio X Duct X System X Multiplier Multiplier DM x DSM x AHU) Credit Multiplier Cooling Points 33355.9 0.4266 14229.6 39250.3 39250.3 1.000 1.00 1.087 x 1.150 x 0.90) 0.284 1.125 0.284 0.950 0.950 11920.9 11920.9 EnergyGaugeT" DCA Form 60OA-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES I18XConditionedXBWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Points 18 1760.0 5.86 1856.4 Single, Clear E 1.0 9.0 38.0 9.96 1.00 380.2 Single, Clear E 1.0 8.0 18.0 9.96 1.01 180.3 Single, Clear E 1.0 14.3 14.0 9.96 1.00 139.9 Single, Clear S 1.0 6.0 23.0 7.73 1.01 179.3 Single, Clear N 1.0 6.0 16.0 12.32 1.00 196.7 Single, Clear N 1.0 6.0 16.0 12.32 1.00 196.7 Single, Clear W 1.0 11.3 18.0 10.74 1.00 193.2 Single, Clear W 1.0 15.0 16.0 10.74 1.00 171.8 Single, Clear S 10.0 7.8 40.0 7.73 2.03 626.3 Single, Clear W 1.0 13.0 16.0 10.74 1.00 171.8 Double, Clear H 0.0 0.0 16.0 4.91 1.00 78.5 Single, Clear W 9.0 10.8 40.0 10.74 1.08 462.4 Single, Clear S 1.0 6.0 16.0 7.73 1.01 124.7 As -Built Total: 287.0 3101.9 WALL TYPES Area X BWPM Points Type R-Value Area X WPM Points Adjacent 270.0 1.80 486.0 Concrete, Int Insul, Exterior 3.0 1010.0 3.80 3838.0 Exterior 1010.0 2.00 2020.0 Frame, Wood, Adjacent 11.0 270.0 1.80 486.0 Base Total: 1280.0 2506.0 As -Built Total: 1280.0 4324.0 DOOR TYPES Area X BWPM Points Type Area X WPM Points Adjacent 18.0 4.00 72.0 Adjacent Wood 18.0 5.90 106.2 Exterior 20.0 5.10 102.0 Exterior Insulated 20.0 5.10 102.0 Base Total: 38.0 174.0 As -Built Total: 38.0 208.2 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points Under Attic 1760.0 0.64 1126.4 Under Attic 19.0 1886.0 0.87 X 1.00 1640.8 Base Total: 1760.0 1126.4 As -Built Total: 1886.0 1640.8 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM Points Slab 188.0(p) 1.9 357.2 Slab -On -Grade Edge Insulation 0.0 188.0(p 2.50 470.0 Raised 0.0 0.00 0.0 Base Total: 357.2 1 As -Built Total: 188.0 470.0 EnergyGauge® DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT INFILTRATION Area X BWPM = Points Area X WPM Points 1760.0 0.28 -492.8 1760.0 0.28 492.8 Winter Base Points: 4812.8 Winter As -Built Points: 9252.1 Total Winter X Points System Multiplier Heating Points Total X Component Cap Ratio X Duct X System X Multiplier Multiplier DM x DSM x AHU) Credit Multiplier Heating Points 4812.8 0.6274 3019.6 9252.1 9252.1 1.000 1.00 1.078 x 1.160 x 0.92) 0.402 1.150 0.402 0.950 0.950 4060.2 4060.2 EnergyGaugeT° DCA Form 60OA-2001 EnergyGauge®/RaRES'2001 FLRCSB v3.2 FORM 60OA-2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE I AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2564.00 7692.0 50.0 0.86 3 1.00 2623.63 1.00 7870.9 As -Built Total: 7870.9 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling Points Heating + Hot Water = Total Points Points Points 14230 3020 7692 24941 1 11921 4060 7871"--.- 2385 2 PASS THE STq O d O a 11; EnergyGaugeT" DCA Form 60OA-2001 EnergyGauge®/FlaRES'2001 FLRCSB v3.2 FORM 60OA-2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/sq.ft. window area; .5 cfm/s .ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from, and is sealed to, the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor, around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier, gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABCA. Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker electric or cutoff (gas) must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 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. EnergyGaugeT" DCA Form 60OA-2001 EnergyGaugeO/FlaRES'2001 FLRCSB v3.2 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.3 The higher the score, the more efficient the home. I. New construction or existing New _ 12. Cooling systems 2. Single family or multi -family Single family _ a. Central Unit 3. Number of units, if multi -family 1 _ 4. Number of Bedrooms 3 _ b. N/A 5. Is this a worst case? Yes _ 6. Conditioned floor area (ft') 1760 ft' c. N/A 7. Glass area & type a. Clear - single pane 271.0 ft' _ 13. Heating systems b. Clear - double pane 16.0 ft' _ a. Electric Heat Pump c. Tint/other SHGC - single pane 0.0 ft' _ d. Tint/other SHGC - double pane 0.0 ft' b. N/A 8. - Floor types a. Slab -On -Grade Edge Insulation R=0.0, 188.0(p) ft _ c. N/A b. N/A c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance a. Concrete, int Insul, Exterior R=3.0, 1010.0 ft' _ b. Frame, Wood, Adjacent R=11.0, 270.0 ft' _ b. N/A c. N/A d. N/A c. Conservation credits e. N/A HR-Heat recovery, Solar 10. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=19.0, 1886.0 ft' _ 15. HVAC credits b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, I. Ducts PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Interior 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) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: 6:b5 Address of New Home: 2O 1 GL V65ML.E Gt RLLC City/FL ZiAkl , R 32=F0 Cap: 42.0 kBtu/hr _ SEER: 12.00 _ Cap: 42.0 kBtu/hr _ HSPF: 8.50 _ Cap: 50.0 gallons _ - EF: 0.86 -_- -- .. ._- PT, _ y yoF qHE ST qTa rl, Con WE 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 EnergyStar"'designation), your home may qualms for energy efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fvec.ucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850/487-1824. EnergyGauge® ( Version: FLRCSB v3.2) RIGHT-J LOAD AND EQUIPMENT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1749 MODEL 10-3-97 109 COMMERCE STREET. LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 For: DR HORTON Notes: Weather: Orlando —AP, FL, US Winter Design Conditions Qutside db 38 OF Inside db 70 OF Design TD 32 OF Heating Summary Building heat loss - '34257 Btuh Ventilation air 0 cfm Ventilation air loss 0 Btuh Design heat load 34257 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 Heating Cooling Area (ft2) 1760 1760 Volume (ft3) 14080 14080 Air changes/hour 0.80 0.40 Equiv. AVF (cfm) 188 94 Heating Equipment Summary Make TRANE Trade Efficiency Heating input Heating output Heating temp rise Actual heating fan Heating air flow factor Space thermostat 7.5 HSPF 0 Btuh @ 47°F 0 OF 0 cfm 0.000 cfm/Btuh Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TD 18 OF Daily range M Relative humidity 55 Moisture difference 37 gr/Ib Sensible Cooling Equipment Load Sizing Structure 29973 Btuh Ventilation 990 Btuh Design temperature swing 3.0 OF Use mfg. data n Rate/swing multiplier 0.98 Total sens. equip. load 30344 Btuh Latent Cooling Equipment Load Sizing Internal gains 1150 Btuh Ventilation 1250 Btuh Infiltration 2351 Btuh Total latent equip. load 4751 Btuh Total equipment load 35095 Btuh Cooling Equipment Summary Make TRANE Trade Efficiency Sensible cooling Latent cooling Total cooling Actual cooling fan Cooling air flow factor Load sensible heat ratio Boldrtalic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. 10.2 EER 29050 Btuh 12450 Btuh 41500 Btuh 1383 cfm 0.046 cfm/Btuh 87 % wr1ghtsoft RigMSuite Residential" 5.0.64 RSR26016 2002-Mar-01 10:21:37 QGCA E:\Files\DR HORTON 2002\1749\1749.rsr Page 1 RIGHT-J CALCULATION PROCEDURES A, B, C, D C I Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: 1749 MODEL 10-3-97 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.80 ach x 14080 ft3 x 0.0167 = 188 cfm 2. Winter infiltration load 1.1 x 188 cfm x 32 °F Winter TD = 6621 Btuh 3. Winter infiltration HTM 6621 Btuh / 325 ft2 Total window = 20.4 Btuh/ft2 and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 14080 ft3 x 0.0167 = 94 cfm 2. Summer infiltration load 1.1 x 94 cfm x 18 °F Summer TD = 1862 Btuh 3. Summer infiltration HTM 1862 Btuh / 325 ft2 Total window = 5.7 Btuh/ft2 and door area Procedure C - Latent Infiltration Gain 0.68— x 37 gr/Ib rrioist.diff. x 94 cfm = 2351 Btuh vroceaure u - tquipment 5izing t_oaas 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) + 29973 Btuh Sum of ventilation and structure loads = 30963 Btuh Rating and temperature swing multiplier x Equipment sizing load = 0.98 30344sensible Btuh 2. Latent sizing load Latent ventilation load 0.68 x 50 cfm vent. x 37 gr/Ib moist.diff. = 1250 Btuh Internal loads = 230 Btuh x 5 people + 1150 Btuh Infiltration load from Procedure C + 2351 Btuh Equipment sizing load - latent = 4751 Btuh Construction Quality is: a No. of Fireplaces is: 0 Boldrtalic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrj0 htsoft RigM-Suite Residernial- 5.0.64 RSR26016 2002-Mar-01 10:21:37 ACC% E:1FilesM)R HORTON 2002\174911749.rsr Page 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R 109 COMMERCE STREET, LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 Job: 1749 MODEL 10- 3-S7 MANUAL J: /tn to. 1 Name of room Entire House LIV/DIN LDY BTH2 2 Length of exposed wall 188.0 ft 58.0 ft 6.0 ft 5.0 ft 3 Room dimensions 19. 0 x 24.0 ft 7.0 x 9.0 ft 6.0 x 9.0 ft 4 Ceiings Condit. Option 8.0 it heaUcdol d 8.0 It heat/cool 8.0 ft heat/cool 8.0 ft heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Load (Stuh) Area Load (Btuh) EXPOSURE NO. Htg Clg ft') Htg Clg ft') Htg Clg ft') Htg I Cig ft') Htg Clg 5 Gross a 14B 4.6 2.1 1290 344 0 »" 0 Exposed b 13C 3. 2 1.2 288 120 48 40 wails and c 0. 0 0.0 0 partitions d 0.0 0.0 0 0 0 0 e 0.0 0. 0 0 0 0 0 f 0.0 0. 0 0 0 0 0 1 1 6 Windows anda 1C 37.0 173 6394 93 3437 0 0 0 0 glass doors b 8C 37.0 80 2957 0 0 0 0 0 0 Heating c 1C 37. 0 0 0 0 0 0 0 0 0- d 9C 38.7 18 697 0 0 0 0 0 0 e 7L 20.8 16 M 0 0 0 0 0 0 7 Windows and North 20.4 4 82 0 0 0'»• 0 0 0 glass doors NE/NW 42.5 169 7188 23 1435 0 0 0 0 Cooling E/W 0. 0 0 0 0'»• 0 0 0 0 0 SE/SW 56.9 98 5572 70 4246 0 0 0 0 South 0.0 0 0 0'»' 0 0•»' 0 0 0 Horz 142 16 2275 0 0 0 0 0 0 8 Other doors a 10D 14.7 9.9 18 265 179 0 0 0 18 265 179 01 0 0 b 11A 18.9 12.7 20 378 255 20 378 255 0 0 0 0 0 0 c 0.0 0. 0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 21 M 4 4603 2057 231 1064 476 0 0 0 0 0 0 exposed b 13C 3. 2 1.2. 270 851• 3.16. 120 378 140 30 95 35 40 126 47 walls and c 0. 0 0.0 0 0 0- 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0. 0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0. 0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 1886 3172 4163 572 970 1273 63 107 140 54 92 120 b 0.0 0. 0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0. 0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0. 0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0. 0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0. 0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 188 4873 0 58 1503 0 6 156 0 5 130 0 Note: room b 0. 0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0. 0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0. 0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 20. 4 5.7 325 6621 1862 113 2302 647 18 367 103 0 0 0 13 Subtotal loss=6+ 8..+11+12 31143 10033 989 347 Less external heating 0 0 0 0 Less transfer 0 0 0 0 14 Duct loss 10 3114 10 1003 10° 99 10 35 15 Total loss = 13+ 14 34257 11036 1087 382 16 Int. gains: People Q 300 5 1500 1 300 0 0 0 0 Appl. Q 1200 2 1800 0 0 1 600 0 0 17 Subtot RSH gain= 7+8..+12+16 27248 8773 1057 167 Less external coding 0 0 0 0 Less transfer 0 0 0 0 18 Duct gain 10 2725 10 877 10% 106 10° 17 19 Total RSH gain=( 17+18)'PLF 1.00 29973 1.00 9650 1.00 1163 1.00 184 20 Air required (dm) 0 1383 0 445 0 54 0 8 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. Right -Suite Residential^' 5. 0.64 RSR26016 2002-Mar-01 10:21:37 ACCA E:1Files\DR HORTON 2002\1749\1749.rsr Page 1 RIGHT-J WORKSHEET 1 Entire House DEL AIR HEATING,AIR CONDITIONING,R 109 COMMERCE STREET, LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 Job: 1749 MODEL 10-3-97 MANUAL J: Ilh td. 1 Name of room BR3 BR2 MBTH MBR 2 Length of exposed wall 23.0 ft 11.0 ft 25.0 ft 27.0 It 3 Room dimensions 11.0 x 13.0 ft 14.0 x 13.0 ft 11.0 x 15.0 ft 18.0 x 13.0 ft 4 Ceiings Condit. Option 8.0 ft heat/cool 8.0 ft heat/cool 8.0 ft Iheat/cool 8.0 fti heat/cool TYPE OF CS7 HTM Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) Area Load (Btuh) EXPOSURE NO. Htg Clg W) Htg Clg ft') Htg I Clg ft') Htg I Clg it') Htg Clg 5 Gross a 148 4.6 2.1 104 88 200 290 Exposed b 13C 3.2 1.2 80 0 0 •••• 0 walls and c 0.0 0.0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 e 0.0 0.0 0 0 0 0 f 0.0 0.0 0 0 0 0 6 Windows and a 1C 37.0 16 591 16 591 0 0 32 1183 glass doors b 8C 37.0 0 0 0 0 0 0 40 1478 Heating c 1C 37.0 0 0- 0 0 0 0- 0 0 d 9C 38.7 0 0 0 0 18 697 0 0 e 7L 20.8 0 0'»' 0 0 0 0- 0 0 f 0.0 0 0- 0 0 0 0 0 0 7 Windows and North 20.4 2 41 2 41 0 0 0 0 glass doors NE/NW 42.5 0 0 0 0 18 709 72 2837 Cooling E/W 0.0 0 0 0 0 0 0 0 0 SE/SW 56.9 14 663 14 663 0 0 0 0 South 0.0 0 0 0 0 0 0 0 0 Horz 142 0 0 0'»• 0 0 0 0 0 8 Other doors a 10D 4.7 9.9 0 0 0 0 0 0 0 0 0 0 0 0 b 11A 18.9 12.7 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 88 40& 1 332 148 182 839 375 218 1005 449 exposed b 13C 3.2 1.2 80 252: 94 0- 0 0 0 0 0 0 0 0 walls and c 0.0 0.0 0- 0- 0 0 0- 0 0 0 0 0 0 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 2.2 143 243 318 182 309 405 165 280 367 234 397 521 b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 23 596 0 11 285 0 25 648 0 27 700 0 Note: room b 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 20.4 5.7 16 326 92 16 326 92 18 367 103 72 14671 413 13 Subtotal loss=6+8..+11+12 2414 1843 2830 6229 Less external heating 0 0 0 0 Less transfer 0 0 0 0 14 Duct loss 101A 241 10 9A 184 100/ 283 10 OA 623 15 Total loss = 13+14 2655 2027 3113 6852 16 Int. gains: People Q 300 0 0 0 0 0 0 2 600 Appl. Q 1200 0 0 0 0 0 0 0•"' 0 17 Subtot RSH gain=7+8..+12+16 1389 1349 1554 4819 Less external cooling 0 0 0 0 Less transfer 0 0 0 0 18 Duct gain 10° 139 10'Y 135 10°/ 155 100 482 19 Total RSH gain=(17+18)•PLF 1.00 1528 1.00 1484 1.00 1710 1.00 5301 20 Air required (cfm) 0 71 0 68 0 79 0 245 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr8gh1tsOft Right -Suite Residential* 5.0.64RSR26016 2002-Mar-0110:21:37 ACCC. E:TilesM)R HORTON 200211749%1749.rsr Page 2 RIGHT-J WORKSHEET s H Entire House DEL AIR HEATING,AIR CONDITIONING,R 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Job: 1749 MODEL 10-3-97 MANUAL J: /th Ld. 1 Name of room FAM KIT 2 Length of exposed wall 0.0 ft 33.0 It 3 Room dimensions 13.0 x 17.0 ft 12.0 x 21.0 It 4 Ceiings Condit. Option 8.0 ft heat/cool 8.0 ft heat/cool TYPE OF CST HTM Area Load (Btuh) Area Load (Btuh) Area Area EXPOSURE NO. Htg Clg ft') Htg Clg ft') Htg Clg Htg Clg Htg Clg 5 Gross a 14B 4.6 2.1 0 264 Exposed b 13C 3.2 1.2 0 0 walls and c 0.0 0.0 0 0 partitions d 0.0 0.0 0 0 e 0.0 0.0 0 0 If0.0 0.0 0 0 I - 6 Windows and a 1C 37.0 0 0 16 591 glass doors b 8C 37.0 0 0 40 1478 Heating c 1C 37.0 0 0 0 0 d 9C 38.7 0 0 0 0 e 7L 20.8 16 333 0 0 f 0.0 0 0 0 0 7 Windows and North 20.4 0 0 0 0 glass doors NE/NW 42.5 0 0 56 2206 Cooling ENV 0.0 0 0 0 0 SE/SW 56.9 0 0 0 0 South 0.0 0 0 0 0 Horz 142 16 2275 0 0 8 Other doors a 10D 14.7 9.9 0 0 0 0 0 0 b 11A 18.9 12.7 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 0 0 0 208 958 428 exposed b 13C 3.2 1.2 0 0 0 0 0 0 walls and c 0.0 0.0 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 If 0.0 0.0 0 0 0 0 0 0 10 Ceilings a 16D 1.7 2.2 221 348 456 252 427 561 b 0.0 0.0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 of 0.0 0.0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 0 0 0 33 855 0 Note: room b 0.0 0.0 0 0 0 0 0 0 perimeter c 0.0 0.0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 12 Infiltration a 1 20.4 5.7 16 326 92 561 1141 321 13 Subtotal loss=6+8..+11+12 1006 5452 Less external heating 0 0 Less transfer 0 0 14 Duct loss 10° 101 10°/ 545 15 Total loss = 13+14 1107 5997 16 Int. gains: People @ 300 2 600 0 0 Appl. @ 1200 0 0 1 1200 17 Subtot RSH gain=7+8..+12+16 3423 4717 Less external cooling 0 0 Less transfer 0 0 18 Ductgain 10 *A 342 10% 472 19 Total RSH gain=(17+18)•PLF 1.00 3766 1.00 5188 20 Air required (cfm) 0 174 0 239 I Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wrtfghtSOf'C Right -Suite ResidentialT" 5.0.64 RSR26016 2002-Mar-01 10:21:37 AC A' E:tFiles\DR HORTON 2002\1749%1749.rsr Page 3 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job: 1749 MODEL 10-3-97 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 W S D W G L S S O N A S O O W C W S N K I A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R LIV/DIN a n sw a c n 0 d 1 1 90 1.0 1.0 3.0 6.0 47.4 38.0 0.0 a n sw a C n 0 n 1 1 90 1.0 1.0 5.0 3.0 76.4 18.0 0.0 a n sw a c n 0 n 1 1 90 1.0 1.0 7.5 6.8 76.4 14.0 0.0 a n nw a c n 0 n 1 1 90 1.0 1.0 1.0 5.0 62.4 23.0 0.0 LDY BTH2 BR3 a n se a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 16.0 2.0 BR2 a n se a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 16.0 2.0 M BTH d n ne a C n 0 d 1 1 90 1.0 1.0 4.5 6.8 39.4 18.0 0.0 MBR a n ne a c n 0 d 1 1 90 1.0 1.0 10.0 5.0 39.4 16.0 0.0 a n ne a C n 0 d 1 1 90 1.0 1.0 8.0 5.0 39.4 16.0 0.0 b n nw a c n 0 d 1 1 90 1.0 10.0 1.0 6.8 39.4 40.0 0.0 FAM e y S a C y 0 n 0 2 0 1.0 0.0 0.0 1.0 142 16.0 0.0 KIT a n nw a C n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 16.0 0.0 b n ne a c n 0 d 1 1 90 1.0 9.0 4.0 8.0 39.4 40.0 0.0 wrightsoft Right -Suite Residential"' 5.0.64 RSR26016 2002-Mar-01 10:21:37 CA E:\Files\DR HORTON 2002\1 749\1 749.rsr Page 1 Must have a ninin 3' both duct to roof caprr' t 10./,ion I r IOx6 l.cd 12x12 25o 4I to II41 ra0 1- 1 6' IOx6 I.cd 60 ILL 9/ n 12.12 l.cd 14' 1040 ra0 IIxB 21Cd 1 dryer duct 165 7• IOx10 rap I 0 to roof cop 7• Ix14 rap F i._. I.)* v m a 8' n x v, N m 6' xnx 14X8 I.cd m 1• I ll 215 T bo h duct to roof cap ion 8• scale •1/8'•1'0' 18xl3 pen 11x8 l.cd 3.5 ton ./54. e240v Iph 215 platfor^ by bid, once of 4 Inches oround the air handle r the State Er PAD 42X42 A/C SLAB BY BLDR MIN 2' FROM WALL A11 duct has an r•6 Insulation value. na, 0 Cv I v lz V- - Q FRI Z m V O N O N O O CLI O p o 0 Z O U GN O p\ 00 U CC N Q O j- N m LLJ • • > Z z o iL 3 J O 5 Q mCL. J(n00 MiTek' February 12, 2003 MiTek Industries Inc. 16472 Segovia Circle North Pembroke Pines, FL 33331-4627 USA Fax (954) 680 4395 The truss drawings referenced below, have been prepared under my direct supervision based on the parameters provided by Accu-Span Truss Company using MiTek 20/20 software. Pages or sheets covered by this seal : I4277162 thru I4277179. Total : 18 drawings. Job DR1749A Builder D.R. HORTON Location BAKERS CROSSING, LOT 249 County SEMINOLE Truss Engineer :Junaidie Budiman, PE # 45161. Address :16472 Segovia Circle North Pembroke Pines, FL 33331-4627. This serves as the cover sheet in conformance to Chapter 61G15-31 Section 003 of the Florida Board of Professional Regulation. This package include: 1) 18 Truss drawing. 2) Truss Index. 400-1r— , February 12, 2003 Junaidie Budiman, PE The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of building designer, per ANSI/TPI 1-1995 Sec.2. TRUSS INDEX OF JOB DR1749A Trusses included=18 0,"\DR1749A\a.tre" 14277162 1,"\DR1749A\aI1Are" 14277163 2,"\DR1749A\a13.tre" 14277164 3,"\DR1749A\a15.tre" 14277165 4,"\DR1749A\a17.tre" 14277166 5,"\DR1749A\a19.tre" 14277167 6,"\DR1749A\a7.tre" 14277168 7,"\DR1749A\a9Are" 14277169 8,"\DR1749A\agab.tre" 14277170 9,"\DR1749A\c.tre" 14277171 10,"\DR1749A\cgab.tre" 14277172 11,"\DR1749A\d.tre" 14277173 12,"\DR1749A\dgab.tre" 14277174 13,"\DR1749A\ Are" 1 4277175 14,"\DR1749A\k.tre" 14277176 15,nDR1749AU.tre" 14277177 16,"\DR1749A\m.tre" 14277178 17,"\DR1749A\s.tre" 14277179 December 19, 2002 A WARNDYO - VerW design painarneters and READ NOTES ON THIS AND REVERSE SWE BEFORE USE. Design valid for use only with MITek connectors. This design b based only upon parameters shown, and is for an Individual building component to be Installed and boded vertically. Applicability of design potametets and proper Incorporation of component Is iesponslbilty 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 tesponslblIlly of the erector. Additional permanent bibcing of the overall structure is the responsibility of the building designer. for general guidance tegaiding fabrication, qualtty conlrol. storage, depveiy, erection and bracing, consult CST -BB Quality Standard, DSB-89 Bracing Specification. and HIB-91 Handllna Installlnq and Bracing Recommendation available Isom Truss Plate Institute. 583 D'Onoftb DrNts, Madison, WI5371V. see M 10 MiTeke 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„ ,A,. 0 Q 0 For 4 x 2 orientation, locate X plates 1/8" from outside edge of otrussandverticalweb. 10 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. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWESTJOINT 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 CQ: mi! 0 MiTek• AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at I14 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. T~ PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 16. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM01 B4O1 V NMRO-AIR Job Truss Truss Type Oty Ply HORTON 14277162 DR1749A A ROOF TRUSS 18 1 optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Thu Dec 19 16:58:20 2002 Page i1-0-Q 7-0-9 13-5-4 19-10-0 26-2.12 32-7-7 39-8-0 40-8-p 1-0-0 7-0-9 64-12 6-4-12 6-4-12 6-4-12 7-0-9 1-0-0 Scale • 1:67.2 54 5 5,00 12 3x4 3.4 C 4 6 54 3 7 2 8 e aad 1 la 3.8 = 14 13 12 11 10 3x8 = 3.4 = 34 = 3x8 = 3.6 = 3.4 = 10-2-14 19-10-0 29-5-2 39-8-0 10-2-14 9-7-2 9-7-2 10-2-14 Plate Offsets X Y):(2:0-4-2,0-1-81,(3:0-3-0,0-3-01,(7:0-3-0,0-3-01,8:0-4-2 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deFl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.73 Vert(LL) 0.28 12 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.90 Vert(TL) -0.61 10-12 >764 BCLL 0.0 Rep Stress Incr YES WB 0.74 Horz(TL) 0.16 8 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/defl = 360 Weight: 194 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-8-13 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=1936/0-8-0, 8=1936/0-8-0 Max Horz2=222(load case 4) Max Uplift2=-1009(load case 4), 8=-1009(load case 5) 1 FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3676, 3-4=-3316, 4-5=-2334, 5-6=-2334, 6-7=-3316, 7-8=-3677, 8-9=14 BOT CHORD 2-14=3362, 13-14=2795, 12-13=2795, 11-12=2795, 10-11=2795, 8-10=3362 WEBS 3-14=-406, 4-14=538, 4-12=-855, 5-12=1322, 6-12=-855, 6-10=538, 7-10=-406 NOTES (4) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1009 lb uplift at joint 2 and 1009 lb uplift at joint 8. p ` 4) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331.` QLOADCASE(S) Standard ' .•'l/'/ N0. 4.5161 L1` STATE OF ._ v rc ss e,o '.o, L WARNING - verify design parrmneters and READ NOTES ON TRIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MRek connectors. This design is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure slablilty during construction is the responsibility of the erector. Additional permanent bracing of the overall structure h 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 Spectficatlon, and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onoflb Drive, Madison, WI 53719. MiTek® Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 44 t3/1. *Center plate on joint unless - Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2, Cut members to bear tightly against each a c other. Q WEBS JS 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i , ; ; Q O joint and embed fully. Avoid knots and wane at joint locations. plates/a" from outside edge of a truss and vertical web. a o 4. Unless otherwise noted, locate chordsplices at I/4 length(+ 6" from uC, panel adjacent joint.) BOTTOM CHORDS Thissymbolindicatesthe5. Unless otherwise noted, moisture content of required direction of slots in Jt JB J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MiTek/ Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/ DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, CLIP TM PANEL erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM016, 019 HYDAWC.A/R ® t Job Truss Truss Type aty Ply HORTON 14277163 DR1749A All ROOF TRUSS 1 1 optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Thu Dec 19 16:58:20 2002 Page i1-0-0 5-9-14 11-0-0 16-10-11 22-9-5 28-8-0 33.10-2 39-8-0 40-8-p 1-0-0 5-9-14 5-2-2 5-10-11 5-10-11 5-10-11 5-2-2 5-9-14 1-0-0 Scale • 1,68.1 Sx6 = 2x4 II 516 = Sd = 4 5 6 7 5.00 12 2.4 2.4 3 8Z2 9 _ 1 aad 1 3x8 = 16 15 14 13 12 11 3.8 = 3.4 = 3's = 3x8 = 3x4 = 3x6 = 3x4 = 8-3-14 16-10-11 22-9-5 31-4-2 39-8-0 8-3-14 8-6-13 5-10-11 8-6-13 8-3-14 Plate Offsets X Y):f2:0-4-2,0-1-8),f4:0-3-0,0-2-4),f6:0-3-0,0-3-0) f7:0-3-0,0-2-41f9:0-4-2 0-1-81 LOADING ( psf) SPACING 2-0-0 CST DEFL in (loc) Well PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.78 Vert(LL) 0.38 14 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.84 Vert(TL) -0.60 14-16 >783 BCLL 0.0 Rep Stress Incr YES WB 0.50 Horz(TL) 0.17 9 n/a BCDL 10.0 Code FBC2001 1st LC LL Min Well = 360 Weight: 194 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-7-3 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-7-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS ( lb/size) 2=1936/0-8-0, 9=1936/0-8-0 Max Horz2=-134(load case 5) Max Uplift2=-954(load case 2), 9=-954(load case 3) FORCES ( lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3797, 3-4=-3521, 4-5=-3773, 5-6=-3773, 6-7=-3767, 7-8=-3521, 8-9=-3797, 9-10=14 BOT CHORD 2-16=3465, 15-16=3039, 14-15=3039, 13-14=3780, 12-13=3039, 11-12=3039, 9-11=3465 WEBS 3-16=-292, 4-16=420, 4-14=934, 5-14=-426, 6-14=-9, 6-13=-427, 7-13=925, 7-11=420, 8-11=-292 NOTES ( 5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 954 lb uplift at joint 2 and 954 lb uplift at joint p / 9. 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331.`V A rIQ4LOADCASE(S) J Standard ,•'`Q I t : No. 4 5161 ,t O : SPATE OF OR 10+''' r. arrr s ANAL AWARMNO - Verj fy design parameters and READ NOTES ON TRIS AND REVERSE SIDE BEFORE USE. Design valid lot use only with Mfiek connectors. This design is based only upon parametets shown, and is for an Individual building component to be Installed and loaded vertlaally. Applicability of design patameten and proper Incotpotatlan of component is responsibility of building designer - not truss designer. Brocing shown is lot lateral support of Individual web members only. Additional temporary btoclng to Insure stability during construction is the tesponslbllity of the erector. Additional permanent bracing of the ovetall structure is the responsibility of the building designer. Fat general guidance tegarding lobrkatlan, quality control storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 Handling Installlna and Bracing Recommendation available from Pla te ateInstitute, 593 D'Onoftla Otive, Madison, WI53719. MiTek® Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. *Center plate on joint unless Damage Or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. a J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each c2 23- other, Q WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o - , , ; Q 0 O joint and embed fully. Avoid knots and wane at joint locations. plates from outside edge of a y v truss andd vertical web. 10 a o 4. Unless lices Iotherwise noted, locate chord at panel length(+ 6" from adjacent joint.) BOTTOM CHORDS Thissymbolindicatesthe5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7. Camber is a non-structural consideration and MITek/ Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 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 BEARINGothers unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. Mi! 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, Q CLIP PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM016. 019 anNo-wut ® IfMRO,AIR ® f. Job Truss Truss Type Oty Ply HORTON 14277164 DR1749A A13 ROOF TRUSS 1 1 optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Thu Dec 19 16:58:21 2002 Page i1-0-0 6-9-14 , 13-0-0 17-6-11 22-1-5 1 26-8-0 32-10-2 39-8-0 40-8-p 1-0-0 6-9-14 6-2-2 4-6-11 4-6-11 4.6-11 6-2-2 6-9-14 1-0-0 Scale • 1,68,1 5's = 3x4 = 3x4 4 5 6 7 Soft 12 3.4 i 3.4 3 8 d, 2 9 1 1 dyy 3x8 = 15 14 13 12 11 3x8 = 2x4 II 5x8 = 3.4 = 5.8 = 2x4 II 6-9-14 1 13-0-0 19-10-0 26-8-0 32-10-2 39-8-0i 6-9-14 6-2-2 6-10-0 6-10-0 6-2-2 6-9-14 Plate Offsets X Y :[2:0-4-2,0-1-81,14:0-3-0,0-2-4[,[7:0-3-0,0-2-41 [9:04-2,0-1-81,[12:0-2-12,0- , 14:0-2-12 0-3-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.71 Vert(LL) 0.32 13 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.72 Vert(TL) -0.51 13-14 >923 BCLL 0.0 Rep Stress Incr YES WB 0.59 Horz(TL) 0.18 9 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min I/defl = 360 Weight: 204 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-9-7 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-1-8 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=1936/0-8-0, 9=1936/0-8-0 Max Horz2=-154(load case 5) Max Uplift2=-925(load case 4), 9=-925(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3771, 3-4=-3114, 4-5=-2874, 5-6=-3237, 6-7=-2874, 7-8=-3114, 8-9=-3771, 9-10=14 BOT CHORD 2-15=3448, 14-15=3448, 13-14=3209, 12-13=3209, 11-12=3448, 9-11=3448 WEBS 3-15=127, 3-14=-634, 4-14=799, 5-14=-523, 5-13=74, 6-13=74, 6-12=-523, 7-12=799, 8-12=-634, 8-11=127 NOTES (5) 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 925 lb uplift at joint 2 and 925 lb uplift at joint i 9. 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. / LOAD CASE(S) Standard '4i "- Q i No, 4 5161 ,r aOSTATEOF S` Q R l0?'*''' o vaL W.4RNINO - Veil design parameters and READ NOTES ON TB7S 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 responslbUtly of building designer - not truss designer. Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bfbcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quallty control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and NIB-91 MiTek® Handling Instolllna and Bracing Recommendation available from Truss Plate Institute, 5B3 D'Onohlo Drive. Madison, WI53719. Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/1 *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each other. O WEBS J5 Q 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o , ; , ; Q o_ joint and embed fully. Avoid knots and wane at joint locations. plates I/s"from outside edge of a y truss and vertical web. a o 4. Unless otherwise noted, locate chordsplices at I14 length(+ 6" from paneladjacent joint.) BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of direction of slots in J8 J7 J6 Arequiredlumbershallnotexceed19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MtTek/ Gang-Nall Jolnt/Plate Placement Chart. FARTHESTTOTHE LEFT. is the responsibility PtYof truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/ DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, IJ CLIP TM PANEL erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM016. 019 MMRO,AIR ® i Job Truss Truss Type Oty Ply HORTON 14277165 DR1749A A15 ROOFTRUSS 1 1 optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Thu Dec 19 16:58:21 2002 Page 11-0-Q 7.9.14 15-0-0 19-10-0 24-8-0 31-10-2 39-8-0 40.8-p1 1-0-0 7-9-14 7-2-2 4-1D-0 4-10-0 7-2-2 7-9-14 1-0-0 Scale - I:K1 5's = 500 F2 3.4= 5.6= 4 5 6 5.6 5 3 7 2 8 1 6 d isMgt Jx8 = 13 12 11 10 3.8 = 2.411 5.8 = 5.8 = 2.411 r 7-9-14 15-0-0 24-8-0 31-10-2 39-8-0 rr , 7-9-14 7-2-2 9.8-0 7-2-2 7-9-14 Plate Offsets X Y :f2:0-4-2,0-1-81,13:0-3-0,0-3-41,(4:0-3-0,0-2-41,f6:0-3-0,0-2-41,f7:0-3-0,0-3-4j f8:0-4-2,0-1-8),f11:0-4-0,0-3-0) 12:0-4-00-3-0 LOADING ( psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.88 Vert(LL) 0.27 12 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.83 Vert(TL) -0.62 11-12 >758 BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(TL) 0.17 8 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min Vdefl = 360 Weight: 197 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D 'Except' TOP CHORD Sheathed. 1- 3 2 X 4 SYP No.t D, 7-9 2 X 4 SYP No.1 D BOT CHORD Rigid ceiling directly applied or 4-11-3 oc bracing. BOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 REACTIONS ( lb/size) 2=1936/0-8-0, 8=1936/0-8-0 Max Horz2=-174(load case 5) Max Uplift2=-953(load case 4), 8=-953(load case 5) FORCES ( lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3673, 3-4=-2887, 4-5=-2669, 5-6=-2669, 6-7=-2887, 7-8=-3673, 8-9=14 BOT CHORD 2-13=3363, 12-13=3359, 11-12=2803, 10-11=3359, 8-10=3363 WEBS 3-13=147, 3-12=-767, 4-12=668, 5-12=-220, 5-11=-220, 6-11=668, 7-11=-767, 7-10=147 NOTES ( 5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 953 lb uplift at joint 2 and 953 lb uplift at joint`9 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. :`P G • LOAD CASE(S) Standard tf, No. 4.5161 a STATE s.'" 400-0.906 0 R l0''1'' L AWARMNO - Ver(N design parla+neters and READ /VOTES ON TBIS AND REVERSE SME BEFORE USE. Design valid for use only with MITek connectors. this design b based only upon parameters shown, and Is for an Individual building component to be Instolied and loaded vertically. ApplicablBty 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 It the responslblllty of the erector. Additional permanent bracing of the overall structure Is the responslbBlty of the bullding designer. for general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consull QST-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 Handling Installlnq and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrlo Drive, Madison, WI53719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1'i4 *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 securely seat. building designer, erection supervisor, property Ye J2 J3 J4 TOP CHORDS owner and all other interested parties.. c2 c 2. Cut members to bear tightly against each other. WEBS J5 3. Place plates on each face of truss at each For For 4 x 2 orientation, locate O joint and embed fully. Avoid knots and wane at ibint locations. plates from outside edge of truss andd vertical web. 10 a 4. Unless otherwise noted, locate chords licesP I/4caC, o at panel length(+ 6" from adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 . perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 BEARING Indicates location of joints at which bearings (supports) occur. FORM018,019 WISC/DILHR 870040-N, 930013-N, 910080-N Im! 0 MiTeke Z.® MMRO,A/R 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, TM erection and installation of trusses. PANEL CLIP © 1993 Mffek Holdings, Inc. Jbb Truss Truss Type Oty Ply HORTON 14277166 DR1749A A17 ROOF TRUSS 1 1 optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Thu Dec 19 16:58:22 2002 Page 11-0-p 6-1-3 11-6-10 , 17-0-0 , 22-8-0 , 28-1-6 1 33-6-13 39-8-0 40-8-p 1-0-0 6-1-3 5-5-6 5-5-6 5-8-0 5-5-6 5-5-6 6-1-3 1-0-0 scare • 1:68.1 Sd = 5.8 = 5 8 3.4 3.4 4 7 5.8 SIB-- _ 5,o0 12 J1 3 8 2 B 1 156yy 3.8 = 16 15 14 13 12 11 3. = 3.4= US 3.8= U4= 34 3.4= 8-9-14 17-0-0 22-8-0 30-10-2 39-8-0 8-9-14 B-2-2 5-8-0 8-2-2 8-9-14 Plate Offsets X Y : i2:0-4-2,0-1-81,i3:0-3-0,0-3-01,f5:0-3-0,0-2-41,i6:0-5-12,0-2-81 18:0-3-0,0-3-01, 9:0-4-2 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.67 Vert(LL) -0.27 13 >999 MII20 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.82 Vert(TL) -0.51 11-13 >924 BCLL 0.0 Rep Stress Incr YES WB 0.71 Horz(TL) 0.16 9 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/dell = 360 Weight: 206 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-3 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-7-8 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 6-14 REACTIONS (lb/size) 2=1936/0-8-0, 9=1936/0-8-0 Max Horz2=-194(load case 5) Max Uplift2=-978(load case 4), 9=-978(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3768, 3-4=-3474, 4-5=-2650, 5-6=-2457, 6-7=-2650, 7-8=-3474, 8-9=-3768, 9-10=14 BOT CHORD 2-16=3440, 15-16=2991, 14-15=2991, 13-14=2457, 12-13=2991, 11-12=2991, 9-11=3440 WEBS 3-16=-317, 4-16=439, 4-14=-723, 5-14=610, 6-14=0, 6-13=610, 7-13=-723, 7-11=439, 8-11=-317 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 978 lb uplift at joint 2 and 978 Ib uplift at joint p 9. iF- 13 Q/ 5) Truss Engineer: Junaidie Budiman, PEtt45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) •'yLP ` 1C'4 Standard No. 4.5161 O : STATE OF = A WARNFNG - VerW design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid tot use only with Milek connectors. This design is based only upon parameters shown, and h for an Individual building component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component is responsiblity 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 bNcing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onolrio Drive, Madison, W 163719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 01 re-t'i. *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply l . Provide copies of this truss design to the plates to both sides of truss and securely seat. building designer, erection supervisor, property J2 J3 J4 TOP CHORDS owner and all other interested parties.. a c 2. Cut members to bear tightly against each other. Q WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o Q O joirTt and embed fully. Avoid knots and wane at joint locations. plates/ e" from outside edge of a v truss and vertical web. a 4. Unless otherwise noted, locate chords laces PI/ 4 ceC, C' o at panel length(+ 6" from adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19 % at time of. connector plates. fabrication. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MRek/ Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/ DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. Uip MiTeke co TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018. 019 NMRO,A/R Job Truss Truss Type Oty Ply HORTON 14277167 DR1749A A19 ROOF TRUSS 1 1 optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Thu Dec 19 16:58:22 2002 Page i1-0-0 6-9-3 1 12-10-10 19-0-0 20-8-0 26-9-6 32-10-13 39-8-0 40.8-p 1-0-0 6-9-3 6-1-6 6-1-6 1-8-0 6-1-6 6-1-6 6-9-3 1-0-0 Scalp • 1;68,1 SrG = 5 6 5,00 12 3.4 3.4 4 r Sx6 % Sx6 3 6 2 6 d1 3.6 = 16 15 14 13 12 11 30 = 3.4= 3A= 3.4= 3.4= 3's 56= 9-9-14 19-0-0 20-8-0 29-10-2 39-8-0 9-9-14 9-2-2 1-8-0 9-2-2 9-9-14 Plate Offsets (X,YL[2:0-4-2 0-1-8) [3:0-3-0,0-3-0[(5:0-3-0,0-2-41,(6:0-3-0,0-2-41,[8:0-3-0,0-3-_0 9:0 4-2 0-1-8 11:0-3-0 0-3-0 LOADING (psf) SPACING 2-0-0 CS1 DEFL in (loc) Well PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.57 Vert(LL) 0.34 14-16 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.82 Vert(TL) -0.53 11-13 >885 BCLL 0.0 Rep Stress Incr YES WB 0.46 Horz(TL) 0.17 9 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/dell = 360 Weight: 202lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-11-5 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-7-14 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-14, 7-13 REACTIONS (lb/size) 2=1936/0-8-0, 9=1936/0-8-0 Max Horz2=214(load case 4) Max Uplift2=-1002(load case 4), 9=-1002(load case 5) FORCES (Ib) - First Load Case Only TOP CHORD 1-2=29, 2-3=-3900, 3-4=-3540, 4-5=-2536, 5-6=-2269, 6-7=-2536, 7-8=-3540, 8-9=-3900, 9-10=29 BOT CHORD 2-16=3488, 15-16=2909, 14-15=2909, 13-14=2269, 12-13=2909, 11-12=2909, 9-11=3488 WEBS 3-16=-409, 4-16=560, 4-14=-862, 5-14=663, 6-13=663, 7-13=-862, 7-11=560, 8-11=-409 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1002 lb uplift at joint 2 and 1002 lb uplift at ppiv- joint 9. p/ 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. ,.•• •..,VV•/ n_ LOAD •'G` ` Ie• CASE(S) Standard jj No. 4.5161 STATE OF = so vai:•' A WARMNO - Ver(jy design parameters and READ NOTES ON TMS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. this design b based only upon parameters shown, and Is for on Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent brbcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrle-catbn, quoUly control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Speelflcallon, and HIS-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 683 D'Onofrb Drive, Madison. WI53719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t3i. *Center plate on joint -unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply plates to both sides of truss and 1. Provide copies of this truss design to the securely seat. building designer, erection supervisor, property J2 J3 J4 TOP CHORDS owner and all other interested parties.. 73 2. Cut members to bear tightly against eachTother, Q WEBS JS 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i Q O joirTt and embed fully. Avoid knots and wane at joint locations. plates from outside edge of d V truss andd vertical web. 0 a 4. Unless otherwise noted, locate chordssplicesP c. C, o at I/4 panel length(+ 6" from adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. For tabular plating format refer to the MtTek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required 40 11 continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. 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 HUD/FHA ICBO SBCCI WISC/DILHR 2 86-93, 85-75, 91-28 TCB 17.08 1591, 1329, 4922 87206, 86217, 9190 870040-N, 930013-N, 910080-N 19! 0 MiTeke TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator, General practice is to camber for dead load deflection. B. 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 MYORO,A/R Job Truss Truss Type Qty Ply HORTON 14277168 DR1749A A7 ROOF TRUSS 1 1 optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Thu Dec 19 16:58:22 2002 Page 11-0-p 3-9-14 7-0-0 , 10-4-0 16-8-0 23-0-0 29-4-0 32-8-0 , 35-10-2 , 39-8.0 40-8-p 1-0-0 3-9-14 3-2-2 3-4-0 6-4-0 64-0 6-4-0 3-4.0 3-2-2 3-9-14 1-0-0 Scale • 1.68.1 6.8 - 5.8 = exto = 7x6 = e,s = 4x6 = 5.00 FT 4 5 6 7 8 9 2x4 rn2,4 3 10 2 1 dd CE 44 = 20 19 18 17 16 15 14 13 4x8 = 4x6 = 7.8 = 44 = 8.14 = 4.6 = 5.8 = 44 = 4,11 = 7-0-0 1 10-4-0 , 16-8-0 23-0-0 29-4-0 32-8-0 39-8-0 7-0-0 3-4-0 6-4-0 6-4-0 6-4-0 3-4-0 7-0-0 Plate Offsets X Y : 4:0-2-12 0-3-8 6:0-4-0 0-4-8 ,(9:0-2-0,0-3-4) [19:0-4-0 0-5-4) LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 1.00 Vert(LL) 0.44 16 >794 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.98 Vert(TL) -0.54 14-16 >640 BCLL 0.0 Rep Stress Incr NO WB 0.98 Horz(TL) 0.07 11 n/a BCDL 10.0 Code FBC2001 1st LC LL Min Vdefl = 360 Weight: 250 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D 'Except' TOP CHORD Sheathed or 2-2-1 oc purlins. 4-6 2 X 6 SYP SS, 6-9 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 3-3-6 oc bracing. BOT CHORD 2 X 6 SYP No.2ND WEBS 1 Row at midpt 7-17 WEBS 2 X 4 SYP No.3 'Except' 2 Rows at 1 /3 pis 5-17 5-17 2 X 4 SYP No.1 D, 7-17 2 X 4 SYP No.1 D, 8-16 2 X 4 SYP No.1 D REACTIONS (lb/size) 2=-382/0-8-0, 19=5682/0-8-0. 11=2386/0-8-0 Max Horz2=-95(load case 5) Max Uplift2=-706(load case 7), 19=-3785(load case 2), 11=-1452(load case 3) Max Grav2=225(load case 3), 19=5682(load case 1), 11=2395(load case 7) FORCES (lb) - First Load Case Only TOP CHORD 1-2=17, 2-3=1663, 3-4=2040, 4-5=4301, 5-6=-1807, 6-7=-1807, 7-8=-5106, 8-9=-5597, 9-10=-4998, 10-11=-5157, 11-12=17 BOT CHORD 2-20=-1520, 19-20=-1844, 18-19=-4301, 17-18=-4301, 16-17=5106, 15-16=5596, 14-15=5596, 13-14=4671, 11-13=4713 WEBS 3-20=401, 4-20=893, 4-19=-3223, 5-19=-3396, 5-17=6677, 6-17=-976, 7-17=-3606, 7-16=480, 8-16=-536, 8-14=-588, 9-14=1215, 9-13=773, 10-13=-89 NOTES (7) 1) Unbalanced roof live loads have been considered for this design. p 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially;MWFRS gable it r'\ 9k 4/ end zone; cantilever left and right exposed ; porch left exposed;Lumber DOL=1.33 plate grip DOL=1.33. \ •........• l F 13) Provide adequate drainage to prevent water ponding. • 41 • 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 706 lb uplift at joint 2, 3785 lb uplift at joint and 1452 lb uplift at joint 11. 5) Girder carries hip end with 7-0-0 end setback ! * 6) Special hanger(s) or connection(s) required to support concentrated load(s) 603.21b down and 435.51b up at 32-8-0, and 503.21b dow No. 4.5161 and 435.51b up at 7-0-0 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. .. 7) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. S0's STATE OF LOAD CASE(S) Standard 16. . 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 --nn•., Q R (O Uniform Loads (plf) V .....60 Vert: 1-4=-74.0, 4-9=-154.2, 9-12=-74.0, 2-20=-20.0, 13-20=-41.7, 11-13=-20.0 Concentrated Loads (lb) L Vert: 20=-603.2 13=-603.2 A WARNING - Ver[fy design panamsters, and READ NOTES ON Tffi3 AND RG VERSG SIDE BEFORE USE. Design valid tot use only with MITek connectors. This design is based only upon parameters shown, and is tot an Individual building component to be Installed and boded vertkalty. Applicability of design parameters and proper Incorporation of component is tesponslbluty of building designer - not truss designet. Bracing shown is lot lateral support of Individual web members only. Additional temporary bracing to Insure stability dulling constiuctbn is the responsibility of the erector. Additional permanent bracing of the overall structure is the iesponsiblllty of the building deslgnet. For general guidance tegording fobtbatbn, quality control, storage, delivery, election and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrb Drive, Madison, W 153719. MiTek® Symbols PLATE LOCATION AND ORIENTATION 44 to" Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. cc For 4 x 2 orientation, locate O plates 1/8" from outside edge of a0trussandverticalweb. H This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury l . Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joirTt and embed fully. Avoid knots and wane o at joint locations. a 4. Unless otherwise noted, locate chord splices o at 1/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 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 04 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 O TM PANEL CLIP FORM01e.019 OffORD,A/R 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job Truss Truss Type City Ply HORTON 14277169 DR1749A A9 ROOF TRUSS 1 1 optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Thu Dec 19 16:58:23 2002 Page 11-0-() 4-9-14 9-0-0 16-2-11 23-5-5 30-8-0 34-10-2 39-8-0 40-8-p 1-0-0 4.9-14 4-2-2 7-2-11 7-2-11 7-2-11 4-2-2 4-9-14 1-0-0 scale . 1:68.1 54 = 516 = Sx8 = 3.4 = 5.00 12 4 5 6 7 2.4 \\ 2x4 3 6 2 9 34 = 17 16 15 14 13 12 11 3.6 = 3.4= 7a= 34= 3.4= 34= 7a= 3.4= 5-5-14 10-4-0 19-10-0 29-4-0 34-2-2 39-8-0 1 5-5-14 4-10-2 9-6-0 9-6-0 4-1D-2 5-5-14 Plate Offsets X Y : 4:0-3-0 0-2-4 5:0-3-0 0-3-0 7:0-3-0 0-2-4 . LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.80 Vert(LL) 0.13 12 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.63 Vert(TL) -0.37 12-14 >942 BCLL 0.0 Rep Stress Incr YES WB 0.91 Horz(TL) 0.04 9 n/a BCDL 10.0 Code FBC2001 1st LC LL Min t/defl = 360 Weight: 190 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 34-5 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-3-11 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5-16 REACTIONS (lb/size) 2=19/0-8-0, 16=2578/0-8-0. 9=127510-8-0 Max Horz2=114(load case 4) Max Uplift2=-317(load case 7), 16=-1532(load case 2), 9=-637(load case 3) Max Grav2=87(load case 6), 16=2578(load case 1), 9=1289(load case 7) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=723, 3-4=829, 4-5=1537, 5-6=-1186, 6-7=-1776, 7-8=-2195, 8-9=-2307, 9-10=14 BOT CHORD 2-17=-658, 16-17=-1135, 15-16=467, 14-15=467, 13-14=1725, 12-13=1725, 11-12=1737, 9-11=2100 WEBS 3-17=-319,4-17=546.4-16=-1211,5-16=-2384,5-14=1043,6-14=-781,6-12=61,7-12=117,7-11=424,8-11=-224 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ; porch left exposed;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. p I134) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 317 lb uplift at joint 2, 1532 lb uplift at joint 16 `9 i and 637 lb uplift at joint 9. ....... 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331.• G`P LOAD CASE(S) Standard t No. 4 5161 ,k 0 hST"ATF OF oRIDS r)!' vNAL AWARMNO - Verffly design para8setere and READ NOTES ONTB7S AND REVERSE SME BEFORE USE. ® Design valid lot use only with MITek connectors. This design is based only upon parameters shown, and is lot an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component h responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent brbcing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, deAvery, erection and bracing. consult OST-88 Quality Standard, DSB-89 Bracing Spectficatlon, and NIB-91 Handling Installlnq and !racing Recommendatlon available from Truss Plate Institute. 583 D'Onottlo Drive, Madison, WI53719. MiTek® Symbols PLATE LOCATION AND ORIENTATION 13i. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. a„ a For 4 x 2 orientation, locate plates I/8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. 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. Numbering System J2 J3 J4 TOP CHORDS c2 c3 WEBS J5 0Cr 0. 0 O ' " U F- a u V ce BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING AT THE LOWEST JOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA HUD/FHA ICBO SBCCI WISC/DILHR KI 86-93, 85-75, 91-28 TCB 17.08 1591, 1329, 4922 87206, 86217, 9190 870040-N, 930013-N, 910080-N Im! 0 MiTeko TM PANEL CLIP 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. FORM018,019 OANG"""" ® MYDRO,A/R Job Truss Truss Type Oty Ply HORTON 14277170 6R1749A AGAB ROOF TRUSS 1 1 optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Thu Dec 19 16:58:24 2002 Page 7-0-9 13-5-4 19-10-0 , 26-2-12 32-7-7 39-8-0 10-8- 11-0-Q 1-0-0 7-0-9 6-4-12 6-4-12 6.4-12 6-4-12 7-0-9 1-0-0 Scale • 1:67.2 Sd = 5 5.00 12 3.4 3.4 4 6 54 1- 5,6 7 7 2 8 81aa_ d1 3.8 = 14 13 12 11 10 US 3.4 = 3.6 = 3.8 = 3.6 = 3.4 = 10-2-14 19-10-0 29-5-2 39-8-0 10-2-14 9-7-2 9-7-2 10-2-14 Plate Offsets (X,Y): [2:04-2,0-1-8], [3:0-3-0,0-3-0], [7:0-3-0,0-3-0], [8:0-4-2,0-1-8], [35:0-0 .0-0-0], [35:0-0-0,0-0-0], [36:0-0-0,0-0A], [37:0-0-0,0-0-0], [38:0-0-0,0-0-0], 138:0-M 0-0-01, [39:0-0-0,0-M), [40:0-0-0,0-0-0], [41:0-0-0,0-0-0], [42:0-0-0,0-0-0], [43:0-0-0,0-0-0], [43:0-M.0-0-0], [44:0-0-0,0-0-0], [45:0-0-0,0-0-0], [46:0-0-0,0-0-0] 47:0-0-00-0-0 [48:0-0-0,0-0-01, [48:0-0-0 0-0-01, [49:0-0-0,0-0-01, [50:0-M,0-0-01, [51:0-0-0,0-0-01 [52:0-0-0,0-0-01, [53:0-M 0-0-01 54:0-0-00-M LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell PLATES GRIP TCLL 30. 0 Plates Increase 1.33 TC 0.81 Vert(LL) 0.28 12 >999 M1120 249/190 TCDL 7. 0 Lumber Increase 1.33 BC 0.95 Vert(TL) -0.61 10-12 >764 BCLL 0. 0 Rep Stress Incr NO WB 0.74 Horz(TL) 0.16 8 n/a BCDL 10. 0 Code FBC2001 1 st LC LL Min UdeFl = 360 Weight: 292 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-7-0 oc purlins. BOT CHORD 2 X 4 SYP No.21D BOT CHORD Rigid ceiling directly applied or 0-2-0 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-12, 6-12 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/ size) 2=1936/0-8-0, 8=1936/0-8-0 Max Horz2= 222(load case 4) Max Uplift2=- 1009(load case 4), 8=-1009(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3676, 3-4=-3316, 4-5=-2334, 5-6=-2334, 6-7=-3316, 7-8=-3677, 8-9=14 BOT CHORD 2-14=3362, 13-14=2795, 12-13=2795, 11-12=2795, 10-11=2795, 8-10=3362 WEBS 3- 14=-406, 4-14=538, 4-12=-855, 5-12=1322, 6-12=-855, 6-10=538, 7-10=406 NOTES (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable b end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. / Standard 3) Trussdesignedforwindloadsintheplaneofthetrussonly. For studs exposed to wind (normal to the face), see MiTek Gable ..•• •..,`/i End Detail" 4) All plates are 2x4 M1120 unless otherwise indicated. 5) Gable studs spaced at 2-0-0 oc. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1009 lb uplift at joint 2 and 1009 lb uplift a , joint 8. No. 4 5161 7) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N.. Pembroke Pines, FL 33331. -10 : y LOAD CASE( S) Standard 0 .. STATE OF ANAL lillIlilgillIllil A WARMNO - VerVy design parunssters and READ NOTES ON TB7S AND RE VERSE SME HEPORE USE. (10 Design valid lot use only with MlTek connectors. This design Is based only upon parometen shown, and Is for an individual building component to be Installed and boded vertically. Applicability of design parameters and propel Incotpotatbn of component Is tesponslblBty of building designer - not truss designer. Btacing shown Is lot lateral support of Individual web members only. Additional tempotory bracing to Insure stability during construction Is the tesponsiblllty of the etectof. AcidBbnal permanent btacing of the overall shucture Is the tesponsibillty of the building deslgnet. For genetal guidance tegarding fabticatbn, quollty control, dotage, delNety, election and bracing, consult QST-88 Quality Standard, DSB-89 Brdcing Specification, and NIB-91 Handling Installlnq and Bracing Recommondatlon available ttom Truss Plate Institute, 683 D'Onohlo Dtive, Madison, Wl53719. MiTek® Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise, Dimensions are in inches. Apply plates to both sides of truss and securely seat. A., 0 rz For 4 x 2 orientation, locate 0 7: plates I/8" from outside edge of otrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. For tabular plating format refer to the MITek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE The first dimension is the width 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING Indicates location of required 401, continuous lateral bracing. BEARING Indicates location of joints at which bearings (supports) occur. FORM018.019 Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA HUD/FHA ICBO SBCCI WISC/DILHR Col 86-93, 85-75, 91-28 TCB 17.08 1591, 1329, 4922 87206, 86217, 9190 870040-N, 930013-N, 910080-N 19! 0 MiTeke fit{ @ MWRO,A/R General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at I/4 panel length(+ 6" from adjoc ent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised In handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. Job Truss Truss Type Oty Ply HORTON 14277171 DR1749A C ROOF TRUSS 1 1 optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Thu Dec 19 16:58:24 2002 Page 1-0-0 5-2-14 9-10-0 , 14-5-2 19-3-0 r 1-0-0 5-2-14 4-7-2 4-7-2 4-9-14 Scale • 1:33.3 44 4 5.00 F12 2.4 ,Z 2.4 3 5 8 2 jI 7 3.4 = 5xS 3.4 = 9-10-0 19-3-0 9-10-0 9-5-0 Plate Offsets X Y : 7:0-4-00-3-0 LOADING ( psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.38 Vert(LL) 0.06 7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.54 Vert(TL) -0.22 6-7 >999 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(TL) 0.03 6 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/dell = 360 Weight: 82 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-1-10 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 7-0-1 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS ( lb/size) 6=883/0-3-0, 2=986/0-8-0 Max Horz2=131(load case 4) Max Uplif6=-438(load case 5), 2=-537(load case 4) FORCES ( lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-1487, 3-4=-1088, 4-5=-1088, 5-6=-1455 BOT CHORD 2-7=1354, 6-7=1315 WEBS 3-7=-383, 4-7=483, 5-7=-340 NOTES ( 4) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11: exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 438 lb uplift at joint 6 and 537 lb uplift at joint 2. p 4) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. Q......• ' J LOAD CASE(S) Standard t tNa.451fi1 s 0'; STATE OF A wmmNo - Vertfy design parameters and READ NOTES ON TB7s AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectots. This design is based only upon parameters shown, and is for on Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is iesponslblBty of building designer - not truss designer. Bracing shown is for lateral support of tndIvUual web members only. Additional temporary bracing to Insure stability during construction is the tesponslbillty of the elector. Additional permanent bibcing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control storage, delivery. erection and bracing, consult QST-88 Quality Standard, DSB-89 Bracing Speclllcatlon, and HIB-91 Handling Installina and Bracing Recommendationavollable from Truss Plate Institute, 583 D'Ononb Drive, Madison, WI53719. MiTek® Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. * Center plate on joint unless Damage or Personal 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, propertyseat. J2 J3 J4 owner and all other interested parties.. securely TOP CHORDS cz 73- 2, Cut members to bear tightly against each other, WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate O L Q o_ joint and embed fully. Avoid knots and wane at joint locations. plates I/a" from outside edge of a V truss and vertical web. a 4. Unless otherwise noted, locate chords lacesP I/4Ca , C6 o at panel length(+ 6" from adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J1 18 J7 J6 lumber shall not exceed 19%at time of. connector plates. fabrication. For tabular plating format refer to the M[Tek/Gang-Nall Joint/Plate Placement Chart. PLATE SIZE JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40,00 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 BEARING Indicates location of joints at which bearings (supports) occur. WISC/DILHR 870040-N, 930013-N, 910080-N Mi! MiTeke IBM TM PANEL CLIP FORM018,019 ago-N.a MYDRO,AZR 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. Jbb Truss Truss Type Oty, Ply HORTON 14277172 6R1749A CGAB ROOFTRUSS 1 1 optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Thu Dec 19 16:58:26 2002 Page 1-0-0 5-2-14 9-10-0 14-5-2 _, 19-8-0 20-8-0 1-0-0 5-2-14 4-7-2 4-7-2 5-2-14 1-0-0 Scale " 1:35.1 4.6 = 4 2.411 2.411 5.00 r 12 2x4 2.4 i 2.411 3 5 2.411 x4 it xd II 0 o II x5 II2 6 1a 2.4 II 2.4 II 2x4 11 fl 2.411 2.4 II 2x4 11 3.4 = 5.8 = 3.4 = 9-10-0 19-8-0 9-10-0 9-10-0 Plate Offsets X Y: 8:0-4-0 0-3-0 16:0-0-0 0-0-0 17:0-0-0 0-0-0 18:0-0-0 0-0-0 19:0-0-0 0-0-0 20:0-0-0 0-0-0 21:0-0-0 0-0-0 22:0-M 0-0-0 LOADING (psf) SPACING 2-" CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.42 Vert(LL) 0.06 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.59 Vert(TL) -0.22 6-8 >999 BCLL 0.0 Rep Stress Incr NO WB 0.19 Horz(TL) 0.04 6 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/deft = 360 Weight: 102 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-10 oc pudins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-11-4 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=996/0-8-0, 6=996/0-8-0 Max Horz2= 1 22(load case 4) Max Uplift2=-541(load case 4), 6=-541(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-1510, 3-4=-1113, 4-5=-1113, 5-6=-1510, 6-7=14 BOT CHORD 2-8=1376, 6-8=1376 WEBS 3-8=-382, 4-8=502, 5-8=-382 NOTES (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable pp End Detail" 4) Gable studs spaced at 2-0-0 oc. ` ......... l 0,4,.. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 541 lb uplift at joint 2 and 541 lb uplift at join • .`P 6 v6) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. ' LOAD CASE(S) Standard * No. 4 5161 tasrATEOF0. : w s/ ". ioa' fAN A WARMNO - VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid lot use only with MITek connectors. This design Is based only upon parameters shown, and b lot on Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent brbcdng of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installlna and Bracing Recommendation available from Truss Plate Institute, 5B3 D•Onofrb Drive, Madison, WI53719. MiTek® Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/14 *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply plates to both sides of truss and 1. Provide copies of this truss design to the securely seat. building designer, erection supervisor, property e J2 J3 J4 TOP CHORDS owner and all other interested parties.. 2. Cut members to bear tightly against eachc7c3 other. O a:3. WEBS J5 Place plates on each face of truss at each For 4 x 2 orientation, locate U 3 ,, 0 joirTt and embed fully. Avoid knots and wane at joint locations. plates I/s"from outside edge of a u truss and vertical web. a o 4. Unless otherwise noted, locate chordsplices at I /4 length(' 6" from ceC, C panel adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7. Camber is a non-structural consideration and MITek/ Gang-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 BEARINGothers unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. Mi! 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised In handling, 1 PANEL PI TM CLIP erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018. 019 a 41L ® HMRO,A/R® y u , Job Truss Truss Type City Ply HORTON 14277173 DR1749A D ROOF TRUSS 1 1 o tional ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Thu Dec 19 16:58:27 2002 Page 1-0-0 5-2-0 10-4-0 11-4-0 1-0-0 5-2-0 5-2-0 1-0-0 Scale • 1:26.1 4,m = 3 INSTALLATION CRITICAL AS TRUSS MAY NOT BE ROTATED END FOR END. 5.00 1 4 2 20 11 U4 — 6 30 - 3,8 II 5-2-0 9-8-0 10-4-0 5-2-0 4-6-0 0-8-0 Plate Offsets X Y : 4:0-1-14 0-0-2 4:0-0-4 Ed e LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) VdeFl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.39 Vert(LL) -0.01 6 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.52 Vert(TL) -0.02 6 >999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.01 4 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min Vdefl = 360 Weight: 39 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-M oc puriins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. WEBS 2 X 4 SYP No.3 WEDGE Right: 2 X 4 SYP No.3 REACTIONS (lb/size) 2=561/0-3-0, 4=561/0-3-0 Max Horz2=-75(load case 5) Max Uplift2=-318(load case 4), 4=-318(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-596, 3-4=-596, 4-5=14 BOT CHORD 2-6=547, 4-6=547 WEBS 3-6=101 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=S.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. pp 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 318 lb uplift at joint 2 and 318 lb uplift at joint `9 i B4. 1 4/ 4) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 4. • `P l F5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. G • LOAD CASE(S) Standard t ' ,kNo. 4.5161 o':, STATE s4t o R 6sr.ws s onraL A WARMWC; - Veryk design paranwitem and R&JD Nose offTWS AND REVERSE SME SEMRE USE. (10 Design valid for use only with MiTek connectars. 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 Incotporatbn of component is iesponsibiBty of bupoing designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Addltbnol 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 buAding designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing SpecMkatlon, and NIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onohb Drive, Madison, WI $3719. MiTek® Symbols PLATE LOCATION AND ORIENTATION 13/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. T 0 Q For 4 x 2 orientation, locate 0 X plates 1/8" from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 40 11 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. Mi! MiTeke AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at 114 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown, 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 16. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM016,019 f/YDRO,A/R Jbb Truss Truss Type City Ply HORTON 14277174 DR1749A DGAB ROOF TRUSS 1 1 optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Thu Dec 19 16:58:28 2002 Page 1-0 0 i 5-2-0 10-4-0 11-4-0 1-" 5-2-0 5-2-0 1-" scale • 1:20.1 44 = 3 INSTALLATION CRITICAL AS TRUSS MAY NOT BE ROTATED END FOR END. 20 11 20 II 5.00 R 4 2 5 a 20 II 11 2.411 Ulf II 3A = e2A 30 = 5-2-0 9-8-0 10-4-0 5-2-0 4-6-0 0-8-0 Plate Offsets X Y : 4:0-1-14 0-0-2 4:0-0-4 Edge] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.43 Vert(LL) -0.01 6 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.56 Vert(TL) -0.02 6 >999 BCLL 0.0 Rep Stress Incr NO WB 0.03 Horz(TL) 0.01 4 n/a BCDL 10.0 Code FBC2001 1st LC LL Min Udefl = 360 Weight: 43 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-" oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 WEDGE Right: 2 X 4 SYP No.3 REACTIONS (lb/size) 2=564/0-3-0, 4=560/0-1-8 Max Horz2=-75(load case 5) Max Uplift2=-319(load case 4), 4=-316(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-603, 3-4=-602, 4-5=14 BOT CHORD 2-6=553, 4-6=553 WEBS 3-6=101 NOTES (8) 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001: 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable pp end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. Standard v3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek Gable + ••.•-• •. End Detail" l C•' P i• 4) Gable studs spaced at 2-0-0 oc. •'G` 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 319 lb uplift at joint 2 and 316 lb uplift at j 4. ' No. 4.51(A 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 4. 8) Truss Engineer: Junaidie Budiman, PEtt45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331.•. 0STATE OF tom_ LOAD CASE(S) Standard • •` `V O R I0'*' WAL Awmmm - verW design parameters and R&w Noras oNTws A111D mmutim sma Bzrom um. Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responslbNty of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stobfllty 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 fobrloatlon, quality control. storage, delivery, eiectlon and bracing, consult QST-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofilo Drive, Madison, WI $3719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 44 re-t'i4 * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. fie J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each a a other, WEBS JS a:3. Place plates on each face of truss at each 4 x 2 orientation, locateFor 6 _ , ; ; Q joirlt and embed fully. Avoid knots and wane plates /a" from outside edge of o CL ° V at joint locations. truss and vertical web. 0 a 4. Unless otherwise noted, locate chord P o at I14 panel length(+ 6" from adjacent joint.) ce C, BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MtTek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9, Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer, 15. Care should be exercised In handling, TM C tPEI erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018,019 anw-Nni ® HYDRO -AIR 0 Job Truss Truss Type Qty Ply HORTON 14277175 DR1749A J ROOF TRUSS 14 1 optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Thu Dec 19 16:58:29 2002 Page 1 0 0 7-0-0 1-0-0 7-0-0 J Scale • 1:16.6 5,00 F1 z 4 2A = 7-0-0 7-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.64 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.16 Vert(TL) -0.26 1 >65 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/deft = 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 Horz2=221(load case 5) Max Uplift=-255(load case 5), 2=-175(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=29, 2-3=75 BOT CHORD 2-4=0 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 255 lb uplift at joint 3 and 175 lb uplift at joint 2. 4) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N.. Pembroke Pines, FL 33331. LOAD CASE(S) Standard pp13 No. 4.5161 0'; STATE S`D.' o R I' e•r.we•s ANAL Ver-W &sign paraawtem and READ NOTES ON TEW AND RETIERW =Z BEFORE UM. WARMING Design valid tot use only with MITek connectors. this design Is based only upon parameters shown, and Is for an IndWuol building component to be Installed and loaded vertically. AppBeablUty of design parameters and proper Incorporation of component Is responsibility of building designet • not buss designer. Bracing shown Is tot lateral support of Individual web members only. Additional temporary bracing to Insure stability duiing construction Is the iesponslbllity of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fobtloatlon, quality control, storage, delivery, erection and bracing, consult QST•88 Quality Standard, DSB•89 Bracing Specification, and HIB-91 Handling Installing and Bracing Recommersdallon avallable from Tiuss Plate Institute, 583 D'Onoftlo Dive, Madison, WI53719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply plates to both sides of truss and 1. Provide copies of this truss design to the securely seat. building designer, erection supervisor, property J2 J3 J4 TOP CHORDS owner and all other interested parties.. 2. Cut members to bear tightly against each other. O J5 3. Place plates on each face of truss at eacha"4* For 4 x 2 orientation, locate o ZC7 C6 Q O joirTt and embed fully. Avoid knots and wane at joint locations. plates/a" from outside edge of a u truss and vertical web. a 4. Unless otherwise noted, locate chords lacesP I/4ca o at panel length(+ 6" from adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. For tabular plating format refer to the MRek/Gang-Nall Joint/Plate Placement Chart. 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 11 continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. Mi! MiTeko 19 Z.1L"® TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design, 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018,019 Job Truss Truss Type Oty Ply HORTON 14277176 DR1749A K ROOF TRUSS 4 1 optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Thu Dec 19 16:58:29 2002 Page 1-0-0 5-0-0 1-0-0 5-0-0 3 Scala 1:13.0 5,00 12 2 1 2x4 5-0-0 5-0-0 LOADING (psf) SPACING 2-" CS1 DEFL in (loc) Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.30 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.08 Vert(TL) -0.08 1 >199 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Udeft = 360 Weight: 17 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-" oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. REACTIONS (Ib/size) 3=155/Mechanical, 2=335/0-", 4=46/Mechanical Max Horz2=161(load case 5) Max Uplift3=-178(load case 5), 2=-159(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=29, 2-3=50 BOT CHORD 2-4=0 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate drip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 178 lb uplift at joint 3 and 159 lb uplift at joint 2. 4) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard j No. 4.5161 ' iOSTATEOFty , J0 R anraL AWARE VG - VerW design panameform and JtEM Koss ON 7WS AM IWVrJ a SWE BAMM UM. Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper tncorpotatlon of component is responslblBty of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the responslblilty of the erector. Additional permanent brDcing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, stotage, delivery, erection and bracing, consult QST-BE Quality Standard, DSB-89 Bracing Specification, and NIB-91 Handling Installing and Bracing Recommendatlon available from Puss Rate Institute, 593 D'Onofrlo Drive, Madison, WI53719. MiTek® Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 0 Lr:*For 0 4 x 2 orientation, locate plates I/8" from outside edge of aotrussandverticalweb. 0 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 Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. CONNECTOR PLATE CODE APPROVALS BOCA HUD/FHA ICBO SBCCI WISC/DILHR C 86-93, 85-75, 91-28 TCB 17.08 1591, 1329, 4922 87206, 86217, 9190 870040-N, 9300 1 3-N, 910080-N 19! 0 MiTeke ZA-er 0 HYDRO -AIR 0 AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at ibint locations. a 4. Unless otherwise noted, locate chord splices 0 at I/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not 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. 1 L . ;I Job Truss Truss Type Oty Ply HORTON 14277177 CR1749A L ROOF TRUSS 4 1 optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Thu Dec 19 16:58:30 2002 Page 1-0-0 3-0-0 1.0-0 3-" Smote • 1:0.7 5.00 F12 2 4 3-0-0 3-0-0 LOADING (psf) SPACING 2-M CSI DEFL in (loc) Udefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.11 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) 0.01 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min Well = 360 Weight: 11 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-" oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. REACTIONS (lb/size) 3=69/Mechanical, 2=253/0-8-0, 4=26/Mechanical Max Horz2=101(load case 5) Max Uplift=-99(load case 5), 2=-149(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=29, 2-3=-54 BOT CHORD 2-4=0 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=S.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 99 Its uplift at joint 3 and 149 lb uplift at joint 2. 4) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard No. 4.5161 ,k iSTATEOF 0 1 a,,.>ts 44' "ll s owaL AWARNWO - Verlj/jy design pamnlisiterm and READ MOTES ON TWS AND REVERSE SME BEPORE Ll . Design valid for use only with Mlfek connectors. This design Is based'onty upon parameters shown, and Is for an tndWuol buBding 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 tempotary bracing to Insure stabWty during construction Is the tesponslbBtty of the erector. Additional permanent bracing of the overall structure Is the responsibility of the budlding designer. For general guidance regarding fabrication, qua4ly control, storage, delivery- erection and bracing, consull OST-6E Qualify Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installing and Bracing Recommendation ovatlabbfrom Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI53719. MiTek® Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1 3/. * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply plates to both sides of truss and 1. Provide copies of this truss design to the securely seat. building designer, erection supervisor, property W J2 J3 J4 TOP CHORDS owner and all other interested parties.. 2. Cut members to bear tightly against eachc2c other, o Q WEBS JS 3. Place plates on each face of truss at each For 4 x 2 orientation, locate K, Q O joirTt and embed fully. Avoid knots and wane at joint locations. plates/a" from outside edge of d y truss and vertical web. a 4. Unless otherwise noted, locate chordsplices ca Cl o at/4 panel length(+ 6" from adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MiTek/ Gang-Nall Joint/Plate Placement Chart. 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. utg u Mi! MiTeke FORM018, 019 N ZA 0 HYDRO - AIR TM PANEL CLI P 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to comber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified, 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling Is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stocks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses, 1993 Mitek Holdings, Inc. V fob Truss Truss Type Qty Ply HORTON 14277178 CR1749A M ROOF TRUSS 4 1 optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Thu Dec 19 16:58:31 2002 Page 3 1-0-0 1-0-0 1-0-0 1-0-0 Scale • 1:52 2 5.00 12 1 4 1- 0-0 2 ° 1- 0-0 LOADING ( psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.08 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(TL) 0.01 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Udell = 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. REACTIONS ( lb/size) 3=-17/Mechanical, 2=177/0-8-0, 4=9/Mechanical Max Horz2=53(load case 4) Max Uplift3=-25(load case 5), 2=-142(load case 4) Max Grav3=31(load case 4), 2=177(load case 1). 4=9(load case 1) FORCES ( lb) - First Load Case Only TOP CHORD 1-2=28, 2-3=-37 BOT CHORD 24=0 NOTES ( 4) 1) Wind: AS(;E 1-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 25 lb uplift at joint 3 and 142 lb uplift at joint 2. 4) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard r t No. 4.5161 ,t O STATE OF s CV a R lo'' L AWARPaNG - verW design parasnetens and READ NOTES ON TM5 AND REVERSE SIDE BZMJM USE. — Design valid for use only with MRek connectors. Thb design Is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. ApplIcablllty of design parameters and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is lot lateral support of Individual web members only. Additional temporary bracing to Insure stablilty during construction Is the responsibility of the erector. Additional permanent brbcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate institute, 593 D'Onofrla Drive, Madison, WI53719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 0110- 13/. * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property pia securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each other. Q WEBS JS 3. Place plates on each face of truss at each For 4 x 2 orientation, locate OINJ joint and embed fully. Avoid knots and wane at joint locations. plates I/s"from outside edge of a ° V truss and vertical web. a O 4, Unless otherwise noted, locate chords lacesP at /4 panel length(+ 6" from adjacent joint,) C8 C, C6 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-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9, Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA rCB 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, 400" 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. Mi! 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised In handling, II PANEL TM CLIP erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM016, 019 GWYO-MAIL NYDRO,4IR V t s' y i Job Truss Truss Type Oty Ply HORTON 14277179 19R1749A S ROOF TRUSS 2 1 w optional) 4CCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Thu Dec 19 16:58:54 2002 Page 1-5-0 5-3-5 9-10-13 1-5-0 53-5 4-7.8 Scalar 1 8.3 3.54 12 30 3 2 8 I 2.411 7 8 5 3A = 2.4 5-3-5 9-10-5 9-10-1 5- 3-5 4-7-0 0-0-8 LOADING ( psf) SPACING 2-M CSI DEFL in (loc) l/defl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.49 Vert(LL) 0.05 6-7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.45 Vert(TL) -0.09 6-7 >999 BCLL 0.0 Rep Stress Incr NO WB 0.41 Horz(TL) 0.01 5 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Well = 360 Weight: 41 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-11-6 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 8-3-7 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS ( lb/size) 4=309/Mechanical, 2=514/0-11-5, 5=430/Mechanical Max Horz2=271(load case 2) Max Uplif#=-310(load case 5), 2=-266(load case 2), 5=-169(load case 3) FORCES ( lb) - First Load Case Only TOP CHORD 1-8=24, 2-8=24, 2-3=-1072, 3-4=64 BOT CHORD 2-7=1003, 6-7=1003, 5-6=0 WEBS 3-7=166, 3-6=-1071 NOTES ( 4) 1) Wind: ASCE 7-98 per FBC2001: 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 310 lb uplift at joint 4, 266 lb uplift at joint 2 and 169 lb uplift at joint 5. 4) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. j LOADCASE( S) Standard r I B+rD 1) Regular: Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (plf) '(,P .4 !. / Vert: 1-8=-74.0 Trapezoidal Loads (plf) / Vert: 8=0.0-to-4=-183.1, 2=-1.7-to-5=-49.5 t • N0.45161 w STATE OF ° AWARNING - Verffly design parameters and READ NOTES ONTMS AND REVERSE BIDE BEFORE USE. Design valid tot use only with MITek connector. This design b basedlonty upon parameters shown, and Is tot an Individual building component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component Istesponslblilty of building designer - not ttuss designer. Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stobWty during construction Is the responsibility of the eiectot. Additional permanent bracing of the overa0 structure Is the responslblilfy of the building designer. For general guidance tegatding fabrication, quality control, storage, delivery, erection and broclng, consult OST-88 Quality Standard, DSB-89 Bracing Specification, and NIB-91 MiTek® HandlingInstallingandBracingR4rcammendalionavolloblefromTrussPlateInstitute, 893 D'Onolio Dtive, Madison, WI53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t3/. * Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2, Cut members to bear tightly against each other. JS 3. Place plates on each face of truss at eacha"4* For 4 x 2 orientation, locate oz , ; ¢joint V o_ X and embed fully. Avoid knots and wane at joint locations. plates 1/8" from outside edge of d y truss and vertical web. a o 4. Unless otherwise noted, locate chordsplices at 114 length(+ 6" from capaneladjacent joint.) BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7. Camber is a non-structural consideration and MITek/ Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 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 CLIP erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018, 019 HYDRO-AW ® r x• CITY OF SANFORD PERMIT APPLICATION 1':ahii:'C:F,sf t. ,aP1.t,n r[n.. f' ri ° } ,// n r Y" :vi Permit # .. ) Job Address:3& I Description of Work: Historic District: Zoning: Value of Work $6-6 y d Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm FoQI• - _ Electrical: New Service — # of ,AMPS Addition/Alteration Change of Service Temporary Pole_ Mechanical! Residential Non -Residential Replacement New (Duct Layout & Energy C41i .. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of W r Closets Plumbing Repair— Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Tyne: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for o@bet• than X) Parcel N: (Attach Proof of Ownership & Legal Description) Owners Name & Address: —,Qf— QVVArj" Phone: Contractor Name & Address: MMIUR REAMM- AIR CO 09 -_ - r,_ ate License NumberA0BW G. Ds" Phone& Fax: LA AUpvTLb'Pw3`_8 utr" o rj_ 5ps3oa FRonding Company: r 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 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 w)CON mpliance with all applicable laws rcj,idating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OFENT MAY RESULT IN Y0TjR PA VING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANT W, YOUR LENDER OR A]NATTORNEY BEFORE RECORDINGYOURNOTICEOFCOMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions ap !cablt at may befou in the public records of this county, and there may be additional permits required from other governmental entities s has waistncts, tate encies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the r uirements nda w S 713. Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary - State of Florida Date Owner/Agent is Produced ID Personalh <no%% n to Me or APPLICATION APPROVED BY: Bldg: Initial & Date) Spccia! Conditions: Zoning: EC 0 22Da3 Sifnatur Conmactor/Agent Date W)BfRT G. DELLO RUSSO P in Contractor Ag t's Name Signature of No --'-State of Florida Date -State of Florida DateContractor/Ac:-::i _ Personal".• Known to Me or Produce.' Initial & Date) F D: Initial & Date) ( Initiate I & Dat: MY COMMISSION f DD 212893 EXPIRES: June 14, 2007 Boriso Thru tJotary Puck urberwnters 3/4' X 1-1/2' X 13GAGE MIN. 2" GALV. STEEL GALV. STEEL HORIZONTAL ANGLE HORIZONTAL TRACK 16 GAGE OR 13 GAGE BASED ON THE WEIGHT OF THE DOOR.- A 13 GAGE MIN. GALV. STEEL TRACK SPUCE OR FLAG BRACKET. FASTEN TO WOOD JAMB WITH 5/16' X 1-1/21AG SCREWS- 1 FOR16' X 7' USE c HEX4_ HEA3/4D SELF t1 DRILLING SCREW DETAIL D 4 2" 16 GAGE GALV. STEEL VERTICAL TRACK BOLTED TO TRACK BRACKETS WITH 1/4'- 20 X 5/8' TRACK BOLTS. X 1/ 2' LONG 16GA. GALV. STEEL LGE BOLT & NUT TOP BRACKET WITH HOLD. ROLLER HOLDER WITH 2 FASTENERS. 1/4" X 3/4' LONG HEX HEAD SELF DR LUNG SCREWS. 2 PER VERTICAL STILE) 16- X 7' DOOR 2' ROLLER WITH 7/16' DUl LONG STEM. TIRE: STEEL 10 BALL 8' AND 9' WIDE DOORS 2' ROLLER WITH 7/16' DA. SHORT STEM. TIRE STEEL 7 BALL- 14 4• X 16" AIR VENTS 4) REO' D. 120 SO. IN. MIN. TOTAL OPEN AREA) OPTIONAL OPTIONAL SSB GLASS LIGHTS 4'X 16• AIR VENTS 2) REO' D. 60 SO. IN. MIN. TOTAL OPEN AREA) 18 GAGE GALV. STEEL CENTER HINGE CENTER STILE I I \ 10 GAGE GALV. STEEL TRACK BRACKETS. SEE ABOVE FOR A 16' X 7' DOOR USE ONE DETAIL C FOR SPACING. FASTEN TO WOOD JAMBS WITH 5/16' X 1-1/2• SECTION A —A / EXTRA SELF DRILLING SCREW LAG SCREWS. PREPARATION OF JAMBS BY OTHERS 1 r THROUGH TOP LEAF OF HINGE, END SECTION B— B STILE, GAP AND RAIL.TYP, 6 PLACES, i AND USE LONG STEM ROLLERS. P.S. F.'TABLE DOOR SIZE DESIGN PRESSURE TEST PRESSURE WIDTH HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE 8 —0' 7'-0• 32.8 37.4 49.2 56.1 9 —0- 7'-0' 29.1 33.3 16 —0 7 —0 t23.6 26.3 35.4 39.5 NOTE: ALL NON —DESCRIPTIVE FASTENERS SHOWN TO BE 1/4•- 20 X 5/8' HEX BOLTS & NUTS OR r-•-, 1/ 4• X 1/2' LONG HEX HEAD SHEET METAL SCREWS. llij )•`•i: G 2422 3/5/02 KDD WILLIAM I. JADEMAN DOORS SHOWN ON THIS DRAWING HAVE BEEN DEMONSTRATED TO WITHSTAND THE PRESSURES 'Consulting Structural Er'. ngmeek r LISTEDINTHETABLEABOVESBCASSUMPTIONS: 100 MPH, 15' ROOF HEIGHT, ROOF"t: PITCH > 10. DOOR FULLY IN END ZONE. FBC ASSUMPTIONS: 120 MPH, EXPOSURE 'B', 1140 Anderson Street 's:: '•, rCC t „o r 30' ROOF HEIGHT, ROOF PITCH > 10', 2' OF DOOR IN END ZONE. Clermont, FL 34711 AN ARCHITECT OR STRUCTURAL ENGINEER MUST DETERMINE IF THE DOOR IS SUITABLE FOR (352) 242.0100 1 OTHER LOCATIONS. DOORS SMALLER THAN THOSE SHOWN WILL WITHSTAND THE INCREASED SBC PRESSURE LOADS, NOTE GLAZING DOES NOT SATISFY IMPACT NCREASEEISAMETHE RESSURE AS THETMDOORSIZESINDOORSTRENGTHISGREATERMADENARROWEROR SHORTER. THAN DEBRIS REQUIREMENTS IN FBC F 2413 1 / 25/02 E 2137 2/ 9/00 D 1724 6/ 24/97 C 1549A B 1549 A 1449 9- 8-95) lt...a...) 1366 11-01- 94) SCATES; REV.1 E. C.N. DATE APPROV CENTER STILES 5 COLUMNS) CENTER STILES & CENTER HINGES (1 COLUMN) r— 1.25' 3I' L 2. 75' _ — DETAIL A 3' 20GA WIDE STRUT 3' 18GA WIDE STRUT LOCK P.O. BOX 13858 MAUMELLE, AR. WINDSOR DOOR 1 72113 501) 562— MODELS: 724, 426, 730, 735, 750, 550 DWG. WAS PART NAME: 101993-8, 9 WINDLOAD RESIDENTIAL STEEL DOOR TOLERANCE FOR SBC 100 @150% MPH, FBC 120 MPH EXPOSURE B' FRAc * 1)f DEC. * .015 NEXT LEVEL DATE: DWG. NO. I s/ 99— g-033 SCALE PLOT SCALE DRN. BY NONE 1=1 GDR SHEET 1 OF 3 USE FOUR13GAGEMIN. GALV. STEEL 1/4- X 1/2- LONG FOR 16'XB' FASTENERSTRACKSPLICEORFLAGBRACKET. CARRIAGE BOLT do NUT/ --FOR 16GA GALV. STEELFASTENTOWOODJAMBWTITI TOP BRACKET WITH ON 9'XB'.- 5/16' X 1-1/2- LAG SCREWS. $ 14GA ROLLER FOR 18' X 7' HOLDER WITH 2' GALV. STEEL Q 18' X 8' USE 2 FASTENERS. VERTICAL TRACK 1/4• X 3/4' FOR 18'X7' do 18'XB' 16GA 16'X8') HIX HEAD SELF SEE TOP BRACKET 13GA 18'X7', DRILLING SCREW DETAIL D ON PAGE 3 USE TWO EXTRA 1B'X8') 4 r16' X B. k 10' X 8' DOOR SELF DRILLINGSCREWSTHROUGH 63' (18' X 7') 72" (18' X 81 72' 16' X 8'5 72' (10' x e•) 54•(18:X7')I63' 18' X 8' 63- 9' X 8') OPENING 42- (18' X HEIGHT NOT OVER 48' (18' X 48' (16' X HEI 48' ((10' X 33-(18'X7) 39- (18' X 8') 39' (9' X a.) 21' 18' X 7 24' 1 B' X 8' 24' (16' X 8' 24- (10' X 8') 15- (18' X 7') 15-(18' X8') 0 9' X 8' S3 BRACKETS 16' X 6 20 GAGE END STILES - FASTENED. 3/4' POLYSTYRENE INSULATION STANDARD FOR MODEL 735n 2 ROLLER WITH 7/16 DIA. LONG STEM. TOP AND BOTTOM TIRE STEEL 10 BALL LEAF OF HINGE 18' X 7' & IS' X 8' DOOR AND END STILE, 2' HURRICANE ROLLER ON 16 X8, 18'X7' LH. WITH 7/16' DIA. k 18'XB'. LONG STEM. RAILS B STRUTS - 3. 18GA WIDE SEE DETAIL A) LOCK OPTIONAL SEE DETAIL C USE ONE EXTRA SELF DRILLING SCREW THROUGH TOP LEAF OF HINGE ON 10'XB'. TIRE. STEEL iv Dwl- 9' X B': 10'X B' 20GA. END CAP, NO RIVETS. 9'X8' 2' ROLLER WITH 16' X B': 16GA. END CAP R RIVETS. 7/16' DUB SHORT STEM. 18' X 7' do 18• X 8': 13GA. END CAP do RIVETS. 14 GAGE GALV. STEEL i RAIL END HINGE ATTACHED WITH 4. 5, OR 6 SCREWS. SEE DETAIL C. 6 16'XB' 18'XJZANDfPOPRIVETTOP19-1/2'.21" BOTTOM OF EN OR 24' HIGH TO END STILE PANEL GALV. AND PRE- 2' GALVANIZED STEEL STRUT. PAINTED STEEL ATTACHED WITH 1/4" X 3/4' 26 GA. ALL LONG HEX HEAD SELF MODELS EXCEPT DRILLING SCREWS. 24 GA. MODEL 2 PER VERTICAL STILE) 750 7.:.... WITH TOG-L-LOGS TO PANEL\\ 1-3/8' POLYSTYRENEUSEENDCAPOVERENDSTILES. ' INSULATION OPTIONALSEEDETAILC) FOR MOD. 724 do 730. 13CA GALV. STEEL BOTTOM BRACKET ATTACHED WITH 3 2• FASTENERS (16'XB'). 4 FASTENERS (18'X7' do 18'XB'). SECTION B B 2 FASTENERS (9'X8') 18 GAGE GALV. STEEL CENTER HINGE AND (10'X8'). ATTACHED WITH 4 FASTENERS. SECTION A -A 20 GAGE GALV. STEEL CENTER STILE ATTACHED WITH TOG-L-LOC OR POP RIVETS -I f- 1.25' TO PANELS. 10 GAGE GALV. STEEL. TRACK BRACKETS, SEE ABOVE FOR OUANTTIY AND SPACING. FASTEN TO WOOD JAMBS WITH 5/16' X 1-1/2" LAG SCREWS. PREPARATION OF JAMBS BY OTHERS. P S.F. TABLE 3' R SIZE DESIGN PRESSURE TEST PRESSURE HEIGHT POSITIVE NEGATIVE POSITIVE NEGATIVE 8'-0.+25.5 29.1 38.2 43.7K8-0' 33.0 36.9 49.6 55.3 8'-0' 24.3 27.3 36.6 41.1 8'-0' 27.3 30.7 41.0 46.0 7'-0' 27.3 30.7 41.0 46.0 DETAIL C GAGE 6 STRUTS - STILES 3' 18GA WIDE SEE DETAIL A) D LOCK OPTIONAL OPTIONAL SSS GLASS O REO'D. R VENTS B 60 SO. IN. MIN. TOTAL OPEN AREA) OPTIONAL- 6344191210wo 4'X 16' AIR VENTS 4) REO'D. 120 SO. IN. MIN. TOTAL OPEN AREA) OPTIONAL ALTERNATF CONSTRUCTION USING (2) STRUTS. i_ OPTIONAL SSB GLASS onB 18' (DOUBLE CAR) 4'X 16' AIR VENTS 4) REO'D. OPTIONAL CENTER STILE (7) COLUMNS CENTER HINGES (5) COLUMNS 120 SO. IN. MEN. TOTAL OPEN AREA) ALTERNATE CONSTRUCTION OPTIONAL SSB GLASS LIGHTS USING (2) STRUTS7 1 B 16' (DOUBLE CAR) COLUMNSCOLUMNS OPTIONAL SSB GLASS UGHTS ALTERNA USING (2 3- 1BGA WIDE ISEEDETAILA) 4'X 16" AIR VENTS 2)-REO'D. - B -- a e. 60 SO. IN. MIN. TOTAL OPEN AREA) I CENTER STIES R C (SINGLE CAR) ^ 1 HINGES (1 COLUMN) OPTIONAL LOCK NOTE. AtLLL4 ON XESCRI HEX FASTENERSSTENOLTS NUTS HOWN TO BE 1/4' X 1/2' LONG HEX HEAD SHEET METAL SCREWS. DETAIL A 3' 18GA WIDE STRUT WILLMM T. LINDEMANN;: Ft f... DOORS SHOWN ON THIS DRAWING HAVE BEEN DEMONSTRATED TO WITHSTAND THE PRESSURES' LISTED IN THE TABLE ABOVE SBC ASSUMPTIONS: 100 MPH, 15' ROOF HEIGHT, ROOF PITCH > 10', DOOR FULLY IN END ZONE. FBC ASSUMPTIONS: 120 MPH, EXPOSURE 'B', 30' ROOF HEIGHT, ROOF PITCH > IV. 2' OF DOOR IN END ZONE. AN ARCHITECT OR STRUCTURAL ENGINEER MUST DETERMINE IF THE DOOR IS SUITABLE FOR OTHER LOCATIONS. DOORS SMALLER THAN THOSE SHOWN WILL WITHSTAND THE INCREASED SBC PRESSURE LOADS, GIVEN THE SAME CONDITIONS. THE INCREASE IN DOOR STRENGTH IS GREATER THAN THE INCREASE IN PRESSURE AS THE DOOR SIZE IS MADE NARROWER OR SHORTER. Consulting Structural En rt`eer; ;.4,f) : 4: 1140 Anderson StreeI. Clermont, FL 34711" 352) 242-0100 a. r. NOTE: GLAZING DOES NOT SATISFY IMPACT DEBRIS REOUIREMENTS IN FBC C REV 2422 2413 2137 1724 1549A 1549 1449 1366 E.C.N. 3/5/02 9-8-95• 11-01- DATE KDD CENTER STILES R C/ (SINGLE CAR) HINGES (1 COLUMN) OPTIONAL LOCK P.O. BOX 13ma 7 Tp MAUMELLE. AR. % 111 Il SOD XMR 721131(501) 562-1872 MODELS: 724, 426, 730, 735, 750, 550 DWG. WAS 101993-8, 9 PART NAME: WINDLOAD RESIDENTIAL STEEL DOOR FOR SBC 100 @150% MPH, FBC 120 MPH EXPOSURE "B" NEXT LEVEL PLOT 'GALE DATE: 9/14/94 DR GDR DWG. NO. 99-B-033SCATES) APPROV. NONE SHEET 2 OF 3 OPENING HEIGHT NOT OVER DOOR HEIGHT) 5' 13 GAGE MIN. GALV. STEEL TRACK SPLICE OR FLAG BRACKET. FASTEN TO WOOD JAMB WITH 5/16' X 1-1/2' LAG SCREWS. 2' GALV. STEEL VERTICAL TRACK FOR 18' X 8' USE16GA (16'X8') 1/4- X 3/4' 13GA 18'X8' HEX HEAD SELF DRILLING SCREW DETAIL D 72' 18' X 8' 72. (16' X 8'; 72' (10' X 8') 63' (18' X B. 63' 9' X 8') 48- (18' X 48' (16' X 48' (10' X 39' (18' X 39' (9` X B.)) 24' (18' X 8') 15 24' 16' X 815* ' 24' (10' X 8') 18'X8') 3/4' POLYSTYRENE INSULATION STANDARD FOR MODELL7735-, G 2GALV. I j I l I 24" HIGHPORANEL AND PRE- 9' X 8' 3 BRACKETS lii X 8' 4 BRACKETS PAINTED STEEL 0' X 8' 4 BRACKETS; 18' X B' 7 BRACKETS; 26 GA. ALL MODELS EXCEPT 20 GAGE END STILES - FASTENED 24 GA MODEL WITH TOG-L-LOCS TO PANEL 750 USE END CAP OVER END NILES. SEE DETAIL C) I 1 13 GAGE GALV. STEEL TOP USE FOUR BRACKET WITH 10 GAGE ROLLER FASTENERS RAILS HOLDER. NOTE THAT ROLLER ON 9'X8'. HOLDER IS TURNED DOWN. JNOTE: 16' X 8' USES TOP BRACKET ON SHEET 2. O 10 srRltrs 3' 18GA WIDE SEE .DETAIL A) B USE TWO EXTRA 16' X 8' & 10' X 8' DOOR SELF DRILUNG LOCK 2' ROLLER WITH 7/16' SCREWS THROUGH 00 DIA LONG STEM. LEAAND USE ONE EXTRA SEE DETAIL C—{ TIRE: STEEL 10 BALL 18' X 8' DOOR FBOTTOM FOHINGEANDEND STILE, SELF DRILLING WI HURRICANE ROLLER ON 16'X8 AND LH. SCREW THROUGH TOP LEAF OF WITH DIA IB,XB HINGE ON 10'X8'. LONG TEM. STEM. STIRE: STEEL 10 BALL 9' X B': 10'X 8' 20GA. END CAP, NO RIVETS. 9'XB' 2' ROLLER 16' X 8': 16GA. END CAP & RIVETS. 7/16' Dl4 SHORE STEM. TEM. 18' X 8': 13GA END CAP & RIVETS. 14 GAGE GALV. STEEL RAIL END HINGE ATTACHED WITH 4, 5, OR 6 SCREWS. SEE DETAIL C. t 20 GAGE n END STILES OPTIONAL SSS GLASS 4'X 16' AIR VENTS IS DWeli CAR) 4) REWD. 120 SO. IN. MIN. TOTAL OPEN AREA) oPRONAI K1tFNAT OPTIONAL SSB GLASS UGHTSUSING (2) I III I I IIIII IIIII IIIII IIIII IIIil l l ll! . i . . n m M1m1.' i. rl l ItIr1 Ir 1r1ll l 1 T i1 1 l l!UJ! lJ!L'J!\mil! l l 1 1 2' GALVANIZED STEEL STRUT. ATTACHED WITH 1/ 4' X 3/4' LONG HEX HEAD SELF DRILLING SCREWS. 1 ( 2 PER VERTICAL STILE) 1-3 8' POLYSTYRENE INSULATION OPTIONAL FOR MOD. 724 & 730. 13GA. GALV. STEEL BOTTOM BRACKET ATTACHED WITH 331) FASTENERS (16'XI4FASTENERS18X87. 2 FASTENERS 9'XB') AND (10'XB'). OPTIONAL SS8 CLASS SEEoEiA" B 4'X 16' AIR VENTS 2) REO-D. 60 SO. IN. MIN. TOTAL OPEN AREA) ALTFRNA CONSTRUCTIONUSING ( 2 STRUTS. /. a - OPTIONAL SSSGLASSLIGMS-\ ivT= 11t I I i 1mi_T1' 4*X 16" AIR VENTS ! IL 1 L 1!Iu Mj So 11=1m1m11 EN AREA) Ml 18 GAGE GALV. STEEL CENTER HINGE JC%J I IyIy o-D V A 9 t ATTACHED WITH 4 FASTENERS' SECTION A -A smut ° 1 20 GAGE GALV. STEEL CENTER STILE OVAS (I C ( ) OPTIONAL LOCK CENTER MILES k (saaE GR) ATTACHED WITH TOG-L-LOC OR POP RIVETS -I - 1.25' MNc&5 (I OPTIONAL TO PANELS. 10 GAGE GALV. STEEL TRACK BRACKETS, SEE ABOVE FOR QUANTITY AND SPACING. FASTEN TO WOOD JAMBS Man 5/16X 1-1/2' NOTE ALL NON -DESCRIPTIVE FASTENERS SHOWN TO BE LAG SCREWS. PREPARATION OF JAMBS BYOTHERS. 1/4'-20 X 5/8' HD( BOLTS & NUTS OR P.S.F. T DOOR SIZE DESIGN PRESSURE I TEST PRESSURE WIDTH HEIGHT POSITIVE NEGATIVE I POSITIVE INEGATIVE 9'-0. 8'-0' 25.5 29.1 38.2 43.7 10 -0' B -0' 33.0 36.9 49.6 55.3 16'-0' B'-0' 24.3 27.3 36.6 41.1 18'-0' 8'-0' 27.3 30.7 41.0 46.0 3' 1/4' X 1/2' LONG HEX HEAD SHEET METAL SCREWS. 2.7s 19 ``,' FF 2422 3/ 5/02 KDD it 3/ , 3' 18GA WIDE STRUTl ^ p' v ! r` 2413 1 /25/02 DETAIL A WILLIAM T. LI'Lu` h1AY"t;- ` Consulting Structural Engineer, . DOORS SHOWN ON THIS DRAWING HAVEBEENDEMONSTRATEDTOWITHSTANDTHEPRESSURES ' r USTED IN THE TABLE ABOVE. SBCASSUMPTIONS: 100 MPH, 15' ROOF HEIGHT, ROOF 1140 An,,erson Street ' PITCH > 10, DOOR FULLY IN END ZONE. FBC ASSUMPTIONS: 120 MPH, EXPOSURE 'B', ® Clermont, FL 34711: ':. `•. 30' ROOF HEIGHT, ROOF PITCH > 10', 2' OF DOOR IN END ZONE. ° ` 352) 242-0100 ,'{. -i' 1; '; ;° AN ARCHITECT OR STRUCTURAL ENGINEER MUST DETERMINE IF THE DOOR IS SUITABLE FOR l V OTHER LOCATIONS. ;;Cil:.:.. DOORS SMALLER THAN THOSE SHOWN WILL WITHSTAND THE INCREASED SBC PRESSURE LOADS, NOTE: GLAZING DOES `NOT SIA'l1SFY ° IMPACT GIVEN THE SAME CONDITIONS. THE INCREASEINDOORSTRENGTHISGREATERTHANTHEDEBRISREQUIREMENTSINFBCINCREASEIN PRESSURE AS THE DOORSIZEISMADENARROWERORSHORTER. C. 2137 2/9/00 D 1724 6/24/97 C 1549A B 1549' A 1449 9-8- 93) 1366 1 1-01-94 REV. E.C.N. DATE P. O. BOX 13858 qflgDS®R uR72113© MAUMELLE, AR. 501) 562-187 MODELS: 724, 426, 730, 735, 750, 550 DWG. WAS 101993-8, 9 PART NAME: WINDLOAD FOR SBC 441, RESIDENTIAL STEEL DOOR 100 0150% MPH, FBC 120 MPH EXPOSURE " B' NEXT LEVEL PLOT SCALE 1=1 DATE: 9/14/ 94 DRN. BY GDR DWG. NO. 99—B- 033 SCALE NONE SHEET 3 OF 3 MiTeke February 12, 2003 MiTek Industries Inc. 16472 Segovia Circle North Pembroke Pines, FL 333314627 USA Fax (954) 680 4395 The truss drawings referenced below, have been prepared under my direct supervision based on the parameters provided by Accu-Span Truss Company using MiTek 20/20 software. Pages or sheets covered by this seal : I4277162 thru I4277179. Total : 18 drawings. Job DR1749A Builder D.R. HORTON Location BAKERS CROSSING, LOT 249 County SEMINOLE Truss Engineer :Junaidie Budiman, PE # 45161. Address :16472 Segovia Circle North Pembroke Pines, FL 33331-4627. This serves as the cover sheet in conformance to Chapter 61G15-31 Section 003 of the Florida Board of Professional Regulation. This package include: 1) 18 Truss drawing. 2) Truss Index. February 12, 2003 Junaidie Budiman, PE The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of building designer, per ANSI/TPI 1-1995 Sec.2. TRUSS INDEX OF JOB DR1749A Trusses included=18 0,"\DR1749A\a.tre" 14277162 1,"0R1749A\a11Are" 14277163 2,'\DR1749A\a13.tre" 14277164 3,"\DR1749A\a15.tre" 14277165 4,"\DR1749A\a17.tre" 14277166 5,'\DR1749A\a19.tre' 14277167 6,"\DR1749A\a7.tre" 14277168 7,'\DR1749A\a9.tre' 14277169 8,"\DR1749A\agab.tre" 14277170 9,'\DR1749A\c.tre" 14277171 10,"\DR1749A\cgab.Ve" 14277172 11,'\DR1749A\d.tre" 14277173 12,"\DR1749A\dgab.tre" 14277174 13,"\DR1749Ay,tre" 14277175 14,'\DR1749A\k.tre" 14277176 15,"\DR1749AU.tre" 14277177 16,'\DR1749A\m.tre" 14277178 17,"\DR1749A\s.tre" 14277179 t : No. 4.5161 i CC SITATE OF y O R December 19, 2002 A WARNING - Ve ft design parans rem and READ NOTES ON JWS AND REVERSE BIDE BEFORE USE. owersivis Design valid tot use only with MHek connectors. Ihb design Is, based Monty upon parameter shown, and Is for an Individual building component to be Installed and loaded vertically. AppBcobNty of design parameters and proper Incorporation of component Is tesponsiblUty of building designer - not truss designer. Btacing shown Is lot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responslbBlty of the erector. Addlilonat permanent bibeing of the ovetall structure Is the responslbWty of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and biactng, consult QST-88 Quality Standard, DSB-89 Bracing Specification, and HIS-91 M iTek® Handling Installinq and Bracing RscommwWation ovaBabtefrom Puss Plate Institute, 583 D'Onohlo Drive, Madison, WI 53719. 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. All 0 Q 0 For 4 x 2 orientation, locate plates/B" from outside edge of otrussandverticalweb. 0 This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MITek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required te continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. WWI O FORM019,019 ZA 0 HMRO-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 Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at 1/4 panel length(' 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. PANEL TM CLIP 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. J6b Truss Truss Type Qty Ply HORTON 14277162 DR1749A A ROOF TRUSS 18 1 optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MTek Industries, Inc. Thu Dec 19 16:58:20 2002 Page 11-0-0 7-0-9 13-5-4 19-10-0 , 26-2-12 , 32-7-7 39-8-0 401? 1-0-0 7-0-9 6-4-12 6-4-12 6-4-12 6-4-12 7-0-9 1-041 Scab • 1:57.2 i 58 = 5 5,00 12 3.4 i 3.4 a 5 54 54 3 7 2 a 0Igad1 3x8 = 14 13 12 11 10 US = 3.4= 34= US = 34= 3.4= 1 D-2-14 19-10-0 29-5-2 39-8-0 1D-2-14 9-7-2 9-7-2 10-2-14 Plate Offsets X Y: 2:0-4-2 0-1-8 3:0-3-0 0-3-0 7:0-3-0 0-3-0 8:0-4-2 0-1-8 LOADING(psf) SPACING 2-0-0 i CSI DEFL in (loc) Udefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.73 Vert(LL) 0.28 12 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.90 Vert(TL) -0.61 10-12 >764 BCLL 0.0 Rep Stress Incr YES WB 0.74 Horz(TL) 0.16 8 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min Udell = 360 Weight: 194 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-8-13 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=1936/0-8-0, 8=1936/0-8-0 Max Horz2=222(load case 4) Max Uplift2=-1009(load case 4), 8=-1009(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3676, 3-4=-3316, 4-5=-2334, 5-6=-2334, 6-7=-3316, 7-8=-3677, 8-9=14 BOT CHORD 2-14=3362, 13-14=2795, 12-13=2795, 11-12=2795, 10-11=2795, 8-10=3362 WEBS 3-14=-406, 4-14=538, 4-12=-855, 5-12=1322, 6-12=-855, 6-10=538, 7-10=406 NOTES (4) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001: 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1009 lb uplift at joint 2 and 1009 lb uplift at joint 8. pp 4) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. \ i 13 LOAD CASE(S) Standard tSTATEof :w s. o R o,.,'' L AWARNINO - Verjjy design parameters and READ NOTES ONTWS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is tot an individual building component to be Installed and loaded vertically. AppUeabBBy of design parameters and proper Incorporation of component is tesponsibBlty of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure dobBity during construction is the responsibility of the erects. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quaBty control. storage, dellvety, election and bracing, consull OST-85 Quality Standard. DSB-89 Bracing Specification, and NIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 393 D'Onof to Drive, Madison, WI53719. M iTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13i. * Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each u c other. WEBS JS a:3. Place plates on each face of truss at each For 4 x 2 orientation, locate Cr joint and embed fully. Avoid knots and wane plates 1/8" from outside edge of o a _ 4. at joint locations. truss and vertical web. o a o Unless otherwise noted, locate chords lacesP at /4 length(+ 6" fromcuC, panel adjacent joint.) BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, Ite unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018,019 N.al ® HMPO,AZR® Jab Truss Truss Type Qty Ply HORTON 14277163 DR1749A A11 ROOF TRUSS 1 1 Optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Thu Dec 19 16:58:20 2002 Page 5-9-14 11-0-0 16-10-11 22-9-5 28-8-0 33-10.2 39-8-0 40 8 p11-0-p 1-00 5-9-14 5-2-2 5-10-11 5-10-11 5-10-11 5-2-2 5-9-14 1-0-0 scab • 1:68.1 5x8 = 2.411 516 = 5) _ 4 5 8 7 S,00 FT 2.4 N 2x4 3 8 2 9 i aad 1 U5 = 16 15 14 13 12 11 3x8 = 30 = US = 3x8 = 3x4 = 34 = 3x4 = 8-3-14 16-10-11 22-9-5 31-4-2 39-8-0 8-3-14 8-6-13 5-10.11 8-6-13 8-3-14 Plate Offsets MY): 2:0-4-2 0-1-8 4:0-3-00-2-4 6:0-3-00-3-07:0-3-0 0-2-4 9:0-4-2 0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Udell PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.78 Vert(LL) 0.38 14 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.84 Vert(TL) -0.60 14-16 >783 BCLL 0.0 Rep Stress Incr YES WB 0.50 Horz(TL) 0.17 9 n/a BCDL 10.0 Code FBC2001 1st LC LL Min Vdefl = 360 Weight: 194 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-7-3 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 4-7-0 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=1936/0-8-0, 9=1936/0-8-0 Max Horz2=-134( load case 5) Max Uplift2=-954( load case 2), 9=-954(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1- 2=14, 2-3=-3797, 3-4=-3521, 4-5=-3773, 5-6=-3773, 6-7=-3767, 7-8=-3521, 8-9=-3797, 9-10=14 BOT CHORD 2- 16=3465, 15-16=3039, 14-15=3039, 13-14=3780, 12-13=3039, 11-12=3039, 9-11=3465 WEBS 3-16=- 292.4-16=420, 4-14=934, 5-14=-426, 6-14=-9, 6-13=-427, 7-13=925, 7-11=420.8-11=-292 I NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 954 lb uplift at joint 2 and 954 lb uplift at joint p 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 4..•• •... _ LOAD CASE( S) Standard • ; yL • r Y t : P10.4. 5161 i O STATE OFOR966'. L 0 wAmNo - v r•{ jy design parcanetaine cLnd R&w floras ox Tws Arm ruvaxss sma BEMRB UM. Design valid tot use only with MITek connecto/s. This design b based only upon parameters shown, and Is tot on Individual building component to be Installed and loaded vertically. ApplIcab8ity of design parameters and propel Incorpotatlon of component Is responsibWty of building designet - not truss designet. Btactng shown Is tot latetal support of Individual web members only. Additional temporary btacing to Insults stability durklg construction is the tesponslbitlty of the elector. Additlonal permanent brbcing of the overall structure Is the responslbNty of the building designer. For general guidance tegarding fabrication, quality control. storage, dellvety, election and bracing, consult CST-88 Quality Standard, DS8.80 Bracing Specification, and NIB-91 Handling Installing and Bracing RocommondatlonovaBable from Truss Plate Institute, 583 D'Onoftlo DtNe, Madbon, WI53719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t'i. * Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. ye J2 J3 J4 owner and all other interested parties.. 42. TOP CHORDS Cut members to bear tightly against each- u 23 other, o WEBS JS 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i , ; ; ¢ joint and embed fully. Avoid knots and wane from outside edge ofplattruss o_ d ° u at joint locations. truss and vertical web. a d a o 4. Unless otherwise noted, locate chordsplices at 14 length(+ 6" from ca C, C panel adjacent joint.) BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/ Gang-Nall Joint/Plate Placement Chart. FARTHESTTO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified, to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, 1 e 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 T~ erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM016, 019 OfMR0,4ZR Job Truss Truss Type Qty Ply HORTON 14277164 DR1749A A13 ROOF TRUSS 1 1 optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Thu Dec 19 16:58:21 2002 Page 6-9-14 13-0-0 174E-11 22-1-5 26-8-0 32-10-2 39-8-0 40-8-p11-0.0 -r-1 1-0.0 6-9-14 6-2-2 4-6-11 4-6-11 4-6.11 6-2-2 6.9-14 1-0-0 Scale • 1:6a.1 5' _ 3.4= 3.4= 5'_ 4 5 6 7 SW 12 U4 3A 3 6 d B2-7V a_ qq US = 15 14 13 12 11 US 2x4 11 5.8 = 30 = 5 8 = 2x4 11 i 6-9-14 1 13-0-0 1 19-10-0 26-8-0 32-10-2 39-8-0 6-9-14 6-2-2 6-10-0 6-10-0 6-2-2 6-9-14 Plate Offsets X Y: 2:0-4-2 0-1-8 4:0-3-0 0-2-4 7:0-3-0 0-2-4 9:0-4-2 0-1-8 12:0-2-12 0-3-0 14:0-2-12 0-3-0 LOADING (psf) SPACING 2-" CSI DEFL in (loc) Udefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.71 Vert(LL) 0.32 13 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.72 Vert(TL) -0.51 13-14 >923 BCLL 0.0 Rep Stress Incr YES WB 0.59 Horz(TL) 0.18 9 n/a BCDL 10.0 Code FBC2001 1st LC LL Min Udefl = 360 Weight: 204 lb UMBER BRACINGkOPCHORD2X4SYPNo.2D TOP CHORD Sheathed or 2-9-7 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-1-8 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 2=1936/0-8-0, 9=193610-8-0 Max Horz2=-154(load case 5) Max Uplift2=-925(load case 4), 9=-925(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3771, 3-4=-3114, 4-5=-2874, 5-6=-3237, 6-7=-2874, 7-8=-3114, 8-9=-3771, 9-10=14 BOT CHORD 2-15=3448, 14-15=3448, 13-14=3209. 12-13=3209, 11-12=3448, 9-11=3448 WEBS 3-15=127,3-14=-634,4-14=799,5-14=-523,5-13=74,6-13=74,6-12=-523,7-12=799,8-12=-634,8-11=127 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 925 lb uplift at joint 2 and 925 lb uplift at joint 9. It B Q p 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. _ •,......, LOAD CASE(S)Standard ,•'y`P i l+iA jj. No. 4.5161 STATE OF OR so,. ANAL A WARNING - Ver(& design parnmettrs and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use onty with Mffek connectors. this design b based only upon parameters shown• and b for an individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responslblBty of building designer - not truss designer. Bracing shown b for lateral support of Individual web members only. Additional temporary bating to Insure stability duling construction Is the responsiblllly of the erector. Additional permanent bracing of the overoll structure Is the iesponslblIlty of the building designer. For general guidance regarding fabrloatlon, qualify control storage, delivery, erection and bracing, consult QST-88 Quality Standard, DSI.89 Bracing Specification, and HIB-91 Handling metalling and Bracing Recommendation ovolbabfrom Truss Plate Institute, 583 D'Onofrlo Drlve, Madison. WI33719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 01 ro-t'i. * Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. J2 J3 J4 owner and all other interested parties.. 4 TOP CHORDS 73 2, Cut members to bear tightly against each 7 c2 other. Q WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate4 i , ; ; cc and embed fully. Avoid knots and wane plates/a" from outside edge of o_ a ° at joint locations. truss and vertical web. o a o 4. Unless otherwise noted, locate chords lacesP at I/4 length(' 6" frompanel adjacent joint.) BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/Gang-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. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown, Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised In handling, PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM019,019 aAMowaL ® MMJJ0.A1R® Job Truss Truss Type aty Ply HORTON 14277165 DR1749A A15 ROOF TRUSS 1 1 optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Thu Dec 19 16:58:21 2002 Page 7-9-14 15.0-0 19-10-0 2441-0 31-10-2 39-M 40-8-p 1-0-0 7-9-14 7-2-2 4-10-0 4-10.0 7-2-2 7-9-14 1-0-0 Scab • 1:68.1 5.00 F12 30= 516= 4 5 0 5.6 G 5x0 3 7 2 9 0Ig1 Ull = 13 12 11 10 axe = 2x4 11 5,16, = 5x8 = 2x4 11 7-9-14 15.0-0 24-&0 31-10-2 39.8-0 7-9-14 7-2-2 9-8-0 7-2-2 7-9-14 Plate Offsets X Y: 2:0-4-2 0-1-8 3:0-3-00-3-4 4:0-3-0 0-2-4 6:0-3-00-2-4 7:0-3-0 0-3-4 8:0-4-2 0-1-8 11:0-4-00-3-0 12:0-4-00-3-0 LOADING (psf) SPACING 2- M CSI DEFL in (loc) Well PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.88 Vert(LL) 0.27 12 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.83 Vert(TL) -0.62 11-12 >758 BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(TL) 0.17 8 n/a BCDL 10.0 Code FBC2001 1st LC LL Min Well = 360 Weight: 197 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D *Except* TOP CHORD Sheathed. 1-3 2 X 4 SYP NoAD, 7-9 2 X 4 SYP No.1D BOT CHORD Rigid ceiling directly applied or 4-11-3 oc bracing. BOT CHORD 2 X 4 SYP No.2D WEBS 2 X 4 SYP No.3 REACTIONS (Ib/size) 2= 1936/0-8-0, 8=1936/0-8-0 Max Horz2=-174(load case 5) Max Uplift2=-953(load case 4). 8=-953(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2= 14, 2-3=-3673, 3-4=-2887, 4-5=-2669, 5-6=-2669, 6-7=-2887, 7-8=-3673, 8-9=14 BOT CHORD 2-13= 3363, 12-13=3359, 11-12=2803, 10-11=3359, 8-10=3363 WEBS 3-13=147, 3-12=-767,4-12=668,5-12=-220,5-11=-22(j,6-11=668,7-11=-767,7-10=147 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7- 98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. it p ` 4) Provide mechanical connection ( by others) of truss to bearing plate capable of withstanding 953 lb uplift at joint 2 and 953 lb uplift at joint `9 tF- [7U4/ 8. 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. P ( Flo. LOAD CASE(S) Standard No. 4.5161 . o c CC STATE OF = s 0 R 10,'' L A WAJUaNO - Verj/) y design parameters and Raven N07ZS ON77US AND RE VERSE SWE BEFORE USE. ® Design valid tot use only with Mffek connectors. Thb design Is based only upon parameters shown, and b for an IndWuol butiding component to be Installed and loaded vedicalty. AppBoabMy of design parameters and proper Incorporation of component b tesponslblilly of building designer - not truss designer. Bracing shown Is far lateral support of Individual web members onty. Additional temporary bracing to Insure &lability during construction b the responsibility of the erector. Additional permanent btbcing of the overall structure b the responsibility of the building designer. For general guidance regarding fabrication, quality control storage, delivery, erection and txacing, consult OST-58 Quality Standard, DSI.89 Broclnp Specllication, and HIS-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onoftio Drive, Madison, WI $3719. MiTek® Symbols PLATE LOCATION AND ORIENTATION 44 re-1'/. * Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. All „ T 0 LrC*For 4 x 2 orientation, locate 0 plates 1/8" from outside edge of a truss and vertical web. o0 This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA rCB 17.08 Indicates location of required 00:1, continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. N MiTek® AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each Q joint and embed fully. Avoid knots and wane 0 at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at 1/4 panel length(' 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised In handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018,019 HMRO,AIR® i Job Truss Truss Type Qty Ply HORTON 14277168 DR1749A A17 ROOF TRUSS 1 1 optional) ACCU-SPAN-TH, LONGWOOD, FL j 5.000 s Sep 4 2002 MiTek Industries, Inc. Thu Dec 19 16:58:22 2002 Page i -O-Q 6-1-3 11-6-10 17-0.0 2241-0 28-1-6 3348-13 39-8-0 40-8-p 1-0-0 6-1-3 5-5-6 5-5-8 . 5-8-0 5-5.8 5-5.8 8-1-3 1-0-0 stab • 1:68.1 I 5= 5.8= 5 e I 3x4 3x4 4 I 2 Sx8 5x8 5.00 ri2 I j 3 8 2 I 9 g 3x8 = 18 15 14 13 12 11 3x8 = 3x4 = Us = US = 3x4 = 3x8 = 3.4 = 8-9-14 17-0-0 22-8-0 1 30-1 D-2 39-8-0 8-9-14 8-2-2 I 5-8-0 8-2-2 8-9-14 Plate Offsets X Y: 2:0-4-2 0-1-8 3:0-3-00-3-05:0-3-00-2-4 6:0-5-12 0-2-8 8:0-3-00-3-09:0-4-2 0-1-8 LOADING (psf) SPACING 2-" CSI DEFL in (loc) Udefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.67 Vert(LL) -0.27 13 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.82 Vert(TL) -0.51 11-13 >924 BCLL 0.0 Rep Stress Incr YES WB 0.71 Horz(TL) 0.16 9 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min Udefl = 360 Weight: 206 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-0-3 oc purlins. BOT CHORD 2 X 4 SYP No.2D {I BOT CHORD Rigid ceiling directly applied or 4-7-8 oc bracing. WEBS 2 X 4 SYP No.3 I WEBS 1 Row at midpt 6-14 REACTIONS (lb/size) 2=1936/ 0-8-0, 9=1936/0-8-0 Max Horz2=-194(load case 5) Max Uplift2=-978(load case 4), 9=-978(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-3768, 3-4=-3474, 4-5=-2650, 5-6=-2457, 8-7=-2650, 7-8=-3474, 8-9=-3768, 9-10=14 BOT CHORD 2-16=3440, 15-16=2991, 14-15=2991, 13-14=2457, 12 13=2991, 11-12=2991, 9-11=3440 WEBS 3-16=-317, 4- 16=439, 4-14=-723, 5-14=610, 6-14=0, 6 13=610, 7-13=-723, 7-11 =439, 8-11 =-317 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf: occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate i pable of withstanding 978 lb uplift at joint 2 and 978 lb uplift at joint9. b iE 5) Truss Engineer: JunaidieBudiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. + ...`.... LOAD CASE(S) Standard •'G` Q No. 4.5161 0+ STATE OF ,- oc• I/, vfr`Q jM PRA AweRnrnvo - verj% ydesign paramecenand 1RaAD xoras oxTffi8 AND RaVaRsls sma earotta USE. Design valld for use only with MDek conneclas. This design Is based lonty 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 responstbtBty of building designer - not truss designer. Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to Insure dablUty during construction Is the responsibility of the erector. Additional permanent brbcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and tielocing, consult CST-88 Ouattly Standard, DSB-89 Bracing Specification, and NIB-91 MiTek® Handling Installing and Bracing Recommendallonavallable fromTrussRoteInstBute, 593 D'Onotrlo Drive, Madison. Wl53719. Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 73 2. Cut members to bear tightly against each c2 other. 0 WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate a Q joint and embed fully. Avoid knots and wane plates I/e" from outside edge of O_ d y V at joint locations. truss and vertical web. a 4. Unless otherwise noted, locate chords licesP I/4oat panel length(* 6" from adjacent joint.) u C, C, BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in A J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7, Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9, Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, TM PANEL erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018,019 MAro-NAJL ® #fDR0.AgR Job Truss Truss Type Qty Ply HORTON 14277167 DR1749A A19 ROOF TRUSS 1 1 optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Thu Dec 19 16:58:22 2002 Page 11-4 6-9-3 12-10-10 19-" 26-9-6 32-10-13 39-8-0 4o-8-0120-8-0, Tl 1-0-0 6-9-3 6-1-6 6-1-6 141-0 6-1-6 6-1-6 6-9-3 1-0-0 Scads • 1:68.1 54 54 _ 5 5 5.00 F12 3x4 1 3.4 4 7 54 % 5xs h 3 8 1 2 1 6a_ d 1 t!gb9 yT 3x8 = 16 15 14 13 12 11 US = 3.4 = IS = 3.4 = 3x4 = 34 = 54 I 9-9-14 19.0-0. 20-8-0 29-10-2 39-8-0 9-9-14 9-2-2 i 1-8-0 9-2-2 9-9-14 Plate Offsets X Y: 2:0-4-2 0-1-8 3:0-3-0 0-3-05:0-3-00-2-4 6:0-3-00-2-4 8:0-3-00-3-09:0-4-2 0-1-8 11:0-3-00-3-0 LOADING (psf) SPACING 2-" CSI DEFL in (loc) Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1. 33 TC 10.57 Vert(LL) 0.34 14-16 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1. 33 BC 0.82 Vert(TL) -0.5311-13 >885 BCLL 0.0 Rep Stress Incr YES WB 0.46 Horz(TL) 0.17 9 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min I/def1= 360 Weight: 202 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.213 TOP CHORD Sheathed or 2-11-5 oc purlins. BOT CHORD 2 X 4 SYP No.20 BOT CHORD Rigid ceiling directly applied or 4-7-14 oc bracing. WEBS 2 X 4 SYP No. 3 WEBS 1 Row at midpt 4-14, 7-13 REACTIONS (lb/size) 2=1936/0- 8-0, 9=1936/0-8-0 i Max Horz2=214(load case 4) Max Uplift2=-1002(load case 4), 9=-1002(load case 5) FORCES (lb) -First Load Case Only TOP CHORD 1-2=29, 2- 3=-3900, 3-4=-3540, 4-5=-2536, 5-6=-2269, 6-7=-2536, 7-8=-3540, 8-9=-3900, 9-10=29 BOT CHORD 2-16=3488, 15- 16=2909, 14-15=2909, 13-14=2269, 12-13=2909, 11-12=2909, 9-11=3488 WEBS 3-16=409, 4-16= 560, 4-14=-862, 5-14=663, 6-13=663, 7-13=-862, 7-11=560, 8-11=409 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001: 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. i 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1002 lb uplift at joint 2 and 1002 lb uplift at j+ B joint 9. iE 5) TrussEngineer: Junaidie Budiman, PE# 45161. Address: 16472 Segovia Cir. N.. Pembroke Pines, FL 33331. ............ l I V\%LP e i LOAD CASE(S) Standard t : No. 4.5161 0 • OTATE OF = L AIVARNINO - Vend& design paninseters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid tot use onty with Mffek connectors. this design b based only upon parameters shown, and Is dot an Individual building component to be installed and boded vertbalY. Applicability of design parameters and proper Incotporallon of component Is iesponslb0lfy of bundklg designer - not truss designer. Bracing shown Is lot lateral support of individual web members only. Additional temporary bracing to Insure stability during construction Is the 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-6e Cuallty Standard, DSO-BO Braeing Specification, and HIB-91 Handling Instaillnp and Oroclng Recommendation avallable from Truss Rate Institute, 583 D'Onohb Drive, Madison, WI53719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/1 * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat*. 8 J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2, Cut members to bear tightly against each T other. o WEBS Q 3. Place plates on each face of truss at each For 4 x 2 orientation, locate 3 ; Qjoint and embed fully. Avoid knots and wane plates I/a" from outside edge of o a at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chords laces at I/4 length(+ 6" from PcaC, uIJ5 panel adjacent joint.) BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7. Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator, General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM016.019 MMRO,AZR® Job Truss Truss Type City Ply HORTON 14277168 DR1749A A7 ROOF TRUSS 1 1 optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MTek Industries, Inc. Thu Dec 19 16:58:22 2002 Page 11-0-0 3.9-14 1 7-0-0 10-4-0 16-8-0 23-0-0 294-0 32-8 0 35-10-2 3941-0 40-8-p 1-0-0 3-9-14 3-2-2 3-4-0 64-0 6-4-0 6-4-0 3-4-0 3-2-2 3-9-14 1-0-0 Stab • 1:68.1 axe = 54 = Wit= 7x8 = 84 = 44= 5,00 12 4 5 6 7 8 9 2x4 20 10 I 2 11 a 1LPJ 1 pd 1. = 20 19 18 17 18 15 14 13 4x8 = 44 = 7x8 = 4x9 = Bxl4 = 4x8 = 5x8 = 44 = 44 7-0-0 10-4-0 16-8-0 23-0-0 29-4-0 32-8-0 39-8-0 7-0-0 3-4-0 6-4-0 6-4-0 6-4-0 3-4-0 7-0.0 Plate Offsets X Y : 4:0-2-12 0-3-8 6:04-00-4-8 9:0-2-00-3-4 19:04-00-5-4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (too) Udefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 1.00 Vert(LL) 0.44 16 >794 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.98 Vert(TL) -0.54 14-16 >640 BCLL 0.0 Rep Stress [nor NO WB 0.98 Horz(TL) 0.07 11 n/a BCDL 10.0 Code FBC2001 1st LC LL Min I/defl = 360 Weight: 250 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D 'Except' TOP CHORD Sheathed or 2-2-1 oc purlins. 4-6 2 X 6 SYP SS, 6-9 2 X 6 SYP No.2ND BOT CHORD Rigid ceiling directly applied or 3-3-6 oc bracing. BOT CHORD 2 X 6 SYP No.2ND WEBS 1 Row at midpt 7-17 WEBS 2 X 4 SYP No.3 'Except' 2 Rows at 1/3 pis 5-17 5-17 2 X 4 SYP No.1 D, 7-17 2 X 4 SYP No.1 D, 8-16 2 X 4 SYP No.1 D a REACTIONS (lb/ size) 2=-382/0-8-0, 19=5682/0-8-0, 11=2386/0-8-0 Max Horz2=-95( load case 5) 1 Max Uplift2=- 706( load case 7), 19=-3785(load case 2), 11 =-1 452(load case 3) Max Grav2=225( load case 3), 19=5682(load case 1), 11=2395(load case 7) FORCES (lb) - First Load Case Only i TOP CHORD 1- 2=17, 2-3=1663, 3-4=2040, 4-5=4301, 5-6=-1807, 6-7=-1807, 7-8=-5106, 8-9=-5597, 9-10=4998, 10-11 =-5157,11-12=17 BOT CHORD 2- 20=-1520, 19-20=-1844, 18-19=-4301, 17-18=-4301,'16-17=5106, 15-16=5596, 14-15=5596, 13-14=4671, 11-13=4713 WEBS 3-20= 401, 4-20=893. 4-19=-3223, 5-19=-3396, 5-17=6677, 6-17=-976, 7-17=-3606, 7-16=480, 8-16=-536, 8-14=-588, 9-14=1215, 9-13=773,10-13=-89 NOTES (7) I 1) Unbalanced roof live loads have been considered for this design. (p] it 2) Wind: ASCE7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially:MWFRS gable end zone; cantilever left and right exposed ; porch left exposed;Lumber DOL=1.33 plate grip DOL=1.33. ....., 3) Provide drainage to l /C4 adequate prevent waterponding. • :`P 4) Provide mechanical connection (by others) of truss to bearing capable of withstanding 706 lb uplift at joint 2, 3785 lb at joint y plate uplift • and1452lb uplift at joint 11. 5) Girder carries hip end with 7-" end setback * 6) Special hanger( s) or connection(s) required to support concentrated load(s) 603.21b down and 435.51b up at 32-8-0, and 603.21b dow No. 4.5161 and 435.51b up at 7-0-0 on bottom chord. Design for unspecified connection(s) is delegated to the building designer. 7) Truss Engineer: Junaidie Budiman, PEt145161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. t p STATE•_ LOADCASE(S) Standard 1) Regular: Lumber Increase=1p.33, Plate Increase=1.33 •.Q R 10'! Uniform Loads (plf) V,( ` w•\l Vert: 1-4=-74. 0, 4-9=-154.2, 9-12=-74.0, 2-20=-20.0, 13-20= 11-13=-20.0 a ON L. I1.7, Concentrated Loads (lb) Vert: 20=-603.2 13=-603.2 AwARNINO - VerW design pasamsters and READ NOTES oN TBTB AND REVERES SIDE BEFORE UBE. Design valid tot use only with MITek connectors. This design b based ,onty upon parameters shown, and Is lot an individual building component to be Installed and boded vertbolty. Applicability of design parameters and proper Incorporation of component Is tesponslbMy of building designer - not truss deslgner. Bracing shown b for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the tesponslbUlty of the erector. Additional permanent bracing of the overall structure b the tesponslblitty of the building designer. For general guidance regording fabrication, quality control, stotage, delivery, erection and btactng, consulf CST-88 Cual„y Standard, DSO.89 tracing Specification, and HIB-91 Handling installing and tracing RecommendationavaUable from Ttuu Plate Institute, 593 D'Onotrb Drive. Madison, W153719. M iTe k® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property t'i4 * Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. Ye J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each c2 c other. o WEBS J5 Q 3. Place plates on each face of truss at eachQ"'*For 4 x 2 orientation, locate i ,; ;Qjoint and embed fully. Avoid knots and wane plates/B" from outside edge of O a at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chords lacesP at /4 length(+ 6" fromuc6panel adjacent joint.) BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 1, Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, 1 e unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, PANEL TM erection and installation of trusses, 1993 Mitek Holdings, Inc. CLIP FORM018,019 HYDRO-AIRO Job Truss Truss Type Oty Ply HORTON 14277169 DR1749A A9 ROOF TRUSS 1 1 o tional ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Thu Dec 19 16:58:23 2002 Page i1-0-? 4.9-14 9-0-0 16-2-11 23-5-5 , 30-8-0 34-10-2 39-8-0 lo- pT 1-0-0 4-9-14 4-2-2 7-2-11 7-2-11 7-2-11 4-2-2 4-9-14 1-0-0 Stele - 1:68.1 i 5x5 = 5x5 = 5x8 = 3x4 = a 5.00 12 5 8 7 2.4 \\ 2x4 3 B 2 9 1 1 p d qq d 34 = 17 15 15 14 13 12 11 IS 30 = 7x11 = 34 = 3x4 = 34 = 7.8 = 3x4 = 5-5-14 10-4-0 19-10-0 29.4-0 34-2-2 39-8-0 5-5-14 4-10.2 9-6-0 9-6-0 4-10-2 5-5-14 Plate Offsets X Y: 4:0-3-0 0-2-4 5:0-3-00-3-07:0-3-0 0-2-4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP TCLL 30. 0 Plates Increase 1.33 TC 0.80 Vert(LL) 0.13 12 >999 M1120 249/190 TCDL 7. 0 Lumber Increase 1.33 BC 0.63 Vert(TL) -0.37 12-14 >942 BCLL 0. 0 Rep Stress Incr YES WB 0.91 Horz(TL) 0.04 9 n/a BCDL 10. 0 Code FBC2001 1st LC LL Min Well = 360 Weight: 190 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 3-4-5 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 5-3-11 oc bracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 5-16 I REACTIONS ( lb/ size) 2=19/0-8-0, 16=2578/0-8-0, 9=1275/0-8-0 Max Horz2= 114(load case 4) Max Uplifl2=- 317(load case 7), 16=-1532(load case 2), 9?-637(load case 3) Max Grav2= 87(load case 6), 16=2578(load case 1), 9=1289(load case 7) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=723, 3-4=829, 4-5=1537, 5-6=-1186, 6-7=-1776, 7-8=-2195, 8-9=-2307, 9.10=14 BOT CHORD 2-17=-658, 16-17=-1135, 15-16=467, 14-15=467, 13-14=1725, 12-13=1725, 11-12=1737, 9-11=2100 WEBS 3- 17=-319,4-17=546,4-16=-1211,5-16=-2384,5-14=1.043,6-14=-781,6-12=61,7-12=117,7-11=424,8-11=-224 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ; porch left exposed;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. pp 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 317 lb uplift at joint 2, 1532 lb uplift at joint 16 and 637 lb uplift at joint 9. .........., 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. l F/1. P LOADCASE( S) Standard No. 4. 5161 ,t rTATE OF r.we• s onra. AWARNING - Verjjy cUslyn parameter,, and READ NOTES ONTMS AND REVERSE SME EEPORa USE. Design valid for use only with MOek connectors. This design is based only upon parameters shown, and is for an Individual building component to be installed and boded vertically. AppUeablilty 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 iesponsiblity of the building designer. For general guidance regoiding fabrication, quality control, storage, delivery, erection and bracing, consull OST-88 OualBy Standard, DSB-89 Bracing Specification, and NIB-91 Handling Installing and Bracing Recommendation ovailable from Truss Plate institute, 583 D'Onofrb D1Ne, Madison, Wl53719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 11/1 *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. Ye J2 J3 J4 owner and all other interested parties.. TOP CHORDS 73- 2. Cut members to bear tightly against each other. JSoWEBS 3. Place plates on each face of truss at each For 4 x 2 orientation, locate oz a , ; ; Q joint and embed fully. Avoid knots and wane plates from outside edge of 0 o_ d at joint locations. dtrussand vertical web. a o 4. Unless otherwise noted, locate chordsplices at I/4 length(+ 6" from capaneladjacent joint.) BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT 7. Camber is a non-structural consideration and MRek/ Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility PtYof truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/ DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, IlIIIIIerection PANEL TM and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM016, 019 MYDRO,AZR0 Job Truss Truss Type Oty Ply HORTON 14277170 DR1749A AGAB ROOF TRUSS 1 1 optional) ACCU-SPAN-TH, LONGWOOD. FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Thu Dec 19 16:58:24 2002 Page 11-0-0 7-0.9 13-5-4 I 19-10-0 26-2-12 32-7-7 39-8-0 40 8 p 1-0-0 7-0-9 64-12 6-4-12 64-12 6-4-12 7-0-9 1 0 D Scale • 1:67.2 i 5 5 5.00 12 3x4 30 4 8 Sa8 54 3 7 2 5 8l0d_dd1 US = 14 13 12 11 10 3.8 = 3A = IS = Uri = 34 = 3.4 = 10-2-14 19-10-0 29-5-2 39-8-0 1D-2-14 9-7-2 9-7-2 10-2-14 Plate Offsets (X,Y): (2:0-4-2,0-1-8], [3:0-3-0,0-3-0], (7:0-3-0,0-3-0], [8:0-4-2,0-1-8], (35:0-M,0-0-0], [35:0-",0-M], [36:0-",0-0-0], (37:0-",0-0-0], (38:0-M,O-"), [38:0-" 0-0-0], [39:0-0-0,0-0-0), [40:0-0-0,0-0-0], [41:0-M,O-"), (42:0-M,0-0-0), [43:0-M,0-0-0], [43:0-0-0,0-0-0), [44:0-0-0,0-0-0), [45:0-0-0,0-M), (46:0-",0-0-0] 47:0-M 0-0-0 48:0-0-0 0-0-048:0-0-00-0-0 49:0-M 0-0-0 50:0-0-0 0-0-0 51:0-0-0 0-M 52:0-0-0 0-0-053:0-0-0 0-0-054:0-0-0 0-0-0 LOADING (psf) SPACING 2-" CSI DEFL in (loc) Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.81 Vert(LL) 0.28 12 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.95 Vert(TL) -0.61 10-12 >764 BCLL 0.0 Rep Stress Incr NO WB 0.74 Horz(TL) 0.16 8 n/a BCDL 10.0 Code FBC2001 1st LC LL Min Vdefl = 360 Weight: 292lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 2-7-0 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 OTHERS 2 X 4 SYP No.3 REACTIONS (lb/size) 2= 1936/0-8-0, 8=1936/0-8-0 Max Horz2=222(load case 4) Max Uplift2=-1009(load case 4), 8=-1009(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2= 14, 2-3=-3676, 3-4=-3316, 4-5=-2334, 5-6=-2334, 6-7=-3316, 7-8=-3677, 8-9=14 BOT CHORD 2-14= 3362, 13-14=2795, 12-13=2795, 11-12=2795, 10-11=2795, 8-10=3362 WEBS 3-14=-406, 4-14=538,4-12=-855,5-12=1322,6-12=-855,6-10=538,7-10=-406 NOTES (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7- 98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable bp end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable ........... • End Detail" Q 4) All plates are 2x4 M1120 unless otherwise indicated. G 5) Gable studs spaced at 2-0-0 oc. r ; 6) Provide mechanical connection ( by others) of truss to bearing plate capable of withstanding 1009 Ib uplift at joint 2 and 1009 lb uplift a ,• * : joint 8. No. 4 5161 7) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard f v • STATE OF i s•`ZOaIoa' PNAL A WARNING - Vert& design paramstersr and READ NOTES ON TRTS AND REVERSE SSE BEFORE USE. Design valid for use only with MITek connectors. This design Is based only upon parameters shown, and b for an Individual building component to be Installed and boded verticolly. Applicability of design parameters and proper Incorporation of component b responslbWty of building designer - not truss designer. Bracing shown Is for bteral support of Individual web members only. Additional temporary bract ng to Insure dabBBy during construction Is the responsibility of the erector. Additional permanent bractrp of the overall structure b the responslblilty of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consull QST-88 Quality Standard, DSB-BD tracing Specification, and NIB-91 Handling Installing and Bracing Recommendallonava0b abfrom Truss Plate institute, 583 D'Onohb Drive, Madison, Wl53719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. 4 J2 J3 J4 owner and all other interested parties.. TOP CHORDS 73- 2, Cut members to bear tightly against each ci other. o WEBS JS 3. Place plates on each face of truss at each For 4 x 2 orientation, locate i , ; ; Q joint and embed fully. Avoid knots and wane plates from outside edge of d ° ~ O at joint locations. truss and vertical web. d CL o 4. Unless otherwise noted, locate chordsplices at I/4 len th 6 from ce 06 panel adjacent oint. 9 (+ 1 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-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFTTO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9, Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown, Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional M iTek® engineer. 15. Care should be exercised In handling, TMPI PANEL erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018,019 HMRO,AZR I Job Truss Truss Type Qty Ply HORTON 14277171 DR1749A C ROOF TRUSS 1 1 optional) CCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MTek Industries, Inc. Thu Dec 19 16:58:24 2002 Page 1 0 0 5-2-14 I 9-10-0 14-5-2 19-3-0 1-0-0 5-2-14 4-7-2 4-7-2 4-9.14 Scab • 1:33.3 44 = 4 5.a0 F12 2.4 2x4 i 3 5 I 8 2 3.4 = 5 8 = 3.4 = 9-1 D-0 19-3-0 9-10-0 9-5-0 Plate Offsets X Y : 7:04-00-3-0 LOADING ( psf) SPACING 2-" I CSI DEFL in (loc) I/deFl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.38 0. 54 Vert( LL) 0.06 7 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC Vert(TL) -0.22 6-7 >999 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(TL) 0.03 6 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min Well = 360 Weight: 82 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.213 TOP CHORD Sheathed or 5-1-10 oc purlins. BOT CHORD 2 X 4 SYP No.213 BOT CHORD Rigid ceiling directly applied or 7-0-1 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS ( lb/size) 6=883/0-3-0, 2=986/0-8-0 Max Horz2=131(load case 4) Max UplifS=438(load case 5), 2=-537(load case 4) FORCES ( lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-1487, 3-4=-1088, 4-5=-1088, 5-6=-1455 BOT CHORD 2-7=1354, 6-7=1315 WEBS 3-7=-383, 4-7=483, 5-7=-340 NOTES ( 4) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 438 lb uplift at joint 6 and 537 lb uplift at joint 2. bb 4) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 91 4• LOAD CASETS) Standard G` i(;; r t : No. 4. 5161 'k STATE OFesee ORoverIOA' JUfALI WARNING - Veryk design parameters and READ NOTES ONITWS AND REVERSE SIDE BEFORE USE. Design volld for use only with MRek connectors. This design Is based only upon parameters shown, and b tot on IndWuol building component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component Is tesponslblUty of buAding designer - not truss designer. Bracing shown Is tot lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction Is the tesponslbBtfy of the erector. Additional permanent bAicing of the overall structure Is the Iesponslb0lty of the bundtng designer. For general guidance regarding fabrication, quality contiot. storage, delivery, election andTwitsbracing, consult CST-,3 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installing and Bracing Recommendation available from TRate Institute, $83 D'Onofrb Drive. Madison, WI53719. M iTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 44 to,t'i. *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. fie J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2. Cut members to bear tightly against each c2 a other. o WEBS J5 ac 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o „ , ; ; ¢ X '' joint and embed fully. Avoid knots and wane plates from outside edge of o_ a ° at joint locations. dtrussand vertical web. a o 4. Unless otherwise noted, locate chordsplices I/ 4 atpanel length(+ 6" from adjacent joint.) C8C, u BOTTOM CHORDS This symbol indicates the 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 V J6 lumber shall not exceed 19%at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MRek/ 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. 8. Plate type, size and location dimensions PLATE 512E shown indicate minimum plating requirements. The first dimension is the width 4 4 to Second CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and X perpendicular slots. in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/ DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised In handling, TM PAPENEIerection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM016. 010 HYDRO,AIR0 Jeb Truss Truss Type Oty Ply HORTON 14277172 DR1749A CGAB ROOF TRUSS 1 1 optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 Is Sep 4 2002 MiTek Industries, Inc. Thu Dec 19 16:58:26 2002 Page 1-0-0 5-2-14 9-10-0 14-5-2 19-8-0 20-" I 1-0-0 5-2-14 4-7-2 4-7-2 5-2-14 1-0-0 Scale " 1:35.1 44 4 2.4 11 2.4 11 5.00 r12 2.4 W i 3 5 2.411 2.4 II 11 .411 0 0 2 II II 5 2.4 11 2.4 11 2.411 a 20 11 2.4 11 2.411 9-10-0 19-8-0 9-10-0 9-1D-0 I Plate Offsets X Y: 8:0-4-00-3-0 16:0-0-0 0-0-017:0-M 0-0-0 18:0-0-00-M f 9:0-0-0 0-0-0 20:0-0-0 0-0-0 21:0-0-0 0-0-0 22:0-M 0-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.42 10.59 Vert( LL) 0. 06 8 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC Vert(TL) -0.22 6-8 >999 BCLL 0.0 Rep Stress Incr NO WB ' 0.19 Horz(TL) 0.04 6 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min Udefl = 360 Weight: 102 lb LUMBER i BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 5-0-10 oc puriins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 6-11-4 oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 e REACTIONS (lb/ size) 2=996/0-8-0, 6=996/0-8-0 Max Horz2=122( load case 4) Max Uplift2=-541( load case 4), 6=-541(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1- 2=14, 2-3=-1510, 3-4=-1113, 4-5=-1113, 5-6=-1510, 6-7=14 BOT CHORD 2- 8=1376, 6-8=1376 WEBS 3-8=- 382, 4-8=502, 5-8=-382 I NOTES (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category II; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 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 l F / mechanical connection (byothers) of truss to bearing plate capable of withstanding 541 lb uplift at joint 2 and 541 lb uplift at join • .`QI 6 G • •; 6) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. •' LOAD CASE(S) Standard ` t No. 4. 5 fit r 1 0 STATEofSNAf.• A WARMWO - v r(fy design pwn"Wem and READ NOTES ON TH7S AND REVERSE SIDE BEFORE USE. Design valid for use only with M9ek connectors. This design is based only upon parameters shown, and is for an hdMduol building component to be Installed and loaded vertically. AppOcabMy of design parameters and proper incorporation of component is responsibility of building designer - not truss destgnei. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability duting construction is the tesponsibillty of the erectot. Additional permanent brbchg of the overall stiucture is the iesponslbWty of the building designer. For general guidance tegardhg fabrication, quality control, stotoge, delivery, erection and Wacing, consult CST-88 Quality Standard, DSB-89 Bracing Specification, and HIB-91 Handling Installing and Bracing Recommendation available horn Tiuu Plate institute, 583 D'Onofrlo Drive, Madison, WI53719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION . Failure to Follow Could Cause Property 13/1 *Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. 8 J2 J3 J4 owner and all other interested parties.. A TOP CHORDS 2. Cut members to bear tightly against each cz c other. o WEBS JS a: 3. Place plates on each face of truss at each For 4 x 2 orientation, locate o Q11 joint and embed fully. Avoid knots and wane plates/a" from outside edge of 0 at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chord P at 1/4 length(+ 6" fromCaC, panel adjacent joint.) BOTTOM CHORDS This symbol indicates the 5, Unless otherwise noted, moisture content of required direction of slots in 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 Mlrek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT To RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA iCB 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 T~ erection and installation of trusses, 1993 Mitek Holdings, Inc. CLIP FORM018,019 ono -Nagy ® #fMJ7 .A1R ® Jeb Truss Truss Type Oty Ply HORTON 14277173 DR1749A D ROOF TRUSS 1 1 optional) ACCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Thu Dec 19 16:58:27 2002 Page 1-0-0 5-2-0 , 10-4-0 , 11-4-0 1-0-0 5-2-0 5-2-0 1-0-0 Scale • 1:20.1 44 3 INSTALLATION CRITICAL AS TRUSS MAY NOT BE ROTATED END FOR END. 5.00 F12 z' 9 5 la 11 3.4 _ 820i 3.4 = 3.811 5-2-0 9-8-0 10-4-0 5-2-0 4-6-0 D-8-0 Plate Offsets X Y : 4:0-1-14 0-0-2 4:0-0-4 Ed e LOADING (psf) SPACING 2-" CSI DEFL in (loc) Udefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.39 Vert(LL) -0.01 6 >999 M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC , 0.52 Vert(TL) -0.02 6 >999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.01 4 n/a BCDL 10.0 Code FBC2001 1st LC LL Min UdeFl = 360 Weight: 39 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-0-0 oc purfins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. WEBS 2 X 4 SYP No.3 WEDGE Right: 2 X 4 SYP No.3 e REACTIONS (lb/size) 2=561/0-3-0, 4=561/0-3-0 Max Horz2=-75(load case 5) Max Uplift2=-318(load case 4), 4=-318(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-596, 3-4=-596, 4-5=14 BOT CHORD 2-6=547, 4-6=547 WEBS 3-6=101 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 318 lb uplift at joint 2 and 318 lb uplift at joint `9 E f7pp 4) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 4. QS l F 5) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. j G • LOAD CASE(S) Standard * ' N0.451 fil STATE OF t CV A WARNING - Ver ffly design pannmeter a and READ NOTES ON 77M AND RE VERSE SWE BEPORE USE. Design valid for use only with MlTek connectors. This design is based only upon parameters shown, and is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responslbiBty 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 bNcing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST-68 OualBy Standard, DSB-89 Bracing Specification, and HIS-91 Handling tnstallim and Bracing Recommendation available from Truss Plate Institute, 593 D'Onofrlo Drive, Madison, W153719. MiTek® Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. A„ 0 Q For 4 x 2 orientation, locate 0 plates 1/8" from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 JB J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING AT THE LOWEST JOINT MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 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® 4tO AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each cc joint and embed fully. Avoid knots and wane o at joint locations. a 4. Unless otherwise noted, locate chord splices 0 at /4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19 % at time of fabrication. TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised In handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. FORM018, 019 Job Truss Truss Type Qty Ply HORTON 14277174 DR1749A DGAB ROOF TRUSS 1 1 Optional) 9CCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Thu Dec 19 16:58:28 2002 Page 5-2-0 10-4-0 11-4-0 1.0-0 5-2-0 5-2-0 1-0.0 Scala • 1:20.1 4.6 = 3 INSTALLATION CRITICAL AS TRUSS MAY NOT BE ROTATED END FOR END. 2x4 11 I 2x4 II 5.00 12 i I 4 2 5 1 20 It 2.411 2W II axe II 3x4 = 0 30 = 5-2-0 9-8-0 10.4-0 5-2-0 4-6-0 0-8-0 Plate Offsets X Y : 4:0-1-14 0-0-2 4:0-0-4 Ed e LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Well PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.43 Vert(LL) -0.01 6 >999 MII20 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.56 Vert(TL) -0.02 6 >999 BCLL 0.0 Rep Stress Incr NO WB 0.03 Horz(TL) 0.01 4 n/a BCDL 10.0 Code FBC2001 1 st LC LL Min Well = 360 Weight: 43 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.21) TOP CHORD Sheathed or 6-" oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 WEDGE Right: 2 X 4 SYP No.3 REACTIONS (Ib/size) 2=564/0-3-0.4=560/0-1-8 Max Horz2=-75(load case 5) Max Uplift2=-319(load case 4), 4=-316(load case 5) FORCES (lb) - First Load Case Only TOP CHORD 1-2=14, 2-3=-603, 3-4=-602, 4-5=14 SOT CHORD 2-6=553, 4-6=553 WEBS 3-6=101 NOTES (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category It: exposure B; partially;MWFRS gable pp end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" 4) Gable 2-0-0studsspacedat oc. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 319 lb uplift at joint 2 and 316 lb uplift at j 4. No, 4.5161 7) Beveled or shim required to full bearing surface with truss chord 4. plate provide at joint(s) 8) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cit. N., Pembroke Pines, FL 33331. ' LOAD CASE(S) Standard O % .STATE OF Sa V AwAftmm - vef•ijjy design panameten and R&w Hordes ON rffis AND ReveRsc sme Br"Rs use. Design valid for use only with MITek connectors. This design is based only upon parameters shown• and is for an individual building component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component is responsibWty of bu0ding designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stabally during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the iesponsitAly of the building designer. For general guidance regarding tobrtation, quality control, storage, deilvery, erection and bracing, consult OST-88 Quality Standard, OSB-89 Bracing Specification, and HIB-91 Handling Installlnq and Bracing Recommendation available from Truss Plate Institute, 593 D'Onofrb Drive. Madison, Wl53719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/1. * Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, propertysecurelyseat. J2 J3 J4 owner and all other interested parties.. Al TOP CHORDS 2. Cut members to bear tightly against each7czc other. o WEBS J5 a:3. Place plates on each face of truss at each For 4 x 2 orientation, locate o , 3 ; ¢ c) o_ joint and embed fully. Avoid knots and wane at joint locations. plates/B" from outside edge of a y V truss and vertical web. a o 4. Unless otherwise noted, locate chords lacesP I14at panel length(+ 6" from adjacent joint.) ca u BOTTOM CHORDSThissymbolindicatesthe 5. Unless otherwise noted, moisture content of required direction of slots in Jt J8 J7 J6 lumber shall not exceed 19%at. time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7, Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements, The first dimension is the width CONNECTOR PLATE CODE APPROVALS 9. Lumber shall be of the species and size, and 4 X 4 perpendicular to slots. Second in all respects, equal to or better than the dimension is the length parallel grade specified. to slots. BOCA 86-93, 85-75, 91-28 10. Top chords must be sheathed or purlins LATERAL BRACING HUD/FHA TCB 17.08 provided at spacing shown on design. Indicates location of required 11. Bottom chords require lateral bracing at 10 continuous lateral bracing. ICBO 1591, 1329, 4922 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. SBCCI 87206, 86217, 9190 12. Anchorage and/or load transferring WISC/DILHR 870040-N, 930013-N, 910080-N connections to trusses are the responsibility of BEARING others unless shown. Indicates location of joints at 13. Do not overload roof or floor trusses with which bearings (supports) occur. stacks of construction materials, 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, TM PANEL erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018,019 O/WdyVAtL HYOR04IR0 a i Jeb Truss Truss Type Oty, Ply HORTON 14277175 DR1749A J ROOF TRUSS 14 1 I optional) ACCU-SPAN-TH, LONGWOOD, FL I 5.000 s Sep 4 2002 MiTek Industries, Inc. Thu Dec 19 16:58:29 2002 Page 1-0-0 7-0-0 1 0 0 i 7-0-0 J Scale - m6.6 I i 5.00 12 i 2 i a 2.4 = 7-0-0 7-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.64 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.16 Vert(TL) -0.26 1 >65 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Udefl = 360 Weight: 23 Ile LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 6-" oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 3=234/Mechanical, 2=424/0-8-0, 4=66/Mechanical Max Horz2=221(load case 5) Max Uplift3=-255(load case 5). 2=-175(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=29, 2-3=75 BOT CHORD 2-4=0 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 1 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 255 lb uplift at joint 3 and 175 lb uplift at joint 2. 4) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard p t : No, 4.5161 iSTATEOF ,r V AWARNINO - VerjJy design panameten and READ NOTES ONTEW AND REVERSE SIDE HEPORE USE. Design valid for use onty with Mltek connectors. Thb design Is based onty upon parameters shown, and Is for on tndMdual building component to be Installed and loaded vertically. Applicability of design parameters atid proper Incorporation of component Isresponsiblty of building designer - nod truss designer. Bracing shown Is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction Isthe iesponsibBity of the erector. Additional permanent bracing of the overall structure b the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection andJbnacing, consult OST-88 Quality Standard, DSB-80 Bracing Specification, and HIB-91 Handilna Installing and Bracing Recommendation available from Truss Rate Institute, SW D'Onofrb Drive, Madison, w15371 V. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/' * Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. J2 J3 J4 owner and all other interested parties.. TOP CHORDS 2, Cut members to bear tightly against each c: Q other. O WEBS J5 a:3. Place plates on each face of truss at each For 4 x 2 orientation, locate O ;, , QXK, 3 ' ; joint and embed fully. Avoid knots and wane plates /e" from outside edge of o a at joint locations. truss and vertical web. a o 4. Unless otherwise noted, locate chordsplices at 14 length(+ 6" from ca, C, C6 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-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions PLATE SIZE shown indicate minimum plating requirements. The first dimension is the width 4 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, 400" 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. stocks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional MiTek® engineer. 15. Care should be exercised in handling, PANEL TM erection and installation of trusses. 1993 Mitek Holdings, Inc. CLIP FORM018, 019 MArVQ-NNE ® OfMRv aiR® i Job Truss Truss Type Oty Ply HORTON 14277176 DR1749A K ROOF TRUSS 4 1 1 optional) P,CCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Thu Dec 19 16:58:29 2002 Page 1-0-0 i 5-0-0 1-0-0 5-0-0 Scab • 1:13,0 I 5.00 22 2 i 1 4 2.4 = 5-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.30 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.08 Vert(TL) -0.08 1 >199 BCLL 0.0 Rep Stress Incr YES WB I0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st 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-M oc bracing. REACTIONS (lb/size) 3=155/Mechanical, 2=335/0-8-0, 4=46/Mechanical Max Horz2= 161 (load case 5) Max Uplift3=-178(load case 5), 2=-159(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=29, 2-3=50 BOT CHORD 214=0 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001: 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 178 lb uplift at joint 3 and 159 lb uplift at joint 2. 4) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cit. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard pp 1 No.4.5161 e STATE OF 0RID'. er.wees ANAL AW. MNO - VerW design parameters and READ NOTES ONITHIS 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 tot lateral support of Individual web members only. Additional temporary bracing to Insure stability during condiuction is the responsibility of the erector. Additional permanent bracing of the overall druetuie is the responslblilty of the building designer. For general guidance regarding fobrcation, quality control, storage, delivery, erection and btacing, consult QST-„ Quality Standard, DSB-89 Bracing Specification, and HIS-91 Handling Installing and Bracing Rescamesmndaflon available from Plateate Institute, 583 D'Onofrb Drlve, Madison, WI53719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1'/' * Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply plates to both sides of truss and l . Provide copies of this truss design to the securely seat. building designer, erection supervisor, property 1 J2 J3 J4 TOP CHORDS owner and all other interested parties.. 2, Cut members to bear tightly against each other. a:3. WEBS JS Place plates on each face of truss at each For 4 x 2 orientation, locate o 0 a Q O joirlt and embed fully. Avoid knots and wane at joint locations. plates from outside edge of d truss andd vertical web. a 4. Unless otherwise noted, locate chordsplices u C, u o at I/4 panel length(+ 6" from adjacent joint.) This symbol indicates the BOTTOM CHORDS 5. Unless otherwise noted, moisture content of required direction of slots in J1 J8 J7 J6 lumber shall not exceed 19%at time of connector plates. fabrication. For tabular plating format refer to the MITek/ Gang-Nall Joint/Plate Placement Chart. PLATE SIZE JOINTS AND CHORDS ARE NUMBERED CLOCKWISE AROUND THE TRUSS STARTING ATTHE LOWESTJOINT FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required 101, continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 BEARING Indicates location of joints at which bearings (supports) occur. FORM018. 019 WISC/ DILHR 870040-N, 930013-N, 910080-N MiTekOf MRO-AIR 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, TM erection and installation of trusses. PANEL CLIP © 1993 Mitek Holdings, Inc. i Job Truss Truss Type Oty Ply HORTON 14277177 DR1749A L ROOF TRUSS 4 1 optional) ACCU-SPAN-TH, LONGWOOD, FL I 5.000 s Sep 4 2002 MiTek Industries, Inc. Thu Dec 19 16:58:30 2002 Page 1-0-0 3-0-0 1-0-0 3-0-0 Scale - 1:8.7 i 5.00 u z I I I I I 3-0-0 3-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) Udefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.11 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.03 Vert(TL) 0.01 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Udefl = 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. REACTIONS (lb/size) 3=69/Mechanical, 2=253/0-8-0, 4=26/Mechani I I Max Horz2=101(load case 5) Max Uplift3=-99(load case 5), 2=-149(load case 4) FORCES (lb) - First Load Case Only TOP CHORD 1-2=29, 2-3=-54 BOT CHORD ? 4=0 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 99 lb uplift at joint 3 and 149 lb uplift at joint 2. 4) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. LOAD CASE(S) Standard r No. 4.5161 ,t 53 STATE OF 0 R ANAL AWARI ING - VerW design parameter and READ N072S ON17=9 AND REVERSE SWE BEFORE USE. Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for on individual building component to be Installed and boded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the , responsibility of the erector. Additional permanent brbcing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and broclng, consult QST-lift Quality Standard, 0SB-99 Bracing Specification, and NIB-91 Handling Installlnq and Bracing Recomm/xWatlonavollable from Truss Plate Institute, 593 D'Onofrb Drive, Madison, WI53719. MiTek® l Symbols PLATE LOCATION AND ORIENTATION 13/. *Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. A„ For 4 x 2 orientation, locate plates 1 /8" from outside edge of truss and vertical web. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS C2 c-3 WEBS01 JS o O CL y U a ce w u BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MiTek/Gang-Nail Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. Mi! MiTek® TM PANEL CLIP FORM018.010 a-tiu HMRD.AZR® AGeneral Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.. 2. Cut members to bear tightly against each other. 3. Place plates on each face of truss at each 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. I Job Truss Truss Type Qty Ply HORTON 14277178 M1749A M ROOF TRUSS 4 1 optional) RCCU-SPAN-TH, LONGWOOD, FL i 5.000 s Sep 4 2002 MiTek Industries, Inc. Thu Dec 19 16:58:31 2002 Page a 1-0-0 1-0-0 1-0-0 1-0-0 Scab • 1:5,2 i 2 5.01) i 1 4 1-0-0 2xa 1-0-0 LOADING (psf) SPACING 2-" CSI DEFL in (loc) Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.08 Vert(LL) n/a - n/a M1120 249/190 TCDL 7.0 Lumber Increase 1.33 BC 0.00 Vert(TL) 0.01 1 >999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a BCDL 10.0 Code FBC2001 Matrix) 1 st LC LL Min Vdefl = 360 Weight: 5 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2D TOP CHORD Sheathed or 1-OA oc pudins. BOT CHORD 2 X 4 SYP No.2D i BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. REACTIONS (lb/size) 3=-17/Mechanical, 2=177/0-8-0, 4=9/Mechanical Max Horz2=53(load case 4) Max UplifG=-25(load case 5), 2=-142(Ioad case 4) IdMaxGrav3=31(load case 4), 2=177(load case 1), 4=9(lo case 1) FORCES (lb) - First Load Case Only TOP CHORD t-2=28, 2-3=-37 BOT CHORD 24=0 NOTES (4) 1) Wind: ASCE 7-98 per FBC2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=S.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 25 lb uplift at joint 3 and 142 lb uplift at joint 2. 4) Truss Engineer: Junaidie Budiman, PE#45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. r LOAD CASE(S) Standard p t No, 4.5161 t0+'. STAB E OF ill 4 '41o coa'' Ottei 4NAL A WAXM G - VerW &sign panurssteR and READ 1POTES ON THIS AND RE VERSE BIDE BEPORS USE. Design valid tot use only with MRek connectors. this design Is bcsedl only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. APplIcablilty of design parameters antl proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown Is tot lateral support of Individual web mebers only. Additional temporary bracing to Insure stability during construction Is the responsibility of the erector. Additional permanent bracing of themverall 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 SpecIncaflon, and NIB-91 Handling Installing and Bracing Recommendatlon available from Truss Plate institute, 583 D'Onohlo Drive, Madison, WI 53719. MiTek® Symbols Numbering System AGeneral Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/. *Center plate on joint unless Damage or Personal Injurydimensionsindicateotherwise. Dimensions are in inches. Apply plates to both sides of truss and 1. Provide copies of this truss design to the seat. building designer, erection supervisor, property securely J2 J3 J4 TOP CHORDS owner and all other interested parties.. u a 2. Cut members to bear tightly against each other. O WEBS J5 3. Place plates on each face of truss at each For 4 x 2 orientation, locate 0 U a +' L Q 0 joirTt and embed fully. Avoid knots and wane at joint locations. plates/a" from outside edge of a v truss and vertical web. a 4. Unless otherwise noted, locate chordsP laces C, cb 0 at /4 panel length(+ 6" from adjacent joint.) This symbol indicates the BOTTOM CHORDS 5, Unless otherwise noted, moisture content of required direction of slots in A J8 J7 J6 lumber shall not exceed 19 % at time of connector plates. fabrication. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT 7. Camber is a non-structural consideration and MITek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. is the responsibility of truss fabricator. General WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. PLATE SIZE 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 4 X 4 The first dimension is the width 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, le 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, TMMM erection and installation of trusses. PANEL 1993 Mitek Holdings, Inc. CLIP FORM018,019 RO,AIRO i , i Jeb Truss Truss Type City Ply HORTON 14277179 Dff21749A S ROOF TRUSS 2 1 optional) 4CCU-SPAN-TH, LONGWOOD, FL 5.000 s Sep 4 2002 MiTek Industries, Inc. Thu Dec 19 16:58:54 2002 Page 1-5-0 5-3-5 I 9-10-13 1-5-0 5-3-5 4-7-8 Swbr 1 8.3 3.57 12 3r<4 3 I I 2 e I 2x4 11 7 B 5 3.4 = 20 = 5-3-5 9-10-5 9-1D 1 5-3-5 4-7-0 0-0-8 LOADING (psf) SPACING 2-M CSI DEFL in (loc) Vdefl PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.49 Vert(LL) 0.05 6-7 >999 M1120 2491190 TCDL 7.0 Lumber Increase 1.33 BC 0.45 Vert(TL) -0.09 6-7 >999 BCLL 0.0 Rep Stress Incr NO WB 0.41 Horz(TL) 0.01 5 n/a BCDL 10.0 Code FBC2001 Matrix) 1st LC LL Min Vdefl = 360 Weight: 41 lb LUMBER BRACINGITOPCHORD2X4SYPNo.2D TOP CHORD Sheathed or 5-11-6 oc purlins. BOT CHORD 2 X 4 SYP No.2D BOT CHORD Rigid ceiling directly applied or 8-3-7 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (lb/size) 4=309/Mechanical, 2=514/0-11-5, 5=430/Mechanical Max Horz2=271(load case 2) j Max Uplifi4=-310(load case 5). 2=-266(load case 2), 5=-169(load case 3) FORCES (lb) - First Load Case Only TOP CHORD 1-8=24, 2-8=24, 2-3=-1072, 3-4=64 iBOTCHORD2-7=1003, 6-7=1003.5-6=0 WEBS 3-7=166, 3-6=-1071 NOTES (4) I 1) Wind: ASCE 7-98 per 1-1:11-2001; 120mph; h=18ft; TCDL=4.2psf; BCDL=5.Opsf; occupancy category 11; exposure B; partially;MWFRS gable end zone; cantilever left and right exposed ;Lumber DOL=1.33 plate grip DOL=1.33. 2) Refer to girder(s) for truss to truss connections. I 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 310 lb uplift at joint 4, 266 lb uplift at joint 2 and 169 lb uplift at joint 5. 4) Truss Engineer: Junaidie Budiman, PEN45161. Address: 16472 Segovia Cir. N., Pembroke Pines, FL 33331. 183 LOAD CASE(S) Standard i fr t 1)Regular: Lumber lncrease=1.33, Plate lncrease=1.33 _\\ e•. Uniform Loads (plf) ' •`Q1I •• Vert: 1-8=-74.0 !, Trapezoidal Loads (plf) j : Vert: 8=0.0-to-4=-183.1, 2=-1.7-to-5=-49.5 # No. 4.5161 Y 0'; STATE OF 0 R t0,'' L A W. PMNG - VerW ae„tgn pasarnetem and R&W Horan ON THIS AND JWVffRW Sma BZMJW UM. Design valid for use only with Mfiek connectors. This design is bosedlonly upon parameters shown• and is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incaporatlon of component is responslbl0ly 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 responsiblBty of the building designer. for general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consull OST-88 Quality Standard, DSB-69 Bracing Specification, and HIB-91 Handling Installing and Bracing Recommendation ovalloblefrom Truss Rate Institute, W3 D'Onofrlo Drive. Madison, WI53719. MiTek® Symbols PLATE LOCATION AND ORIENTATION Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply plates to both sides of truss and securely seat. 17-71 Q For 4 x 2 orientation, locate 0 v plates 1/8" from outside edge of otrussandverticalweb. This symbol indicates the required direction of slots in connector plates. Numbering System J2 J3 J4 TOP CHORDS BOTTOM CHORDS J1 J8 J7 J6 JOINTS AND CHORDS ARE NUMBERED CLOCKWISE For tabular plating format refer to the AROUND THE TRUSS STARTING ATTHE LOWESTJOINT MRek/Gang-Nall Joint/Plate Placement Chart. FARTHEST TO THE LEFT. WEBS ARE NUMBERED FROM LEFT TO RIGHT. PLATE SIZE The first dimension is the width CONNECTOR PLATE CODE APPROVALS 4 X 4 perpendicular to slots. Second dimension is the length parallel to slots. BOCA 86-93, 85-75, 91-28 LATERAL BRACING HUD/FHA TCB 17.08 Indicates location of required continuous lateral bracing. ICBO 1591, 1329, 4922 SBCCI 87206, 86217, 9190 WISC/DILHR 870040-N, 930013-N, 910080-N BEARING Indicates location of joints at which bearings (supports) occur. Mi! MiTeke FOR M018,01 C ZA 0 HYDRO -AIR O 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 cc joint and embed fully. Avoid knots and wane o at joint locations. as 4. Unless otherwise noted, locate chord splices 0 at 1/4 panel length(+ 6" from adjacent joint.) 5. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. TM PANEL CLIP 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. 7. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in all respects, equal to or better than the grade specified. 10. Top chords must be sheathed or purlins provided at spacing shown on design. 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. 1993 Mitek Holdings, Inc. J 1 I hea Limited Power Of Attorney name and appoint: Craig Coulton and CL"r! r 4— each agent's of D.R. Horton Inc. To be my lawful attorney in fact to act for me and ply t The Building Dept. of: C Q y, r For a residential permit for work to be performed at: on Lot # : 2 Subdivision: akus Crass" Address: ?DO' GeRcc-a s:tPOPD, F-L 3,2-4-q;L And to sign my name and do all things that are necessary to this appointment. I. Richard B. Ladd CBC055300 Contractor State Registration Number ef . -- Signature of Contractor This foregoing instrument was acknowledged before me this: Date: Q% By: Richard B. Ladd ( Contractor ) Who is personal) kno n to me. State of County E RICIACOULTON BUCS'ATEOFFLORIDA SSION NO. DD134330 SSION F..XP. LY26 006 Notary Seal MIAMI.OAM MIAIVII-DADE COUNTY, FLORI METRO-DADE FLAGLER BUILDI t)UILDINC CODE COMPLIANCE OFFI ME1110-DADE FLAGLER RUILDI 1400 wmir VLAGLER nitrxT. sure: I MIAMI, FLORIDA 33130-1 PRODUCT CONTROL NOTICE Or ACCEPTANCE (305)375-2901 FAX (3Os)375 Prentdor Entry Systems c:Or(TIUCIrott LICENSING SKY--r. 911 E. Jeferson, P.O. Box 76 (303)373-2327 r•AX(301)373-: Pittsburgh ,KS 66762 WIXTILWI'ott tIINF RCEINI .M1, nIVIs 303) 375-21)" FAX (305) 373-: I'1tODU(. r CONTROL UIVIs 305) 373-2902 Ft%X (ins) 3724 Your application for Notice of Acceptance (NOA) of Entergy 6-8 S-W/E Inswing Glazed Double w/sidelites Residential Steal Door under Chapter 8 of the Code of Miarni-Dade County governing the use of Alternate Materials and Types Construction, and completely described herein, has been recommended for acceptance by the Miami -Da( County Building Code Compliance Office (BCCO) under'the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure 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 it determined by BCCO that this product or material fails to meet the requirements of the South Flor Builgi.rig Cede. 4le expense of such testing will be incurred by the manufacturer. c'- ACCEPTANCE NO.: 01-031 J.2 i EXPIRES: 04/02/2006 Itaut ttoartgucz Chief Product Control Division THfS IS THE COVERSHEET SEE ADDITIONAL PAGES FOR SPECIFIC AND GENER,\L CONDITIONS BUILDING CODE &C PRODUCT REVI ENV CONUMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Buildi Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions forth above. Francisco 1. Quintana, R.A. Director h Iiami-Dade Countyil)'!'ROb'EU: OGr'OSl?OOi Building Code; Comphinee 01'li( or V . Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED : JUN 0 5 2001 EXPIRES April 02, 2006 NOTICE OF ACCEPTANCE: SPL'CIFIC 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 MiamiJ County, for.the locations where the pressure requirements, ns determined by SFBC Chaptcr 23 not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series Entcrgy 6-8 S-NV/E instving Glazed Double Residential Insulated Steel Doors Sideiites- and its components shall. be constructed in strict compliance with the folio% documents: Drawing No 31-1028-EW71, Sheets 1 through 6 of 6, titled "Premdor (Entcrgy Br. Double Door with Sidelites in Wood Frames with Bumper Threshold (Inswing)," prcparec manufacturer, dated 7/29/97 with revision C dated 01/11/00, bearing the Miami -Dade Co, Product Control approval stamp with the Notice of Acceptance number and approval date by Miami -Dade County Product Control Division. These documents shall hereinafter be referred t the approved drawings. 3. LIMITATIONS 3A This approval applies to single unit applications of pair of doors and single door only, as shown i approved drawings. Single door units shall include all componcnts described in the active lcafo this approval. 3.2 Unit shall be installed only at locations protected by a canopy or overhang'such that (lie ang!e between the edge of canopy or overhang to sill is'less than 45 degrees. Unless unit is installed.ir non -habitable areas where the unit and the area are designed to accept water infiltration. 4. INSTALLATION 4.1 The residential insulated steel door and its components shall be installed in strict compliance wit the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will require a hum, p; otection system. S. LABELING 5.1 Each unit shall bear a perniancnt 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 Acccptancc, clearly marked to show the components selected for the proposed installatio 6.1..3 Any other documents required by the Building Oflieial or the South Florida Building Co. SFBC) in order to properly evaluate (lie install ion of this system. tvlanu I Pcrc2, P.E. Product Co c Exan•.. Product Control Division Premdor Entry Systems ACCEPTANCE No.: 01-0314.25 APPROVED EXPIRES JUN 0 5 2001 April 02, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS I . Renewal of this Acceptance (approval) shall be considered aRer 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 scaled the required documentation initi; submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the proddct or process shall automatically because for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee)and granted by this office. 5. Any of the following s11311 also be grounds for rcmoval of this Acceptance: a. Unsatisfactory performance of this product or process. b. - Misuse of this -Acceptance as an endorsement of any product, for sales, advertising or other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. if any portion of the Notice of Acceptance is displayed-, then it shall be done in its entirety. 7. A copy of this Acccptancc 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 riot reseal the copies. S. Failure to comply with 16y section of this Acceptance shall be cause for ternninntion and removal Acccptancc. 9. This Notice of Acccptancc consists of pages 1, 2 and this last page 3. END OF TIIIS ACCEP—ANC[: ManuerPercz, P.E.; Product Contr :scam Produ nntrol Division Glazed Units COP-WL-MA0100.02 FIBERGLASS DOORS 6'8" Height — Inswing 1• 1 1MasoniteInternationalt.l' 2.0" 2'6" X 2'8" 2.10" 3'0" 3T COP-WL-MA0141-02 t 02-0419.08 Application Filed) t•Rating 52.0 Impact NO Not Listed Not Listed NIM X0, OX, OXO II 1 1 2'8" + 1'0" 1 1 COP-WL-MA0143-02 t.l' t 02-0419.08 Application Filed) t•Baling 52.0 ImpactRated NO 2'8" + 17 2'l0" + 1'0" 2'10" + 1'2" 37 + 1'0' 3'0" + 1'2" 1'0' + 2'8" + 1'G" COP•WL-MA0144-02 02-0419.08 Application filed) 52.0 NO I I 1'0" + 2'10" + 1'0" 1'2" + 2'8" + 17' 1'0" + 2'8" + 1'G" 1'G" - 37 + 1'D" 17' + 2'10" + 1'2" 1'2" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8' + 2'8" 2' 10" + 2' 10' + 2'10' 3'0' + 3'0" + 3'0" XX, OXXO 2'8" + 2'8' COP-WL-MA0142-02 02-0419.08 Application Filed) 52.0 i NO t 2'8" + 2'8" 2'10" + 2'10" 3'G" . 3'0" 2'6" + 2'8' + 2'6" + 2'6" COP-WL-MA0145-02 02-0419.08 Application Filed) 52.0 NO 2'8" ; 2'8" + 2'8" + 2'8" 2'10" + 210" + 2'l0" + 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 (w.vw. mason I le.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 oche; slruchures). National, slate or local building codes specify the edition required. 5. Masonite In:erna:lonal structural, cyclic, air, water, forced entry/or Impact testing Is done In accordance with Miami -Dade BCCO protocol PA201, 0 Oak aft V.kfl.Ati ARTEW 1I'll. l.nl'M Y,I.C.flM% bw.i...,".!.rA."4rr Doai l U Wl/I. Lt tl AD. 0,29 . ?M? Om o.rw,ya"ar lwoa"n wavmum msln +ouae:s.ange uro towel Masonite international Corporation d'LW :w;cu to cnvge we ou "was. Glazed Units X X0, OX, OXO XX. OXXO COP-WL-MAO100.02 FIBERGLASS DOORS 6'8" Height — Clutswing 27 2'6" _ 02-0418.03 2'8" COP-WL-MA0161-02 (Application Filed) 55.0 NO 2'10" 3'0". i 3'6" Not Usled Not Listed — — 2'8" + 1'0" ' COP-WL-MA0163-02 02-0418.03 Application Filed) 55.0 NO 2'8' . 1'2" 2'13" + 1'0" 1'2" 3'G" , 1'0" 3'0" + 1'2" 17 + 2'8" + 1'0" COP-WL-MA0164-02 02-0418.03 Application Filed) 55.0 NO 1'G" + 210" + 17 17 + 2'8" + 1'2" 1'0" + 2'8" + 1'0" l'O` + 3'0" + t'G" 1'2" + 210" + 1'2" 1'2" + 3'0' + 1'2' I i 2'6- , 2'6" + 2,6" 2'8" + 2'8" + 2T 2' 1 G" + 2 10" + 2'1 G" i 3'0' + 3'0" + 37 2'8" + 2'8" COP-WL-MA0162-02 02-0418.03 Application Filed) 55.0 NO 2'8" + 2'8' 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0165-02 02-0418.03 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" ; 2'10" + 2'10' + 2'l0" + 2'110., 3'0" + 3'0" + 3'0" + 3'0" 1 Notes: 1. Dccr a. rangemenis using fewer panels than win! is s!iorm in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masoni,, International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCF 7 (Minimum design loads for buildings and olher structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entrytor impact testing Is done in accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. i Oak Taffj(` Aft _,. h,.'Tky l.00 A.4 N T- "fi"14.. 4n o. ; MIa'.• O O'e<9.?062 Masonite international Corporatior. ON etrww..y aoplaa of aoGw .naaemm maser swdseaGo"s. atitro amoroa.n 4MA ;e:i:n 10 ebmpe .-4tWd POW. I Gland Units COP-WL-MAOICO.02 FIBERGLASS DOORS 8'0" Iieight — Inswing 7x2'0- 2'6" 218" 2.10" 3'0" 3'6' COP WL MA0146-02 02-0423.01 Application filed) 40.0 NO i Not Listed Not listedArrangement i X-3. Ox, IXO Multiples (vjidth) 21" + 1'0" r COP-WL-MA0148-02 1.d• UCCO 02-0423.01 Application Filed) OP Rating 40.0 Impact Rated NO 2'8" + 1'2" 2'10" + 1'0" 2'10" + 1'2" 3 0" + 1'0" I 3'G" + 1'2" COP-WL-MA0149.02 02-0423.01 Application filed) 40.0 NO I 1 W r 2' 10" + IT — 1'2" + 2'8" + 1'2" 1'0" + 2'8' + 17 1'0" + 3'0" + 1'0" 1'2" + 2'10" + IT 1'2" + TO" + IT TV + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 210" + 210" + 210" 3 C" + TO" + 3'0" XX. OXXO 2'8" + 2'8" COP-WL-MA0147-02 02.0423.01 Application filed) 40.0 NO I 2'6" + 2'8" 210" + 210" TO" + 3'0" 27 + 2'8" + 2'6" + 2'6" COP-WL-MA0150-02 02-0423.01 AppGcalion filed) 40.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10' + 210" + 210" 3'0" + 3'0" + 37 + 37 Notes: Door arrangements us;i.g fewer panels thar. whit is shown in the above chart also comply under the product approvals shown. 2. Assembly details are availab;e from. the Masonitd International website (www.masonite.com) or from the technical center. 3. lnsla:la:ion ins!redions are 3v3ila5le from the trasonite Internalicnal website (www.masonite.com) or from the technical center. A: tuz: design pressure requitement for a speci'14 building design & geographic location Is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local builaing codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or Impact testing is done In accordance with Miami -Dade BCCO protocol PA201, PA202 & PA203. Oakgraff ART EKrywn...!."..".. Y. nocs,ta ra.+w.rre..p...cryo.sn r;c, ca,ra K re;•:a e! o,owr! rt.praaarnt :nasee spc:a:::'a•r. Crsq.: a;ia;:a aC sd..al D'•q^ pA4aG n'rr. I•r.. r!r r.aA PREaL'''=..11"';. Masonite International Corporation Glazed Units COP-WL-MA0100.02 FIBERGLASS DOORS 8'0" Height — Outswing 2'0" I 7COP-WL-MA0166-02 2'6" X 2'8" 2'10" 3'0" TV i Not Listed I.I • r 1• • I. 02-0423.03 Application Filed) 47.0 NO Not Listed Arrangemeni X0. OX, OXO I61asonitehlernalionall 2'8" + 1 V COP-WL-MA0168-02 II r 02-0423.03 Application Filed) 1 47.0 I. NO 2'8" + 17 2'10" + 17 210" + 1'2" I 37 + 1'D" 37 + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0169-02 02-0423.03 Application Fled) 47.0 NO 17 + 2'10" + 1'0" 17 + 2'8" + 1'2" 1'D" + 2'8" + 1'D" 17 + 3'0" + 1'0" 1'2" + 2'10" + 17 IT" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" I 210" + 2.10" + 2'10" 3'0" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0167-02 02-0423.03 Application Fled) 47.0 NO 2'8" + 2'8" 2'10" + 2'10" 37 + 37 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0170-02 02-0423.03 Application Filed) 47.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 210" + 210' 3'0" + 3'0" + 37 + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite: International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade BCCO protocol PA201. PA202 & PA203. Oakcraff AR EK YIUCKCLASS V.NI•NY MOONS E f0— I Aa, 29. i00I 0h eom+slp oMWn a aoduo :"mo.anem MA" soeblkniolls, design a 4 D 0" deui su*Ka to cnlrpe wawa mace. Masonite International Corporation Opaque Units FIBERGLASS DOORS 6'8" Height — Inswing ArrangementSingles, X 2'0" Masoniter.1' COP-WL-MA0101-02 r 1• , 1 1 01-1031.01 76.0 NO 2'6" 2'8" 2'10" 3'0" 3'6" Not Listed Not Listed X0.OX, OXO MultiplesArrangement1 2'8" + 1'0" 1 I COP-WL-MA0103-02 1.1 t 02-0109.10 Application Filed) t•Rating 55.0 ImpactRated NO 2'8" + 17 2'10" + IV 2'10" + 17 3'0" + 17 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" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'0" 1'0" + 3T + 1'0" 17 + 210" + 17 1'2" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 210" + 2'10" + 2'10" 37 + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" . COP-WL-MA0102-02 02-0109.10 Application Filed) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 3'0" + 3'0" 2'6" + 2'8" + 2'6" + 2'6" COP-WL-MA0105-02 02-0109.10 Application Filed) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" + 2'10" 3'0" + 37 + 3'0" + 3'0" Notes: 1. Door arrangements using fewer panels than what is shown in the above chart also comply under the product approvals shown. 2. Assembly details are available from the Masonite International website (www.masonite.com) or from the technical center. 3. Installation instructions are available from the Masonite International website (www.masonite.com) or from the technical center. 4. Actual design pressure requirement for a specific building design & geographic location is determined by ASCE 7 (Minimum design loads for buildings and other structures). National, state or local building codes specify the edition required. 5. Masonite International structural, cyclic, air, water, forced entry/or impact testing is done in accordance with Miami -Dade 8CCO protocol PA201. PA202 8 PA203. Oak.raff I r r eJ AR EK'" t••1e1.•elr I.Oe. YIMY.MfI.ASS F: N'1'MY DOOMS Me.M rerp"rp1 • //)()CC,,,, I"/lUI4/Vi •%n 0•• r Oee•. AWN 29. 2W Ow com"awq modem of podw moroveawm makes soecu"c I. despn aM 01WL1 Masonite International COrpOra lion deal 0slmaa10C.&W WWA M ICt Opaque Units FIBERGLASS DOORS 6'8" Height — Outswing ff 1 1Mh 1.I 1 COP-WL-MA0121-02 01-1031.02 I• 1 76.0 1 1 NO 1 X 1 1ih) 27 I 2'6" 2'8" j 2'10" TO" 3'6" j Not Listed Not Listed X0. OX, OXO Alulliples1 2'8" + 17 i COP-WL-MA0123.02 Aliami-Dade 8CC0 02-0109.09 Application filed) 10P Rating 55.0 ImpactRated NO 2'8" + 17 210" + 1'0" j 2'10" + 17 3'0" + 1'0" i TO" + 17 j 1'0" + 2'8" + 17 COP-WL-MA0124-02 02-0109.09 Application Fled) 55.0 NO 1'0" + 2'10" + 1'0" j IT + 2'8" + 1'2" 1'0" + 2'8" + 17 1'0" + TO" + 1'0" j 17 + 210" + 1'2" j 1'2" + 3'0" + 1'2" 2'6" + 2'6" + 2'6" j 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" 3'0" + 3'0" + TO" XX, DUO 2'8" + 2'8" COP-WL-MA0122-02 02-0109.09 Application Fled) 55.0 NO 2'8" + 2'8" 2'10" + 2'10" 37 + 3'0" j 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" 210" + 2'10" + 2'10" + 210" TO" + TO" + TO" + 37 1 Notes: i 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 of 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. 0akcraff AR 4 EK'" f IIIMNGI.ASS ENT" DOORS Nn.F....,iwArFwrPv. Aa 29.2002 Ou OONMIO prOWM 01 OrO" iO1O1OeCMer4 makes sWdCAiOns, on gn and Or &o OeUa su0*0 to ennpe wdbW nuke. e •tl.....1, IrO.. Masonite International Corporation Opaque Units COP-WL-MA0100.02. FIBERGLASS DOORS 8'0" Height — Inswing I 1Rliami-OaddBCCO COP-WL-MA0106.02 02-0109.08 Application filed) 1• • I 70.0 11 NO 1 X 1 1 2'0" I TV j . 2'8" j 2'10" TO" 3'6"' j Not Listed Not Listed 7 IMultiplesI X0.OX. OXO 2'8" + 1.0" j IInternationalMiami-Dade COP-WL-MA0108-02 t 02-0109.08 Application filed) t• 1 55.0 1 1 NO 2'8" + 1'2" j 2'10" + 1'0" j 210" + 17" j TO" + 1.0" j 3'0" + 1'2" 1'0" + 2'8" + 17 j COP-WL-MA0109-02 02-0109.08 Application Fled) 55.0 Y NO 1'0" + 2A 0" + 1'0" 17 + 2'8" + 1'2" j 1'0" + 2'8" + 17 j 1'0" + 3'0" + 17 1'2" + 2'10" + 17 j 1'2" + TO" + 1'2" j 2'6" + 2'6" + 2'6" I 2'8" + 2'8" + 2'8" j 2'10" + 2'10" + 2'l0" 3'0" + 3'0" + 3'0" j XX. DUD 2'8" + 2'8" I COP-WL-MA0107-02 02-0109.08 Application Fled) 55.0 NO 2'8" + 2'8" 1 2'10" + 210" j 3'0" + 3'0" j 2'6" + 2'8" + 2'6" + 2'6" j COP-WL-MA0110-02 02-0109.08 Application Fled) 55.0 NO 2'8" + 2'8" + 2'8" + 2'8" j 2'10" + 2'10" + 210" + 2'10" 3'0" + TO" + 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 specificy 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 8CC0 protocol PA201, PA202 8 PA203. Oakcraff FIMI!N CI.A\t F: N'1'NY nOOMt dad 29. 7W W CMI V gop]m a aodda mw/ mm Man sm tmp . aesQn dm o.' —, dead iaryeel to eN^9e -tr.a nave. I I/lU W r. i.M O Ow Masonite International Corporasion Opaque Units FIBERGLASS DOORS 8'0" Height — Outswing T. M-mr-11 1 2'0" 2'6" 2'8" COP-WL-MA0126-02 2'10" 3'0" I . , • I 02-0109.07 Application Filed) I DPRali, 1 . • , 70.0 NO iiiiiiiirntggg X 3'6" ' Not Listed Not Listed X0, OX, OXO th) 2'8" + 1'0" 61asonite InternationalOMM1.1 COP-WL-MA0128-02 I 02-0109.07 Application Fled) 1' Rating 55.0 Impacl•1 NO 21" + 17 2'10" + 1'D" 2'10" + 1'2" 3'0" + 1'0" 3'0" + 1'2" 1'0" + 2'8" + 1'0" COP-WL-MA0129-02 02-0109.07 Application Fled) 55.0 NO 17 + 2'10" + 1'0" 1'2" + 2'8" + 1'2" 1'0" + 2'8" + 1'D" 1'D" + TO" + 1'D" 1'2" + 2'1On + IT IT" + TO" +IT 2'6" + 2'6" + 2'6" 2'8" + 2'8" + 2'8" 2'10" + 2'10" + 2'10" TO" + 3'0" + 3'0" XX, OXXO 2'8" + 2'8" COP-WL-MA0127-02 02-0109.07 Application Fled) 55.0 NO 2'8" + 2'8" 2'10" + 210" 37 + 3'0" 2'6" + 2T + 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" 37 + 3'0" + 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 8 PA203. 13 Oakcraff ARkEK" FIn1:MCI.ASS F;NTKV 000HS Fb.L.vM I—&. e.w 0.... Aped 29. i'fgi ow conaik-Q Wowz", W proow Inplp.clnc"I Inaka SM&Ai bf. on4n AM Woo. , Masonite International Corporation oeud subrocl to ch." "41oto notice. MID-WL-MA0O01=02 Unit L SINGLE DOOR I" UNIT 8'0" UNIT 15/16' 17.1/8' MAXIMUM ON CENTER TYP. 6 per vertical framing member 2 per horizontal framing member Hinge and strike plates require 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 (ANSUBHMA A156.2) cylindrical and deadlock hardware be installed. UNITS COVERED BY COP DOCUMENT 3146 or 3166 Compliance requires that 8" GRADE 1 (ANSUB IMA A156.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include 18 and #1O wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NOS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored property to transfer loads to the structure. April 29. 2002 W common0 program of or0000 •norovemem mites sotcdKrons. oew an0 or0000 onad worm ro cnange v roA m6ce. Masonite International Corporation XOorOXMID-WL-MA0003-02 Unit I SINGLE DOOR WITH 1 SIDELITE m. mlm= mao ao LK l 6• 1 TYP. 6'8' UNIT 8'0" UNIT 13-15/16' 17-1/8' MAXIMUM ON CENTER TYP. t 6 per vertical framing member 7 per horizontal framing member Hinge and strike plates require two 2-112" long screws per location. t t I r• r 1 Width of door unit plus 1/2" Height of door unit plus 1/4" Latching Hardware: Compliance requires that GRADE 3 or better (ANSUBHMA At 56.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include 18 and 110 wood screws or 3/16''Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF & PA NOS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4"1embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. A ApId 29 2002 h.r aWn.i. ^; :YY Jn yl p40K. •nJ'•fnK.n nV.tf tYtC.SAOnf. CefOn +ne ixua oena UMKV 10 CNA9t "+ W". Masonite International Corporation i I OXO 1 tllir I Unit i SINGLE DOOR WITH 2 SIDELITES UNIT 8'0" UNIT 15/16- 17.1/8' MAXIMUM ON CENTER TYP. 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" 0 Latching Hardware: i Compliance requires that GRADE 3 or better (ANSVBHMA A156.2) cylindrical and deadlock hardware be installed. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include 18 and B10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF 8 PA NOS for southern pine lumber with a side member thickness of 1-1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and EICO Dade Country approvals respectively. each with minimum 1-1/4 1 embedment.' 3. Wood bucks by others. must be anchored properly to transfer loads to the structure. Apia29.2002 Masonite International Corporation Q.. <a".•...ro m..•r. w wo..c •>•o..mem .W e+ wrc.•csum. ocwn Jn0 W ww owa woo to :r/w "wo note. II oxxo MIO-WL-MA0005-02 Unit DOUBLE DOOR WITH 2 SIDELITES CL TYP. TYP. TYP. TYP. 1 ll ll I ll ll I Il Il 1 1Ty1 If 6' 8' 13- UNIT 8'C" UNIT 5/16' 17.1/8- MAXIMUM ON CENTER TYP. 6 per vertical framing member Width of door unit plus 1/2" 16 per horizontal framing member Height of door unit plus 1/4" Hinge and strike plates require two 2-1/2" long screws per location. Latching Hardware: Compliance requires that GRADE 3 or better (ANSI/BHMA A156.2) cylindrical and deadlock hardware be installed. UNITS COVERED BY COP DOCUMENT 3147 or 3167 Compliance requires that 8" GRADE 1 (ANSI/BHMA At 56.16) surface bolts be installed on latch side of active door panel — (1) at top and (1) at bottom. Notes: 1. Anchor calculations have been carried out with the lowest (least) fastener rating from the different fasteners being considered for use. Fasteners analyzed for this unit include N8 and N10 wood screws or 3/16" Tapcons. 2. The wood screw single shear design values come from Table 11.3A of ANSI/AF 8 PA NDS for southern pine lumber with a side member thickness of 1.1/4" and achievement of minimum embedment. The 3/16" Tapcon single shear design values come from the ITW and ELCO Dade Country approvals respectively, each with minimum 1-1/4" embedment. 3. Wood bucks by others, must be anchored properly to transfer loads to the structure. 0 f af•v.r y .a" Apid29.2002 Masonite International Corporation 0.1 co 1-0 of woaoa ^.CrOKmMI rtY tl 1DK ISJIOM. Ott gq'M ww0 amd to c J"pt wglpvl ndRt XX Glazed Inswing Unit APPROVED ARRANGEMENT: a, i•1 rcu O FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Double Door Maximum unit size • 67 x 6'8• Design Pressure 52.0/-52.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements log 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: na dab go ore 00 00 00 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: n El 00 00 00 00 00 ore 105 Series 106. 160 Series' 129 Series' 12 R/L. 23 R/L. 24 ILL 107 Series' 108 Series 304 Series Series' This glass kit may also be useo m the following 0001 style: Eyebrow 5-panel with scroll Oak raff AR k EW bn.i..wN rMN"E•wn limn r-1/1n• a / /.B F-'R(;LA]] LEN'I'MS UUUKti Apra 29. 2002 Masonite International Corporation ow Co I—j Poo— 01 Oroaml —310O MMr m)Eei sm.1KA-1. deudn 114 01odw d U4 woxa IC CNN, W-MW MI(C XX Glazed Inswing Unit COP-WL-MA0142-02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 404 Series 410 Series 109 Series 114, 120. 122 152 Series 149 Series 300 Series Series CERTIFIED TEST REPORTS: CTLA-805W-2 Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: 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). IState of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 1 1 _-- U Oakes_ ag AR k EW o n lMCln p I?-" rn.w> T.— r."(n Dow. April 29. 2002 owC wwn moe.am or 0100K mVQ+ l makes specdi"in. desgn ana oroaucs MdsOnite International Corporation am soma.. ~Qt -4nae nm4e XO or OX Glazed Inswing Unit APPROVED ARRANGEMENT: FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8•'. Single Door with 1 Sidelite Maximum unit sin • 6T x 6'8' Design Pressure 52.0/-52.0 Limited water urdess special Threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements for a specific building design and geographic location is determined by ASCE 7-national. slate or local building codes specify the edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have beed 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: 00a0 ° a0 0o 00 000 00 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: n uu uu n ° 00 00 o0 00 00 00 w5 Series 106. 160 Series' 129 Series' 12 R/L. 23 R/L. 24 IVIL 107 Series 108 Series 304 Series Series' This glass in may also be used in the following door style: Eyebrows 5-panel with scroll 0 ak-.raff AR k EK" ., I ,u,!w.:a..i t(n rH r'unuwa r+.u....w re..N.. t•+•. o / Ap,.l29.200? Masonite International Corporation 0.. co --; .•ovum or o.odacl ao.a+emcm macs sotcnrtnons, amen rta u•xwu ecll l 1wLlt;l IC :.npt ...IrgW nplKt XO or OX Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: as ao t= 404 Series 410 Series 109 Series 114, 120. 122 152 Series lag Series 300 Series Series APPROVED SIDELITE STYLES: r" 't a a a o 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 Oa gaff AR k EK" f .aim „ l. PREM a aLG11.,.;. Aprd29.2002 d prod.r0.1 eon.—,* wwe or d1d _ mao+ ,maws soeur cnons. drigand Masonite International Corporation scoa s.mn ro cnargr .Wooer rose OXO Glazed Inswing Unit APPROVED ARRANGEMENT: o FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 37 x 6'8". Single Door with 2 Sidelites Maximum unit size = 9'0' 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-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 D0 00 100 Senes 133. 135 Series 136 Series 822 Series 1/2 GLASS: 0 00 00 00 00 00 00 105 Series 106, 160 Series' 129 Series' 12 RrL. 23 R/L. 24 R/L 107 Series- 108 Series 304 Series Series' Tors glass kit nuy also be used in the following door style' Eyebrow 5-panel with stroll O0ak AR k EK" I,I U J:MCLA., .l MasoniteApril29.2002 O-• r O• International Corporation 0., COM.nu —0— OI WWAI U,OveTMI -xkes sOKUKJt9ns, ees,a„ JM W d.- OtUJ subR , 1. cl-91 wOMul M <t. oxo Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 0aa td r b P as on 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, 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 Oakraff AR EK' y I IUL Nr:L•\J.l L'tr 1'N l' Ul1UNJ Now T.e•rN riwtYu CwTOowr April 29. 2002 out comrnuNq moonm or aroouct rtloro-i nults sm,l"4ns, oes on snp otootrct deUd SuoKCI M Ctun4t w'dnW MIKe. PRAM:: aOv• M asonite International Corporation OXXO Glazed Inswing Unit FIBERGLASS DOORS APPROVED ARRANGEMENT: y4r r• Vi} i i Double Door with 2 Sidelites Ma,dmum unit size • 127 x 6'8- Design Pressure 52.0/-52.0 Limited water urdess special threshold design is used. Large Missile Impact Resistance Note: Units of other sizes are covered by this report as long as the panels used do not exceed 37 x 6'8". Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant requirements for a specific budding design and geographic Wagon Is determined by ASCE 7-rwtional, 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: an an an no an ADO nn 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: 0 El 00 UD E] ° a an an an nn nn on 105 Series 106. 160 Series' 129 Series' 12 RA- 23 RA- 24 R/L 107 Series' 108 Series 304 Series Series' This glass kit may also be used in the following door style: Eyebrow 5•paul with scroll Oakgaff AR 4 EK" 11111L' tCLA\\ 1NCRY UnON{ t—T.—rOwr1... E-7 cl h April 29.2002 Masonite International Corporation Ou cont~q Woram o1 potion n Wotenlem malts oKd"ws, eesgn and V oeun 0" w tsCl q eninyt —tOA no , OXXO Glazed Inswing Unit FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: 10e Series a 10 Series 109 Series 114. 120.122 152 Series 149 Series 300 Series Series APPROVED SIOELITE STYLES: a IN Series Z00 Series 12R. 12L. 23R, 23L. 450 Series 152 Series 149 Series 109 Series 120. 122 Series 300 Series 24R. 24L Series CERTIFIED TEST REPORTS: CTLA-805*2 Certifying Engineer and License Number: Ramesh Patel, P.EJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADEIBCCO 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 lrrr.f.t\ AR k EW ....,. fe f,u r,rnt.•K.:l.\.\.\l'NI •s r4.4.vNr..eyutrorf>ren - April 29•2002 o...:,r o... Masonite International Corporation Ow tome V Woonm of woow ."Wo em mMes fteCd"afts• (IMP JW orotun eeYa sc*Kcl to cnrve -tw MIKe. XX Glazed Inswing Unit 810" FIBERGLASS DOORS APPROVED ARRANGEMENT: r O IX, Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 87. Double Door Madmum unit site • 6'0" a 8'0- Design Pressure 40.0/-40.0 Umited water unless special threshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and Impact resistant requirements for a specific building design and geographk location Is determined by ASCE 7-national, state or local building codes specify tfte edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0002-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0002-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: n as 404 series 0 108 Series Oakp ff AR EK" YIUI•NGIA.iS CN'CKY UUURS t-16—F •gN. r •• !1/lq'.• a _ • Apra29.2002 Masonite International Corporation 0. ComenMe sog,. of aoam ;..vo emete r Qkcs %=d2znns. eesq. +ro V OOW onJ+ tuOKft to CA^1e W410W 0014e. XX Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 0 810 series 952 Sedes 300 series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, REJ20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTEOIN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). IState of Florida, Professional Engineer IKurtBalthazor, P.E. — License Number 56533 Oak raft AR EK" w•,.na. .. w 'fe •. u•sa 1•IUL•nl: L.\.l,\ I: N•I"\ Illlll".\ w.w•.,..afMNur."., o...• QS4)MasoniteAptil29,2002 International Corporation Ow com~v WOW— a ao" mo.o cm Muses specsficx 1S. pespn sm Woa1Kr oeua suolm to c.~ .04 a mice XO or OXCOP-WL-MA0148-02 Glazed Inswing Unit r APPROVED ARRANGEMENT: 8'0" FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 87. Single Door with 1 Sidelite Maximum unit size • 6'0- x 8•o' Design Pressure 40.0/-40.0 Umited Crater unless special 0ueshold 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-natiorul. state or total building codes specify cite edition required. MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0003-02 or MAD-WL-MA0006-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0003-02. APPROVED DOOR STYLES: 1/4 GLASS: am as as 822 Series 1/2 GLASS: El4 oil 404 Series 108 Series Oak raft AR k EK' r..r..r..r. r •- PIr11j Mf:r,nc,C r.'vfMY•unnw] r.q.a..v., ra..a`u rwrD.«. PREM0a?e1*11 a O Ap,d29.2002 Matonite International Corporation W c"~V WoWa,n o+moo mao+enu,p mHn spec.uan. ecw" and aoppa CCU, S.Wn' W [rWe. -.p h K. XO or OX Glazed Inswing Unit APPROVED DOOR STYLES: FULL GLASS: 810 series APPROVED SIDELITE STYLES: a 450 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engi Unit Tested in , Door panels cc laminated luml wood composi glass mounted Frame construe PRODUCT COMPLIANCE LABELING: 8'0" FIBERGLASS DOORS 0 - 300 Series 77. 852 Series 810 Series 3W Series r and License Number: Ramesh Patel, REJ20224 ordance with Miami -Dade BCCO PA202. rutted from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated a rigid plastic lip lite surround. I of wood with an extruded aluminum threshold. TESTED IN ACCORDANCE WITH 4MI-DADEJBCCO PA202 COMPANY NAME CITY. To the best of my knowledge and ability the above side -hinged exterior doorlunit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). 1 / &EX 5_ State of Florida, Professional Engineer Kurt Balthazor. P.E. — License Number 56533 Oakcraff AREK` a- r. e t VIHL"(!LASS L'r+'r"Y 500.S 4- FM.pr Lvs Own April 29. 2002 Qm Cdntmyvig prognm of DroOun morde neat mates S0CCdiCA9nS. design andlgcodu[t dew swim to Change rnnota route. jlll 1 M asonite international Corporation Ox0 Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT: f 0 0 Y Note: Units of other sizes are covered by this report as long as the panels used do not exceed 37 x 8'0". I Single Door with 2 Sidelites Maximum inn site - 97 x Or Design Pressure 40.0/-40.0 Limited water unless special threshold design is used. Large Missile Impact Resistance Hurricane' protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements lot a specilic building design and geographic location is determined by ASCE 7-national, state or local building Lodes specify the edition required. I MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have beetl 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: Dm no no enSeries 112 GLASS: 0 no 404 Series Oak, ,raft AR I EK1. •1 I VIIt1'.Nt:IA\\ L'N'1'M 1' Utl(lµ\ ltr..t— FM,— E—, o.." Aptd 29. 2002 Ow Emok' le 010olam or coo" IDffo,emcm mates SVK44 l S. dewn am dead subi"I to cb^c muout M -ce. El 108 Series rt EMDOI ?e..11.v, O Masonite international Corporation Ox0 Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: 810 Series 300 Series APPROVED SIDELITE STYLES: a 450 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTtA-805W Certifying Engineer and License Number: Ramesh Patel, RE./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TEST: CEACCORDAITH MIAMI- DADEPA202COMPANECITY, To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). State of Florida, Professional Engineer Kurt Balthazor, P.E. — License Number 56533 Oak raft AR EK" t..,.,;..,, r.e• 1'IOCKULA[S L'n7KY UUOKS I." ri'rv' :;'. Ilw, PREMa April 29,2002 Masonite International Corporation 0... tMK+W+q pnp m a p00uO inpoKmH4 rtutts SOttACLOM. aesipn.ne proeutr etW suOKCI to C"Ve wCO A Kmirl. OXXO Glazed Inswing Unit 890" FIBERGLASS DOORS APPROVED ARRANGEMENT: 0 Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door with 2 Sidelites Madmum tend site n 12'0' x 8'0- Design Pressure 40.0/-40.0 Limited water unless special ttueshold design is used. Large Missile Impact Resistance Hurricane protective system (shutters) is REQUIRED. Actual design pressure and impact resistant requirements tot a specific building design and geographic location Is determined by ASCE ]-national, state or local building,codes specity 01e edition required. \ MINIMUM ASSEMBLY DETAIL: Compliance requires that minimum assembly details have been followed — see MAD-WL-MA0005-02 or MAD-WL-MA0008-02 and MAD-WL-MA0041-02. MINIMUM INSTALLATION DETAIL: Compliance requires that minimum installation details have been followed — see MID-WL-MA0005-02. APPROVED DOOR STYLES: 1/4 GLASS: 1/2 GLASS: as as 822 Series a El 00 404 series 108 Series o Oak raft 1:10LKGLA5\ L'r+'r.y' uu11X1 trot 0aa. //C, ,ry\ry ,• p rll J t'1W \n l—n Apr1129.2002 Masonite International Corporation dm comtmme pmgn b W o" Mpo.emem mates SMdk *M. dtign and 010" On" U tW to c1Wpe Wdn" Mitt. OXXO Glazed Inswing Unit 8'0" FIBERGLASS DOORS APPROVED DOOR STYLES: FULL GLASS: v_N 810 Series 300 Series APPROVED SIDELITE STYLES: t v- 4 4 _ 450 Series 852 Series 810 Series 300 Series CERTIFIED TEST REPORTS: CTLA-805W Certifying Engineer and License Number: Ramesh Patel, RE./20224 Unit Tested in Accordance with Miami -Dade BCCO PA202. Door panels constructed from 0.075" minimum thick fiberglass skins. Both stiles constructed of 1-5/8" laminated lumber. Top end rails constructed of 31/32" wood. Bottom end rails constructed of 31/32" wood composite. Interior cavity of slab filled with rigid polyurethane foam core. Slab glazed with insulated glass mounted in a rigid plastic lip lite surround. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE WITH MIAMI-DADE BCCO PA202 COMPANY NAME CITY, STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). IState of Florida, Professional Engineer Kurt Balthazo, P.E. — License Number 56533 Oakcraft AR EK" I+INI:N(:L.\\ t: t•rN 1' 1) InN< N• 14— r_ap„ b-, ties• MA. ePRfMVG.JI,....i. Apra29.2002 Masonite international Corporation OW CWm IWp O.op+am of p.odwO W0 C vt main SMilitaOM. OtSion SM aooun tteuil umr t to C"t W~ "ace XX Glazed Outswing Unit APPROVED ARRANGEMENT: FIBERGLASS DOORS Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 6'8". Double Door madmum unit size • 8'0' x 6'8' Design Pressure 55.0/-55.0 United water unless special thresl1old 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 Lodes specify the edlfion 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: an n0 on an nn Ong an 100 Series 133. 135 Series 136 Series 822 Series 1/2 GLASS: UD 0", ° a nn nn nn nn nn an 105 Series 106. 160 Series' 129 Series' 12 All. 23 RA.. 24 RA. 107 Series' 108 Series 30e Series Series' Tlis glass kit may also be used in the following door style: Eyebrow 5•pand with scroll Oakcraff AR EK" 1.1Il l; Itl:l A.\,\ l'f."1'M\' II.IU M.\ ebwT.•M.d few•HurWrDaai• April 29.2002 Masonite International Corporation Ow co od oq wowsm or woddt . Dro'emml miles swcd"p , despf eM poducl feud sl Ka w cru"ee *~ m e XX Glazed Outswing Unit COP-WL-MA0162-02 FIBERGLASS DOORS APPROVED DOOR STYLES: 3/4 GLASS: FULL GLASS: b- no all 404 Series 410 Series t09 Series 114, 120.122 152 Series 149 Series 300 Series 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 Oak raft AR k EK" t.....,....., 1'IUt:Mt:l ..»L`N'TDl'•UUrI"[ —T..v..e-p-Fwvt 0..•. ADId29.2002 Masonite international Corporation 0. t ^."D Wow— W vftD _w.m Doves Wci ";a . Des-v od Drpow Dt4d sub"c' W cDe"Dt . 41.m wKe XX Glazed Outswing Unit 8'0" FIBERGLASS DOORS APPROVED ARRANGEMENT. 7 Note: Units of other sizes are covered by this report as long as the panels used do not exceed 3'0" x 8'0". Double Door Maximum unit size • 6'0' x 8'0- Design Pressure 47.0/-47.0 Umlted 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 IOW building codes specify the edition required. MINJMUM 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: 00 404 Series 1111111 00 00 822 Series 108 series 0 10, O., AR EK' r aakcraff 1'15UkGLA33 LN't HN' DOONS NwT.•vyr0"tYr r^r/Osr, Ap,d29.2002 Masonite International Corporation Ow cO'-1 pOe.am 01 g00uQ mpO.tOltm mans Ut4X,t t *n%. Ongn a p.00Y 1 dead %,b^1 to Loaner WW1 A noxt Milestone Master Documents Approved By Central Florida B.O.A.F. March 18, 2002 Updated: 3/18/2002 milemasters.xls PAGE DESCRIPTION DRAWING 0 / REPORT # SERIES INDEX "MASTER FILE NUMBER I" " :. z;.s;: '''. .... ..•. : •: ,. . 1 INSTALLATION DETAIL W/ TAPCONS HORZ. SLIDING FLANGE WINDOW XOX CONFIGURATION FLEX0022 1000 . 2 • INSTALLATIO DETAIL W/#8 SCREWS HORZ. SLIDING, FIN WINDOW FLEX0028IFLEX0029 1000 3 JINSTALLATION DETAIL Wl#8 SCREWS HORZ. SLIDING. FIN:WINDOW XOX CONFIGURATION 1000 INDEX .• MASTER FILE NUMBER 2 ' .:•:,'... ; . ,.. ... .. ":.;'.. i:..,' '•:•: ._ 4 JINSTALLATION DETAIL W/TAPCONS HORZ. SLIDING FLANGE WINDOW IFLEX0020' 11000 . INDEX' 'MASTER FILE NUMBER 3 5 INSTALLATION DETAIL SGL HUNG FLANGE WINDOWS IFLEX0016 11000,1500 & 2000 8 JINSTALLATION DETAIL W/#8 SCREWS IFLEX0026 11000,1600 & 2000 INDEX ",'- MASTER FILE NUMBER 4 7 INSTALLATION DETAIL W/ONE BY BUCK FIXED FLANGE WINDOW FLEX0018. 1000 3 2000 8 INSTALLATION DETAIL W/#8 WOOD SCREW FIXED FIN WINDOW FLEX0030 2000 9 FLANGE INSTALLATION DETAIL CONCRETE HEADER W/1 BY BUCK DESIGNER FIXED WINDOW FLEX0035 10001760 & 2000 10 FLANGE INSTALLATION DETAIL WITH FRAME BUILD DOWN DESIGNER FIXED WINDOW FLEX0036 1000 1760 & 2000 11 FIN INSTALLATION. DETAIL DESIGNER FIXED WINDOW FLEX0037 1000,1760 & 2000 INDEX : MASTER FILE NUMBER 6 12 SLIDING GLASS DOOR INSTALLATION WITH TAPCONS IFLEX002i 1500,1000 & 2000 13 ISLIDING GLASS DOOR INSTALLATION WITH #8 SCREWS FLEX0027 1500,1000 & 2000 INDEX .•.MASTERfILH•NUMBERB 14 FIN TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFINTR 1000 / 1500 16 FLANGE TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE.CAPACITIES 1HMFLGTR 100011600 16 FIN TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFINTW 1000/1600 17 FLANGE TWIN HORIZONTAL MULLION SECTIONS 1 DESIGN PRESSURE CAPACITIES 1HMFLGTW 1000 / 1600 18 FIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE.CAPACITIES . 1HMFIN 1000/1600 19 FLANGE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1HMFLG 1000 / 1600 20 FIN VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1VMFIN 1000 / 1500 21 FLANGE VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 1VMFLG 1100011600 22' ' FLANGE VERTICAL MULLION INTO HORIZONTAL / DESIGN PRESSURE CAPACITIES 1VMHMFLO 1000 / 1500 INDEX : MASTER FILE NUMBER 7 23 FIN TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFINTR 2000 24 FLANGE TRIPLE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFLGTR 2000 26 FLANGE VERTICAL -MULLION INTO HORIZONTAL / DESIGN PRESSURE CAPACITIES 2VMHMFLG 2000 26 FIN TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFINTW 2000 27 FLANGE TWIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFLGTW 2000 28 FIN HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 2HMFIN 2000 29 FLANGE HORIZONTAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 12HMFLG 2000 30 FIN VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 12VMFIN 2000 31 FLANGE VERTICAL MULLION SECTIONS / DESIGN PRESSURE CAPACITIES 12VMFLG. 2000• Pape 1 of 1 mibmasters.ids ALRY vnmbo s BY FLORIDA EXTRUDERS BOAF TEST REPORT NO. TEST SIZE NCTL-210-2319-1A 53 1/8".X 72" NCTL-210-2327-1 72" X 72" j TEST REPORTS REPORT SUBMITTAL DESCRIPTION SER.. 1000 SINGLE HUNG SER. 1000 FIXED WINDOW NCTL-210-1949-2 48 1 /2" X 8!4 1 /2" SER.. 1500 SINGLE - HUNG NCTL-210-2318-1 53 1 /8" X !72" SER. 20b0 SINGLE HUNG NCTL-210-2344-1 72" X 72" SER. 2000 FIXED WINDOW NCTL-210-2678-1 108" X .72" SER. 1000 PICTURE ROLLER NCTL-210-2088-1 143 1/4" X.79 7/8"SER. 500 SLIDING GLASS DOOR OXO NCTL-210-2089-1 180" X 96 3/4" . -SER.' 1000 SLIDING GLASS DOOR XXO NCTL-210-2317-1 143 1 /2" X 96 1 /2"SER. 2000 SLIDING GLASS* DOOR XXO THE ABOVE ARE TEST REPORTS SUBMITTED TO THE ORANGE COUNTY BUILDING DEPARTMENT FOR THEIR MASTER FILE SYSTEM. 80AFfEST CONCRETE OR . MASONRY 0?CNING BY OTHERS ONE By VTmD BUCK BY OTHERS CAULK BETWEEN WINDOW FLANGE C WOOD BUCK STUCCO j 9Y OTHERS PERIMETCR CAULK By OTHERS GLASS (TYP.) SEC NOTES) VINDOVHEIGHT PERIMETER CAULK By OTHERS ONE 9r V000 CGNCRCTE OR BUCK BY OTHERS HA AOtRY OPENIA CAULK BEtWEEN WOOD it OTHERS BUCK L HAS-Y. OPENING BUCK WIDTH 1•V•' IEM By OTHERS aa cH, SHIM AS REO'D. D. INSTALLATION ANCHOR FLANGE TYPE .1/4- MAX. 3/16' OIA. TAPCON WINDOW FRAME (SEE NOTES) SHOWN (SEE NOTf 9) JAMB INSTALLATION ANCHOR AA3/16' D!A. TAPCON StIOVN (SCE NOTE 9) p p 1-1/4• MIN. GLASS (TYP.) II C CnBEDMCNT (Sc NOTES) O G CAULK BETVEEM / l \ WINDOW FLANGE J t WOOD BUCK PERIMETER SHIM AS REOD, CAULK 1/4• MAX. BY OTHERS SEE NOTES) VTNDDV WIDTH FLANGE TYPE STUCCO WINDOW FRAME BY OTHERS CAULK BCTVECM HEADER VmD BUCK SSECTIONB-B MAVY.OPENING BY, OTHERS BUCKHEIGHT FLANGE TYPE WINDOW FRAME SILL WINDOW WTH. A • A B C D E F TAPCON LOCATION CHART CALL TIP TO ILOCALONS 1N HEADILOCATIONS IN JAJA so t, SF To Wso TO I Y TOSIZETIP C.Or02274X26C.0 LJ IJ 023 74 x 38 3/e C.0 9.5.0.EI I•JLXJI 1-,J.K.L paa T• X SO S/e C.0 CAE IJ.K.L 033 11C8 I/• It 38 3/6 I B.C,C I =^AE IJ,X,L .I IJ,K,La1I /• X . S.C.C:E 0 :E.F I.J.K,L C T22 11 X 1.— LJ U T23 I'll, 38 3/6 I B.0 c r S.O.E.r• UXJ. I IJ.K.tr . I x / e.c.aE c.o.E.r IJ.K.L I J K Yj A L,N.L Y3 t2a x 38 3/a B.C.C.E a 1 x A.S.C. C.O.E O.H IJ.K _ IJ K 6020 72 X 24 L.J Y I,J 6030 72 X 38 C.0 CAE U I IJ.K.t. a 7 a C.0 9.C.O.E IJ.KA I,J.K 20 8a x a Cu Li 1 7030 84 X 36 B.c.0 a E.C.O.E IJ.KJ. I,J.K,L 70-0 aA B.C.O 4.O.E IJ.K.L LJ.K,L 96 X Z4 9030 96 x 36 B.C.C.E C.O.E IJXA IJ.K.L a 9.C.0E 1.•LK L G H I J K' AM.— 90j0 108 X 2a O.L. : U IJ.K,L 9030 103 X 36 B.C..E I 9.C.O,E I.J 1J.K.L B.C.C.- A,9.C,D,E.r I K 10020 I N x 2+ U I i A 10030 I 120 x 36 B.0 : 19.C,0.E.F IJ.KA 1J.K,L 100a0 120 X a8 LB.C..E. A,S.C•O.E r IJ.K,I r- . zzl- WINDOW / ' t HGT. i B J B LK-4L4a.-- ELrVATIQN VIEWED FROM EXTERIOR V 10 I SILL STOOL . V BY OTHERS O CAULK BETWEEN 1JINDOW FLANGE PRECAST SILL t PRECAST 'SILL BY OTHERS V/VULKEM 116 vy• ADHESIVE CAULK Jj R APROvED EOL. SECTION A -A RC+RC7 l, 2 12002 1) SHIM AS REO•D. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE SHIM STACK TO BE ve. 2) WINDOW FRAME MATERIA,: ALUM!NUu ALLOY 6063. 3) TAPCON INSTALLATION A.NC 0A MUST BE OF SUFF -ENT LT.Y. TO ACHIEVE UK EMBCOVENT•OF 1-1/4' INTO MASONRY OR CCNC,v-TE. a) USE SILCONIZED ACRr_IC CAULK BEHIND WINDOW FLANGE AT MEAD 6: JAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM 116 ADKESTVE CAULK OR Ar%ROVED EDUAL. s) USE SILICOMIZED ACRYL CALK FOR PERIMETER SEAL AROUND, ExT-LLRtOR OF WINDOW FLANGE. 6) IF. EXACT WINDOW Si1E IS NOT LISTED IN ANCHOR CHART. USE ANCHOR OUANTtTY .USTED WITH NEXT LARGER SIZE. FOR Tr.E APPROPRIATE CES4N PRESSURE REOV. 7) CUSS THICKNESS MAY vARY PER THE REWRENEWS OF ASTY E13W GLASS CHARTS. 8) LETTER CESIGNATIOitS CN THE TAPCCN LOCATION CrAr INDICATE WHERE TAPCON ANCMORS'ARE TO Er- tNSTAL_:D WHEN USaG THE EXTERIOR ELEVATION AS A KEY. 9) ALL FACTORY APPLIED r.OLES NOT OESIONATEO FOP TAPCON ANCHOR SHOULD ..BE*FILLED 'W:'rl 11 S_REWS'OF SUFFIClEl- LT.. TO-PPWDE MIN. 5/8 IN. EMSEDWE'+T INTO WOOZ SUCK. 10) APPLICATION Or VULKEY Ile A.nESIVE CAULK AT -RAMS SILL MUST COMPLY WITH SEALAN- uAmu-%:TUP.E?•S RECOuMEVOATONS. ' 11) WHERE WWDOW IS INS ALLEO IN MASONRY OPENINj WITH A STRUCTwL TWO BY SUCK. USE 1.0 SCREK Or SUFFICIENT LEMOTH TO ACHIEVE 1-3/9• MIN. EueEOu:!,T AT A•; INS:ALLAT10N FA: ENER LOCATIONS. BiBBI VELA s7;.BCs-07sS SHEATNING CAULK BETWEEN By OTHERS WIMDOV FIM L SMCATHIMG INSTALLATION ANCHOR AB SCREW tUC= OR SIDING By OinERS PERIMETER CAULK By OTHERS GLAZING tire.) SEE NOTC 7) WINDOW HEIGHT I. . PERIMETER CAULK BY OTHERS MIL TVO By WOOD DMCNTI-• /- BY OTHERS INSTALLATION ANCHOR IS SCREV STUCCO OR SIDING BY OTHERS CAULK BETWEEN I VtnpOv FIN J t -SHEATHING SHEATHING [MBEOMENT BY OTHERS SECTION A -A WINDOW WIDTH --1 24' O.C. 11 MAX. TrP.) r - 1/A• MAX, SHIM SPACE SHIM AS R£0.0. tSEE MOTES) FIN TYPE WINDOW FRAME HEADER j} I- 1 WINDOW, HEIGHT WINDOW VIDTH TWO By WOOD By OTHERS SHIM AS R£O.& SEE NOTES) 1/4' MAX. N!M $PAC£ CAULK BEI WINDOW FIN A.SHEATMING V I GLAZING (TYPJ SCE NOTE 7) - PER!METERAULK EOUALLY BY GC)SRS `NEATHIrIG SPACE BY 07lrRS ANCHORS FIN TYPE WINDOW STUCCO GRTYP.) FRAME JAn3 SIDING BY YINSiaLlAT10N OTHERS ANCHOR 43 SCREW B . SECTION 6-8 1• Milt En.EOHEMt TEN TYPE t.• O.C. MAx. MAX. ( O.C. .. J[2TYP-) WINDOW FRAME 6' MAX. (TTP.) SILL ELEVATION viEwED FROM ExTERio.q MARBLE SILL STOOL By OTHERSz--.•_. iMj1 .2St ' 'r A 1) SHIM AS REO'U. ADJACENT TO.EACH LNStALATIGM ANCHOR. MAX. ALLOWAZZLE Spam STACK TO 7T T }^ Ip *t"C•'` T•'4i Y r6J..'.i IfAl -: IY A 40R]0-4 g2jHupg5. 2) w[NDOw FWwE MATERut; Kuuuipl ALLOT 6063. 3) INSTALLATION ANCHOR MUST eE OF SUFF¢:EMT LTH. TO ACMIM MIN. EVBEOMENT Of I- I(TO-w000-FRAME-MEM8ER. rt— l/.• lI/ iS - r- 7 tA A) USE SRJCONIZED ACRYLIC CAULK BEHIND w NDOw nN A' P..EAO. SILL a .IAMBS. S) USE SL COrIZED ACRYLIC CAULK FOR P£R:M£TER SEA: AROUND EXTERIOR OF WW00w FRAME. SPACE SIN -++-.• ----- HMAX. 6) CLASS THICKNESS MAY VARY PER THE REC•J)REMENTS Or ASTu E1300 GLASS CHARTS.. 7) INSTALL INSTALLATION FASTENERS AT 6- MAx- FROM COF- ERS AND MAX. 24• O.C. DESIGN PRESSURE CAPACITY OF INSTALLATOmS, w•:H AxCHCR SPACWC AS STATcO, IS 70.0 PSF FOR ALL AVAILAeLE SIZES UP TO 73' X 71- MAX. SHIM AS REO-D. SEE NC"rv, TWO BY WOOD BY OTHERS. DESCRIPTION DATE JINI FLORIDA EXTRUDERS INTERNATIONAL. INC SANFORD, FLORIDA TITLE: INSTALLATiON DETAIL W/#8 SCREWS HORZ. SLIDING FIN WINDOW - SERIES 1000 DRAWN BY: B B APPROVED BY: DATE: 12/ 17/01 -SCALE: N. T. S. DWC.: FLEX0028 PREPARED If- PROTXA:f L APPLICAfION EN6114CRI14. IMG: 2V INTERMAUGMAL IKVT., -SUITE 256. )CA'-RDv, FLD:DA 72746 npK -17 on-osi FAX 477 16S-ODS S SHEATHING C HDGvT FINHEM BY OTHERS I. SHEATHINGINSTALLATI—\ ANCHOR 49 SCREW STUCCO OR SIDING BY OTHERS PERIMETER I CAULK. By OTHERS GLAZING CTYPJ SEE NOTE 71 VINDOV HEIGHT PERIMETER CAULK -' BY OTHERS INSTALLATION. ANCHOR se SCREV STUCCO OR SIDING By OTHERS CAULK VECN vOOv F tIN6 SHEATHING SHEATHING BY OTHERS TvO By VOOD MIN. BY OTHERS 1/ 4• MAX. SHIN SPACE SHIM AS REO'D. rim' TYPE (SEE NOTES) vINDOV FRAME HEADER 1/ 4MAX. CAULK BETVEEN VINDOV WIDTH SHIM SPACE WINDOW FIN t SHEATHING TVO By vOOD BY OTHERS SHIM AS REO'D. v SEE NOTES) I GLAZING (TYPJ SCE NOTE 7) VINDOV VIDTH rimD.C. NTYPEWINDOWz( II( TYPHAx•.) FRAME JAMB A SPACE VINDOV // FINWINDOOWv FRAMESILL HEIGHT ANCHORS ( TYPJ B MARBLE SILL STOOL BY 24• O.C. A 6- MAX. TYP.) OTHERS MAX. ( TYP.) 6' NaX.< TYPJ 1/4• MAX. SHIM SPACE SHIM AS RCO'D. I SEE NOTES) J I' MIN. EM9EDMENT TVO OBY VOODSECTION A - A 1• MIN. EMBEDMENT i L SHEATHING EY OTHERS PER:1E TER CAULK INSTALLATICW By OTHERS STUCCO DR ANCHOR .3 SCRCV SIDING EY OTMERS SECTION B- B NOT-. G" 1) SHIM AS REO'D. A9JACENT TO EACH INSTALLATION ANCMOR u. ALLOWABLE SMUG STACK TO BE I/A'. 2) W240OW FRAME MATERIAL: ALUMIMUu ALLOY 6061 3) INSTALLATION ANCHOR MUST BE Or SUFFICIENT IN. TO ACyIErE MIN. EMBEDMENT OF I• INTO WOOD FRAME uEuBER. 4) USE SILICONIZE0 ACRYLIC CAULK BEHIND WINDOW FIN AT HEAD. SILL h JAMBS. L vATI N =) USE StUCONRED ACRYLIC CAuuc FOR PERIMETER SEAL AROUND vlEw u x RIOA 6) cuss TTMCEXTERIOR OKNESS MAw1rV RY PER THE REMAREMEmn or ASTM E1300, GLASS. CHARTS. T.! ' r : ) - rAr,' ::• a f` 1- 1) INSTALL wSTALLATgM FATENERS AT 6" wLx. FROM CGRNERS a.r. , t.., .•.i..tw A:'v'.b'a AND MAX. 14" O.C. DESIGN PRESSURE. CAPACITY Or INSTALLATIONS (rH ANCr.3R SPACING AS STATED. IS TDA PSF FOR ALL AVARA9, r SIZES UP TO 119, x 49 5/8' MAX. REV DESCRIPTION DATE INi FLORIDA EXTRUDERS INTERNATIONAL. INC SANFORD• FLORA TITLE: INSTALLATION ' DE T A..1L W/ R8 SCREWS HORZ. St. I DING FIN WINDOW XOX CONFIGURATION- SERIE; 1000 DRAWN BY: BB AOROVED BY: C 1 ` 2L 2 DATE:12117/01 SCALE: N. T. S. I DWG.: FLEX0029 PRCPAREO IT, PROOL'CI t AiG:ICATM" ENG1G4CRING. IK.. JW INTERNATIONAL KVT„ SITE 2W. KATHRSV• f:OTIDA U74 PGOC 407 WS-0163 r- 407 025-0166 CONCRETE OR CAULK B£Tv£EN WOOD ONE BY vODD CONCRETE OR --- INS 1AlLPiION ANCHOR BUCK BT DIH£R$ MASD)(RY OPENING MASONRY OPENING BUCK L MAS•Y. OPfENING }/( S- PT DI. A?CON BI OTI¢RS CALL TIP TO BY OTHERS BY DINERS II B. v. i 1-,... 1. ONE BY vOOD t ( BUCK VIDTH) CN7C lI(NT Mx at DINERS 1/ 4' SHIN AC TIP Mx MIN. FLANGE TTPE SP4"E HP x. I IH2 26 1/2 x 26 CAULK BETWEEN EMBEDMENT vINDOv FRAME SHIN AS RED-D. INS 26 11/2 x 16 3/a VINDOV FLANGE C C JAMB (SEC NOTES) I 1N4 26 I/' x 56 1/4 L VOGD I N S 26 1 X S6 1/. INSTALLATION ANCHOR. 1M5 26, 112 X 63 1 7/16- DIA. TAPCGN IH 26 I/2 x 72 SHIN x SPACE MAx. I3 37 x M 3/1 RIGID VINYL 24 37 x So 5/a GLAZING BEAD 2 S 37 x 56 1/4 25 37 X 63 GLAS'' ( TIP.) 26 37 , 82X o NOTES) NOTC--1 / p 33 53+1/a x 3a 3/a 34 53 1/3 x SO 5/5 STUCCO j 315 SJ 1/4 x S6 1/4 BY OTHERS I _ 35 13 1/a x 63 PERIMETER SHIM AS REOD. 6 f x 7 SCE NOTES) 022 CAULK BETWEEN 023 74 x 38 3/9 CAULKexCAULKFLANGE02474XSD6/a vx BYDINERSBUCKLVOODBUCKo024574x561/4 FLANGE TYPE NEIGMt) ID23 74x 63 HEIGHT) VINDEIV FRAME 74 X 72 MEA N£AOCRER PCRIMfiERGLASS (TYPJ CAULK STUCCO 20u2 Y 24 x SEE NOTES) BY OTHERS BY OTHERS .20w30w 24 x 36 20Y4Ow 24 x 46 V.V. vINDOv vIDTN) r 20w46w 24 x 54 CAULK BEiv_EM 20u50u 2+ X 60 G BPENI w N ' x 7 SECTION B-B NAVY. OPENING 30u20w 36 X 24 RIGID VINYL 1) BY OTHERS 30u30u 36 x 36 GLAZING HEAD 1) SH(Y AS REO'O. AT EACH INSTALLATION ANCHOR. MAX. A%LONASLE 33OM40U 36 X S4 T YP.) S10Y STACK TORE t/4', 3pY50u 36 x 60 2) WINDOW FRAME MATERIAL: ALUM)NUM ALLOY 6063. 3Ow60w 36 x 72 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO ACHIEVE MIN. P(RIMETER FLANGE TYPE EMBEDMENT OF 1-1/4" INTO MASONRY OR CONCRETE. 40w30w 48 X 16 CAULK VINDOV FRAME 4) USE SMJCOmZEO ACRYLIC CAULK BEHIND WINDOW FLANGE AT MEAD it 40U40M 46 X 48 BY OTHERS ' . Ji1MUST BE ATTACHED TO THE SUBSTRATE WITH vULICEM 40Y+6M 4E X 64 SILL 116 AGHESIESIv£ CAULK OR APPROVED EOWL. 4p(ISDu 46 x 60 S) USE SILICOmZED ACRYLIC CAULK FUR PERIMETER SEAL AROUND AOw60Y 4! It 72 ExTER10R OF WINDOW FLANGE. w 6) IF CxACT WINDOW SIZE IS NOT LISTED IN ANCHOR CMART. USE 46M301N S4 X 36 a ANCHOR OUANTIrr LISTED WITH NEXT LARGER SIZE. FOR THE 46u40u 54 X 54 4 X 48 APPROPRIATE OESICN PRESSURE REO' D. 466M50M 54 x 60 7) CLASS THICKNESS MAY VARY PER INC P.EOUIREYENTS OF ASTM Et300 . N N S. x 7 CAULK BETWEEN V V GLASS DESIGN 2ou x 4 VINDOV FLANGE 8) LETTER DESIGNATIONS ON THE TAPCON LOCATION CHEAT USING WU40M 60 x 36 L PRECAST SILL a WHERE RTAPCONELEVATION ANCHORS ARE TO DE INSIALLEO WHEN USING THE SOMA6M 6C X 48 V/VLILKEN LL PRECAST SILL ExTER10R E!£ VAtION AS A KEY. SOu46u 6C X 54 ADHESIVE CAULK Br OTHERS - SECTION A -A 9) ALL FACTORY APPUEO HOLES NOT DESIGNATED FOR TAPCON ANCHOR 5pu50u 60 x 60 OR APROVED COL. SHOULD BE FILLED WITH / 8 SCREWS OF SUFFICIENT LTH. TO-PRWiDE S0w60N 60 X 72 MIN. 5/3 IN. CMBEDYENT INTO WOOD BUCK. 56w2ou o0 10) APPUCATION OF VULKEu 116 ADHESIVE CAULK AT FRAME SILL MUST 56w30Y 66 X 36 W.W. A COMPLY WITH SEALANT MA. VUFACTUP.EP.'S P.ECOYuENOATpNS. 56u+Ow 66 x 48. 56u.6u 66 x S+ I!) ONE ADDITIONAL FIELD DRILLED 4 INSTAL_EO ANCNOF IS REO'0. W 55u50u 66 x 60 A B C EACH JAMB ON THE FOLLOWING SIZES: TJ25" (73 F 62). "D26" SEu60u 63 x 72 rJ Y60Y" (71 X71J PLACE Y N TO TO TO TO I TO I TO 4xr f R 7 C C C C. M C.M C.M C C C O. H G M GM C C C G. M G.. G^u C C C G. M G.M GMJJ C C C G. M G.H1J G m.f j C C C C. M GMJ.J c N%u C C C G. M G..m G.M C C C C. h G.M1.4 G,n,IJ C C C C. M GMJJ Gl..%J C C C G. M GMJJ C.rJ.J C C C 1: M.I•J C.MJ.J E,F.G.H.0 C 4. B.0 e: E c:.( G:M 4M cMJ.J C B. 0 C G.M GMJ.J G.nJ.J C B.0 0 G.MJ.J c•MJJ E.F.:.•1JJ C B.0 B. 0 C.MJ.J c.MJJ E.F.G.NJJ C e.0 E. 0 G.M.0 f.F.0 m.0 E.F+.nJJ n. S.0 B. 0 a:E.O C:M c HjJ c.:iJ B.C: B.0 A--.C.D GMJJ GMJJ E.F.G.M.0 B.0 B.0 A.3.C.0 GMJJ E.F.OMJJ E.F•:,,n u e.0 e.0 Ucc:o G.M.I.J E.F.GM.IJ E.F.1i.n,LJ• S.0 e.0 A.E 1.0 cM.IJ E.F,GM!.J E.F.c ».IJ• L C C G. M C.M G.M C C C GM GM C.M C C C cM CM CMJJ C C C G. n cm G.nJJ C C C Cn. GMJJ vlI C C C G, H G.N GM C C C C. N G.NJJ GMJJ C C C GM GMJJ GMJJ C C C C. M GMJJ GM.0 C C C G. M,IJ C.NJJ E.F.G.H.LJ C C B.0 G.M G.N V. GMJJ C C e.c G.n C rIJJ GMJJ C C I B. 0 G.M CMJJ GMJ.J C C B.0 C.MJJ c.MJJ E.F,G.M.0 C C B.0 G.M IM E.P G.H J f M I o. M G M C B.0 B. 0 GM G.M OMJJ C B.0 e. c GM I G.MJ.J G.MJJ C e.0 B.0 G.MJ.J CMJJ E.F.c.H.0 C B.C. B.0 G.M.IJ GMJJ E.I.GMJJ f BC 3.0 MI F I i I ftrmij M G.M G.M C B.0 e:c G.C.H GM CMJ.JC B.0 e.0 G.M I C.MJJ c.MJJ C B.0 B.0 c,M..0 C.HJJ E.r.GMJJ C B.0 E.0 GMMJJ CMJJ E.F.G.n.0 C B.0 S.0 C.M.0 . Cf.GMJJ E.f.G.n u e.0 B.0 A B.C.: OM G.M G.HJ.J S._... _ ex, A3.C.0, GM GMJJ. J GMJ E.0 B.0A ., C.: G.M.IJ I CMJJ E.0 B r A. S.C.: G.M.0 E.F.C.M i E.F.G.MJJ S.0 B.0 3. C.: G.NJ.J E.F.GM.I.J E r.G.n Ix 1. n U.n 73 X-71). 56MBOM (65 x 71). @ - w y 72 X'}6 a B.0 A.?.C.: GM G,n GMJJ ANCHOR BETWEEN ANCHORS "G AND I' AND BETWEEN ANCHORS "M 6OU40M 72 x 4a E. 0 S.0 A.B.C.: G.n GMJ.J GMJJ E / AND J" OVER. SS PSF ONLY. 60Y+6V 72 z S+ 6 : 8 A.S.C.: G.N I.J G.MJ.J E.F.G.NJJ 12) WHERE WINDOW IS INSTALLED W MASONRY OPENING W17H A STRUCTWv. ySOu 72 X 6C S.; B.0 A.'.C.: GM.IJ E.f.GMJJ F TWO BY WOOD1-3/ BUCK. USE I <0 SCREWS I STALW N: LENM T0, 12 X. 72 1 B.0 +. RE G. M I J • E. F G ,IJ : G M I J• W H. ACHiE'h 1- 3/B" MIN. EMBEDMENT AT AFL WStALLAIgN FASTENER ADDI710NAL Ar,.!-LOBS RED'D. S=E NOTE )1 G ' LOCATIOkS. ON SIZES NOTED W NOTE 1:1 ADD A ,2:0 SCREW H ANCHOR. TO EACH JAMB FOR NOTED DESIGN PRESSURES. INTERNATIONAL, INC' FLORIDA EXTRli DERS SANFORD. FLORIDATITLE: INSTALLATION DETAIL U/ TAPCONS J XANUFACrUng K ! HORZ. SLIDINGFLANG=-uINDOw — SERIES 1000 aFLdiP/pp IZZW42 ER A ELEVATION DRAWN BY. BB APPP.OVED BY: VIEWED FROM EXTERIOR - --- 5.!„:,U DATE:10/23/O1 SCALE:NTS DWG.: FLEX00-710 PPrPAAE_ it. PPUMrT L 4PPLICATLUN C.K.I+ftf:Ni. U{.. 25C IN TiRMA'1•• Pxvf_ -XTC zu. MC A(-XT:. r7n;aY 32746 P.fi.[ •:7 603-0)63 A FA ONE BT WOOD BUCK BY OTHERS CAULK BETWEEN WINDOW FLANGE WOOD BUCK STUCCO J BY OTHERS PERIMETER CAULK gY OTHERS RIGID VINYL GLAZING READ TYPJ CAULK BETVCEN CONCRETE GR WOOD BUCK L MASONRY OPENING MAS'Y. OPENING BT(0 RS BY OTHERS p,! ENDEDEMIN. EMBEDMENT INSTALLATION ANCHOR 3/ I6' DIA. TAPC13N SHIM AS REO'D. I/ V MAX. SEE NOTES) FLANGE TYPE vINDOV FRAME HEADER GLASS 7YPJ (SEE NOTES) 1-"" MIN ANCHOR BUCK VIDTM) ' CMEC OM[Mi INSTALLATION ^ I ONE / T WOOD J/l6' DIA. TAPCON `j^ BUCK BY OTHERS - S1 0 BT HERS SWIM AS REO'D. RIGID VINYL 1/ 6' MAX. C GLAZING BEAD ME MOTES) ITYP.) GLASS r- fu Ai irPxSEENOTES) FLANGE TrPE - WINDOW FRANC , s CAULK BETVCEN v WINDOW FLAME; £ PERIMETER L WOOD BUCK CAULK By OTHERS W. V. WINDOW WIDTH) I EIGHT) Bx BUCK HEIGHT) CAULK BETWEEN WINDOW FLANGE L PRECAST SILL V/ VULKEN It6 ADHESIVE O SECTIONB- CAULK. OR APRV'D. COL. FLANGE TYPE PERIMETER WINDOW FRAME CAULK SELL BY OTHERS CAULK BETWEEN WOOD BUCK L MAST. OPENINC By OTHERS CONCRETE OR MASONRY OPENING BY OTHERS 9 PRECASTSILLW. W. A A0 BY OTHERS O A B C O 1) t SECTION A -A q 1) SHIM AS REO'0. AT EACM INSTALLATION ANCHOR. uAX. ALLOWABLE D SHIMTDBEt/a-. 6063. E FRAME 2) vn4DOwSTALL RAPE MATERIALALUIXINUM ALLOY 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. TO ACHIEVE MIN. EMBEDMENT OF 1-1/.-INTO MASONRY OR CONCRETE. ACRYUC CAW( BEHIND wINDOw FLANGE AT MEAD A) USESIL1mZEDeJAMBS. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH J VULKEM 11a ADMES1v£ CAW( OR APPROvED EQUAL. B K p 1% 5) USE SIuCTmZEO ACRYLIC CAULK FOR PERw!TLR SEA: AROUND W.H. F EXTERIOR Of " DOw FLANGE. EXACT WINDOW SIZE IS M07 LISTED IN ANCHOR CHART, USE G a . 1) 6) IFSIZE. FOR THE ANCHOR OUANTTTYLISTEDWITHNEXTLARGERAPPROPRIATEDESIGN PRESSURE REO'D. THE REOuIREuENTS Of ASTM V 7) GLASS TMICKMESS MAY VARY PER Et300 CLASS CHARTS. 8) LETTER DESIGNATIONS ON THE TAPCON LOCATION CHART INDICATE - H TAPCON LOCATION CHART CALL BUCK LOCATIONS IN HEAD LOCATIONS IN 'JAMS SIZE SIZE • 30.v TO ATPsr I Av TO 70PSF 30H1v TO 600V A ).v TO 7}v 12 to 1/5 A 2S B B F,0 r,c U 1a 1/e X. 37 3/8 B B r•C 1. Is 1/a 1.49 5/8 e e G ' F.c 145 1e 1/8 X 33 1/. 8 B L0 I•C- 15 a 1/5 1 L2 B a r.0 • r.0 16 to 1/e A 11 B B F,0 F.O.MJ 7 1 X a r tGJ IM- 25 1/2 X 25 B B IM3 25 1/2 1 37 3/8 B 8 I.G r,c IM. 25 1/249 5/8 B B F.0 r.c.MJ IM.5 A 25 1/ 2 x 13 l/. B B F.0 F.GJ•J INS 25 1/ 2 X 62 B B F,G G.NJ ING 25 1/ 1 A 71 8 8 FJ7 F.G,MJ 1M7 2S 1/ 2 1 83. B B F.GJ.K F.CJ.K 30 1/2 . 26 29 1/2 A 25 B B f& 14 F,C 1/2 . 363/a 29 1/2 A 31 3/8 5/8 BBr.0 F.G 30 1/2 . 50 5/8 29 1/2 A 49 S5 1/. BB f,G r.c.r.J 30 1/2 . 56 1/. 29 1/2 1 62 B B F.0 F,ChJ 30 1/2 . 63 30 1/2 . 72 29 1/2 X 29 try X It. 8 e F.c.MJ F."i 30.1 . 14. 29 1/2 A 83 B B F.CJ.K f.CJ.K 22 23 36 X IS 34 37.3/ e B B F,C F.0 24 36 1 41 S/6 D B B 8FA F.0 f,thJ GJ1J 245 IS361 55 t/N 36 X 62 B B F,CJ4 r,G!'.J 26 36 1 71 B a f,G,M.I O.ti.cv 7 36 1 63 B B F.GJ.K r.GhJJ.K Q . 36 3/ e at X 25 1 X 37 3/6 B B F.G G.MJ 2 . so s/ 1 1 A 49 5/8 B B B 8 F,GG.NJ F,ChJ I.OhJ 42 . 56 1/ 4 A2 . 63 1 X SS 1/. 1 X 62 B e F.TxI O.tlArJ 42 • 72 1 X 71 B B F,G.NJ O.U.G,nJ A A AI X 63 r G .K r.C.NLI.J.K Aa . 26 47 x 25 8 A.0 A.0 r,C r.G. MJ a . 38 V71373/e 5/8 B A.0 f,G F.C.MJ U 6 . 56 1/• 9 1 X 55 t/• B A.0 r.GhJ r.Wu 48 . 63 F, GJH.I 0u.c: OJ 6 1 72 1 . 7 X 71 7 X 83 8 A.0 r,GJU O.Er.G.T,.1 o f -' N 32 52 1/ 6 X 23 8 A.0 F.0 0 F.0F.C,r.J 33 3A 52 1/a 1 37 3/e 32 1/e :. 9 S/6 B B A. 0 A.0 F.C.M.1 F.G.MJ 345 52 1/ 8 X 55 1/4 a A.0 r,0.M.1 D.E.F.C/HJ 35 52 1/ 8 X 62 8 A.0 f.C.H,I D.E.FC.M.1 36 52 1/6 x 71 a A.0 f.C.NJ O.E.F,G.Mi p 32 9/0 X a3 8 C F,GJ.K O.ESGj.":K' 37 SIZE NOT AvMLABLE IN 1000 OR IWO SERIES. WHERE TAPCOM ANCHORS ARE TO BE INSTALLED WHEN USING Mc RS INTERNATIONAL. INC 9) ALL F ORY APPu£O HOLEELEVATION AS SHOTDESIGNATED FOR TAPCON ' , ANCHOR. SHOULD BE. FILLED wtTH /B SCREwS Of SUFFICIENT LYM. A t0 PROVIDE UN.-5/8 IN. EMBEDMENT INTO WOOD BUCK. 10)PRINT FLORIDA EXTRUDERS TOOT E EE SINGLEmP& IS SHOWN. T20 ELEVATION PRIM ALSO APPLIES 10 THE FLORIDAfEXTRUDERStS00ANO2000SERIESSINGLEMUNGS. 11) wHERE w"00w IS INSTALLED IN MASONRY OPENING wRH A SrRuCTWAL Two eY w000 BUCK, USE /10 SCREWS OF VIEWED FROM EXTERIOR SUFFICIENT LENCTM TO ACHIEVE 1-3/8" MIN. EMBEDMENT At ALL INSTALLATION FASTENER LOCATIONS. FLORIDA EXTRUDE SANFORD, FLORIDA TITLE:INSTALLATION DETAIL SGL. HUNG FLANGE WINDOWS'- SERIES_1000 , 1 00 a 2000 DRAWN BY.: BB APPROVED BY: DATE:IO/ 09/01 1SCALE:NTS DWG.: FLEx0016 PRE?ARSD 1•: PRODUCT A APPVC/.TIDN 04INZERX•G. HNC.. 250 DRERNAnOK% P.T., SLATE 250. MEAT"". FLORIDA 32746 P?CNE •07 605-=5 MAX 407 SCS-0366 a CAULK BETWEEN SHEATHING VINDOV FIN L BY OTHERS SHEATHING INSTALLATION ANCHOR RB VCOD SCREW STUCCO BY OTHERS F ERIMETER CAULK rOTHERS VINDCV HEIGHT GLAZING ( TYPJ SEE NOTES) PERIMETER CAULK INSTALLATION ANCHOR so WOOD SCRCv 1' MIN. EMBEDMENT TWO BY WOOD BY OTHERS SHIN AS RCO'D. SEE NOTCS) 1/ K' MA SHIM SPACE FIN TYPE WINDOW FRAME HEADER GLAZING ( TYP.) SEE NOTES) VINDCv WIDTH SKIM AS REO'D. — SEE NOTES) M- kN A t NAME'- GLAZING ( T) A ' V (SEC NOTES) v[. r00v I W.DTK—"I I A I 9 6 24. C.C. MAX, ( TYP.) EQUALLY SPACE WINDOW ANCHORS ( TYP.) HEIGHT r- lILlamA JL TYP)6' MAX (TTPJ FIN TYPE ELEVATION WINDOWFRANCSI( ARBLE SILL VIEWED FROM EXTERIOR STOOL BY OTHERS TWO By WOOD BY OTHERS STUCCO III By. OTHERS CAULK• BETvEEN WD( DOV FIN SHEATHING L SHEATHING' BY OTHERS I' MIN. EMBEDMENT SECTION A -A fiN TYPE WINDOW FRANC JAMB . PERIMETER CAULK BY OTHERS 1' MAX SKIM SPACE TWO By WOOD STUD BY OTHERS 1' MIN. EMsEDr. ANi SHEATHING - BY OTHERS CAULK BETWEEN WINDOW FIN L SHEATHING INSTALLATION ANCHOR 28 WOOD SCREW STUCCO BY OTHERS SECTION B=B NOS• 1) SMtu AS REO.O. Al CACM INSTALLATION ANCHOR. MAX. ALLOWABLE SKI( SACK TO Et 1/4% 2) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063: 3) INSTALLATION ANCHOR MUST BE OF SUFFICIENT LTH. 70 ACKtEvE wN. EM8EDME)R.OF 1'-INT0 w000 BLOCK. A) USE SUJEONIZEO ACRYLIC CAULK BEHIND WINOOW FIN AT MEAD. SILL k JAM?S. S) USE SDJCOI ACRYLIC CAUL( FOR PERtuET.R SEAL AROUND EXTERIOR OF w740w FRAME. 6) IF EXACT- WINDOW SIZE IS NOT LISTED 'I( ANCHOR CHART, USE ANCHOR OuAI LSTED-wITK NEXT LARGER SQE. 7) GLASS THICKNESS MAr VART'PER THE P.EOVIREAENTS OF ASTM E1300 GLASS CHARTS.. B) FLORIDA EXTRuOERS 1DD0 SERIES SINGLE HUNG IS'SHOWN. THIS PRINT ALSO APPLIES TO THE'FLORIOA ETRUDERS 15W AND 2000 SERIES SING:. HUNG WIDOWS. REV DESCRIPTION DATE INI -.INTERNATIONAL, INC. FLORIDAEXTRUDER„ SANFORD. FLORIDA TITLE: INSTALLATI•'_'N DLTAIL W/98 SCREWS SINGLE HUNG F;N WINDOW — SERIES 1000,1500. L 2000 DRAWN BY: B3 APPROVED BY: Z:. I T,(L: . DATE:12/13/01 ;SCALE: N. T. S. DWG.:FLEx0026 SHT t OF 2 PREPARED 3" PRODUCT L'PPLIUTid CNGINCCRING. M. 2W MTCRNATIDr AL PKWT.. SUITE Z50, r:+c,:R:v. YLORIW 31 Pr2:A_ 407 005-0365 'FAA .67 50-0366 CONCRETE OR MASON(, OPENING BY OTHERS ONE BY VOOD BUCK BY OTHERS CAULK BEiVEEN VIL VGCDLBuCANGr D STUCCO J By OTHERS PERIMETER CAULK By OTHERS GLASS (TIP.) SEE NOTES) \ Vx VINDOV EIGHT) PERIMETER CAULK BY OTHERS CAULK BfTVECN VINDOV FLANGE t PRECAST SILL V/VULKEM 116 ADHESIVE CAULK ORyAP•RV'D. EOL. L v INSTALLATION ANCMC11r3/16- DU. TAPCOM CAULK BCTVEEN vCD0 BUCK t MAST. t)PENING HT OTHERS GLASS ITrP.) 1- 1/4' MIN. (SEE NOTES) p p Cr.Bf Dn£nt ' 5 SHIMASREO'D. Q' 1/ A• )LAX. xYi SEENOTES) FLANGE TYPE VInDOv FRAME W. W. RIDGED VINYL A GLAZING BEAD BUCK / 1 HEIGHT) B B RIDGED VINYL GLAZING' BEAD W.H. (I Aza• OC, MAX, (TTPJ r 6' MAX., (TIP.) 1 FLANGE TYPE VINODV FRAME a PRECAST SILL BY OTHERS SECTION ' A —A-,. ELEVATION VIEWED FROM ,EXTERIOR B. v. BUCK VIDTH) SHIM AS RCO'D. 1/ 4' MAX. SEE NOTES) RIDGED VINYL GLAZING BEAD CONCRETE OR MASONRY G?ENING BY OTHERS D INSTALLATION ANCHOR 3/ 16' DIA..TAPCON . . v O ON£ By VDOD BUCK BY OTHERS v FLANGE TYPO v V( nDDV FRAME CAULK BETVEEN VINDOV FLANGE PERIMETER L VOOD BUCK CAV-K Br CinERi CAULK BEtVCEn VOOD BUCK a V. V. NAVY. OPENING VINDOV WIDTH) I BY OTHERS STUCCO BY OTHERS SECTION e-e tBOjESwu AS REO'0. AT EACH INSTALLATION ANCHOR. MAX. ALLOWABLE SHIN STACK TO BE 2) WINDOW FRAME MATERL-A- ALUMINUM ALLOY 6063. 3) 3/16. OL. TAPCON INSTALLATION ANCHORS MUST BE OF SUFFICIENT LTM. TO ACHIEVE MIN. EMBEDMENT OF 1-1/4*INTO MASONRY OR CONCRETE. A) USE SOXONIZED ACRYLIC CAULK BEHIND W24DOW FLANGE AT MEAD k JAMBS. SILL MUST BE ATTACHEDTOTHESUBSTRATEwrmVULKEM116ADNESwECAULKORAPPROVEDEOUAL. S) USE SILK.OMZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLAMM 6) IF EXACT YANDOW SIZE IS NOT LISTED IN ANCHOR CHART. USE ANCHOR CUANTITy LISTED WITH NEXT LARGER SIZE. FOR THE APPROPRIATE OES:GN PRESSURE REO'D. 7) GLASS THICKNESS MAY VARY PER THE REOutREMENTS OF ASIM E1300 GLASS CHARTS.. B) WHERE SPACING BETWEEN TAPCON ANCHCRS EXCEEDS 24 IN. O.C.. IS SCREWS:OF SUFFIWNT LTH. TO PROVIDE MIN. S/B IN. EMBEDMENT IN,O WOOD SUCK SHOULD BE INSTALLED. . 9) FLORIDA, EXTRUDERS f000 SERIES FIXED WINDOW IS SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 2000 SERIES FIXED ww00WS. 10) SEE BACK OF THIS Shy. FOR RiSTL'N ANCHOR REOLXREMENTS. 11) APPLICATION OF vULKEM 116 AOMESIYE CAUU( AT FRAME SILL MUST COMPLY Wrtn SEALANT MANUFACTURERS.. RECOMUENGATIONS..-- - --- 12) WHERE rMN00w K wSTALLEO IN MASONRY OPENING wnM A STRuCTUAL TWO BY WOOD SUCK. USE ft0 SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1-3/B' )+• EMBEDMENT, IS) WINDOW UNITS GIN BE MuLL£0 TO OTHER UNITS USING ALUMINUM TUBE uuLuON. SEE MUll10N INSTALLATION SHEETS FOR P•EOUIREMENTS. INTERNATIONAL: I:C FLORIDAEXTRUDERS_ sANFORD.. FLORIDA T1TlE: iNSTALLATil7N DETAIL V/ ONE BY BUCK F1xED. FLANGE WING-uv -SERIES 10008 2000 1 , , ' I. DR4WV 8Y:23 APPROVED BY: 2 0002 •• • DATE:10/22/0I (SCALE: NTS DWG.: FLEX0018 SKEET 1 O: 2 PHOH( 407 l65-0363 TAt A07 PRCPARLO lM:,PAOOUCT T((,.ND(OCr CORP.. 250 NTUbUTKINAt Part. SVIT£ 230. 1`CAiMR?A, M1OKOA 37746 w SHEATHING BY GTKERS CAULK BETWEEN VINOOV AFHN NL SHEINSTALLATION ANCHOR IIB SCREW EXTERIORINISHOTHERS PtRINETER / CAULK -- Br OTHERS VINCOVHEIGHT EXTERIOR PERIMETER CAULK By OTHERS \ 1NSTALLATI13N ANCHOR \ we vGOD SCREW EXTERIOR FINISH BY OTHERS GLAZIN( SEE NOTE 6 I• KIN. EMBEDMENT r vm0 FRAMING BY OTHERS • NT FLORMA B•0-A.F. SHIN AS REO'0.•`— N' SEE NOTES) %U'FlLCrURER v6 MAX. FSHIPSPACE M A g R tf 7 +++ GLAZING SEE NOTE 6) CAULK BETWEEN I WINDOW FIN 1•HIN. ETH3EOMENLSHEATHING SHEATHING BY OTHERS SECTION A -A HEIGHT FIN TYPE VINDCV FRAME r— _ SHIM AS REO'D. 1/.' NAIL cSEE NOTES) WOOD FRAMING BUCK By DINERS EXTERIOR FIN TYPE vINDOv FRAME A ELEVATION VIEWED FROM EXTERIOR VjN00V vlDTM 1{• I/z M"• Shim SPACE n WOOD CRANING By OTHERS SHEATHING 3Y OTHERS INSTALLATION ANCHOR 83 SCREW CAULK BETWEEN WINDOW FIN L SHEATHING SECTION B-B CxTCR10R FINISH PERIMETER CAULK BY OTKERS BY OTHERS NOTFs- 1) SHIM AS REO'0. AT EACH INSTALLATION ANCHOR. WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/6'. 2). WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. 3) INSTALLATION ANCHORS MUST BE OF SUFFICIENT LENCHT TO ACHIEVE MIN. EMBEDMENT OF I- INTO WOOD FRAME. 6) USE SVCOPUZED ACRYLIC CAULK FOR PERIMETER SEAL AROWND.EXTcL-MR OF WINDOW FRAME. 5) USE -SNCONIZED ACRYLIC CAULK BEHIND WINDOW 6) GLASS THICKNESS MAY VARY PER REOUIREMENTS OF ASTM E1300 CLASS CHARTS. SINGLE GLAZING IS SHOWN. INSULATING GLASS*ALSO OUALIFIED. 7) FLORIOA EXTRUDERS 2000 SERIES FIXED PICTURE WINDOW IS SHOWN. THS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 1500 AND 1000 SERIES PICTURE WINDOW.' g B) SPACE. INSTALLATION ANCHORS AT 6- MAX. FROM CORNERS AND MAX. 26' O.C. DESIGN PRESSURE CAPACITY OF INSTALLATONS, WIT! - ANCHOR SPACING AS STATED. IS 70.0 PSF FOR ALL, AVULABLE SIZES UP TO 7r x_71' OR 63' X 95' OR 119• X 37-3/2- MAX. 9) WINDOW UNIT CAN BE NULLED TO OTHER UNITS VSING ALUMINUM TU?E MULLION. SEE MULLION INSTALLATION SHEETS FOR RECIREMENTS. IDA'ft: I /•I JI UC PRTPARFO BY: PROOVCT TECMHOLOCY CORP_ 250 "IT(RHATKYUL PKWT, 54 250. IDWG.: F LLXUUJU 3_:7.6 PHONE 407 COS-0365 TAX 407 U CAULK BCTVEEN VINDOV LANCE L VOOD BUCK CH-PCRETE OR MASONRY EVENING IT O'-ERE EXTER:7N FINISH 9r OTHiRi PERIMETER CAULK IT OTIERs vlNDEv FRANC HEAD EXTERIOR CAULK BETVEEN VOOD BUCK L MASONRY OPENING By OTHERS ONE BY VOGD BUCK BY OTHERS INSTALLATION ANCHOR 3/16- D:A. TAPCON MIN. 0 EMBEDMENT 1 1/{• MAX. SHIM SPACE SHIM AS RCO'D SEC MOTES) GLAZING <TYP. SEE NOTES) WINDOW FRANC SILL PERINCTER CALK BY OTHERS 1 ExTER.IGR FINISH BY ETHERS CAULK BETVSCN VIX=V FLANGE 4tWOODBUCK CQNCRE I wt KASO. Y . CAUJ( BETVEEN BY G'iERS ft&%OmiY NING SECTION A -ABYOTHERS INSTALLATION ANCHOR 3/16' DIL TAPCON SHIM AS RCO'0. SEC NOTES) NOTFe. I) SHIM AS REO'D AT EACH INVALLA'ION ANCHOR WITH LOAD BEARING SHIM. MO. ALLOWA8LE SHIM STACK TO BE 1/4 2) -WINDOW /RAMS MATERIAL: ALUMINUM ALLOY 6063. 3) 3/16' OIA. TAYON INSTALLATION ANCHOR MUST 5E OF SUFFICIENT LTM. TO ACed£vE MN. EMBEOMENT OF 1-1/4- INTO MASONRY OR CONCRETE. PLACE TAPCON ANCHORS 6- FROM CORNERS k 2A' 0. C. MAX. ALL FACTORY APPLIED HOLES NOT DESIGNATED FOR TAPCON ANCHORS SHOULD BE FILLED WITH /8 SCREWS OF SUFFICIENT LTn. TO PROvIDE MIN. 5/8 IN. EMBEDMENT INTO WOOD BUCK. a) W/MERE WINDOW IS NSTALLID IN MASONRY OPENING WITH A STRUCTURAL TWO BY BUCK. USE 110 SCREWS OF SUFFICIENT LENCTr. TO ACHIEVE 1-3/8' MIN. EMBEOMENT AT SINE SPACING STATED IN NOTE 3. S) USE SIUCONIZED ACRn C CAUU( 5:HND WINDOW FLANGE AT HEAD. SILL JAMBS. 6) USE SILICONQED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF VAN00W FLAmCE. 7) GLASS THICKNESS MAY VARY PER TnE REOUIREMEN-S OF ASTU E1300 GLASS, CMARTS. SNGLE CWING IS SHOWN, INSULATING CL45S IS ALSO QUALIFIED. 8) BUILD DOWN ABOUND C~-O PORTION OF WINDOW FRAME TO BE ENGINEERED BY OTHERS. BUILD DOWN MUST BE OF SUFFIECIENT STRENGTH TO AOEOUATELY TRANSFER LCAO FROM WINDOW TO THE S'RUCTURE. 9) FLORIDA EXTRUDERS 1000 SERIES DESIGNER w1NDCw SHOWN. THIS PRINT ALSO APPLIES TO FLORI0A EXTRUDERS 1750 SERIES d 2000 SERIES. 10) ELEVATIONS S:,OW COMMON CONFIGURATIONS. IT IS Nor INTENDED TO UMfT USE OF HIS PRODUCT TO THES= Two CONFIGURATIONS. THIS SHEET APPLIES TO ALL CONFIGURATIONS THAT CAN 6E MANUFACTURED FROM THE 1000. 1750. & 2000 SCRIES DESIGNER MED WINDOW FRAMING SYSTEMS. 11) WINDOW UNIT CAN BE MULLED TO OTHER UNITS USING ALUMINUM TUBE MULLION. SEE -MULLION INSTALLATION SHEETS FOR REOUIREM?NTS, L 1/1 MAX. EXTERIOR ELEVATION SHIM SPACE SHIM AS RCO'D cSEE NOTES) VINDDv FRANC JAMB GLAZING (TYP. SEE NOTES) 1/4' MAIL — Shin SPACE r V PERIMETER CAULK — BY OTHERS / EXTERIOR FINISH J BY OTHERS VINDOV VIOTM 1-1/4' MIN. EMBEDMENT ONE or WOOD BUCK Br OTHERS INSTALLATMN ANCHOR 3/16' DIA. TAPCGN B CAULK BETWEEN VSO BUCK t M..S•r OPENING BY OTHERS I CAULK BETvECN VINOCE EB2D BUCK LVBLKKCCWICRETC OR MASONRY OPENING BY OTHERS SECTION B- B EXTERIOR ELEVATION C INTERNATIONAL, INC EMBEDMENT 1- 1/ A•M'N• At+" _ - FLORIDA E. XTRliDER„ SANFORD. FLORIDA Q N1I . ONE BY vpOO BUCK Br OTHERS TITLETLANGE INSTALLATION DETAIL CONCn--TE HEADER V/I BY BUCK DESIGNER FIXED WINDOW 1000. COSERIES 1750. 620DRAWNBY: BB APPROVED BY: DATE:02it2i02 SCALE: NTS DWG.: FLEX0035 HKrr() N••. A•>,[t 1(CwpLG• O•. N'M Yf<Arfpr l.a. L':t tHA .<...Cv. IM)tlM IPNY Aq( pp•AX1) Yu a! C:•OM INITµLAT:ON ANC.-Cl; ONE By BUCK 0 SCREV BY OTHERS' BUCK vlDin CAULK BETVCEN v BY OTHERS BUILD DOVN NGFLANGELS.KATHING uts0 APPL;CS NOTES, By FRAMING TO SILL) t) SHIM AS P.EO'0. AT E.Kr. XSTµLAT10N ANCHOR WITH LOAD BEARING SHIM. MAX. ByBY OTHERS ALLCWA13LE SHIM STACK TO BE 1/:. PLTVODD S:TPA 2) WINDOW FRANC MA:ER'AL: ALUMINUM AL.CY 6063. By CIHERS MW 3) TA..PCON INSTALLATION ANCHCRS AT SILL MLST BE OF SUrF[ENT LTH, TO ACHISIE SHIN AS RCC-DIIr1-3/6• I EMBEDMENT Lm. EMBEDMENT OF 1-1/E' INTO MASONRY OR CONCRE7E. /10 INSTALLATION SEE NOTES) SCREWS AT HEAO h JAm2S MUST BE OF SUFFICIENT LENGTH TO ACHIEVE 1-3/6' MIN. EMBEDUEENT INTO WOOD FRAMING AND BUILD DOWN WHERE REOSRRED. EXTERIOR rtraSH imVALLATION ANCHORS & SCREWS TO BE PLACED 6 IN. FROM CORNERS @ 2- IN. BY OTHERS O.C. MAX. Y!NDDV rRAHK USE SR.IC0NI2EO ACPr,IC CAULK eEHINO WV400W rLANGL AT HEAD. SILL k AAUBS. IAMB 5) USE S41CONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR Of WINDOW FLANGE. GLAZING <7TP. I W •IAA• 6) CLASS THICKNESS WY VARY PNR T.•E r-3UIRCuCNTS Or ASTU E1300 CLASS SEE HOTCI) SPACE C.-ARTS. SINGLE GLAZING IS SHOWN. INSULATING CLASS-TS ALSO OUALIFIEO. SnIM 7) BUILD DOWN AROUND CURVED PORTION Or wINDOw FRAME 10 BE ,ENGINEERED BrIOTHERS. BUILD DOWN MUST BE OF SUFnC1ENi STRENGTH TO ADEOUATELY TRANSFZR LOAD FROM WINDOW TO THEE STRUCTURE. PCP.:KETER CAULK IT OTMEAS VIKOOV FRAHE. HEAD I WINDOW CXTERIOR 1-3/6' MIN. EMBEDMENT A' MAX. M SPACE CAULK SEMEN TYG Br BUCK L .CJdQEIE Br OTHERS INSTALLA713N AW.-CR a SNE': Q CALvc nT*EN VIN:OV FLANGE L BUCK d 6) FLMQA EXTRUDERS 1000 SERIES OESR;NER w1N„Ow SNOwN, THIS PRINT µSC a . APPLES TO FLORIDA EXTRUDERS 1750 SERIES k 2000 SERIES. ' CONCRCTC OR' 4) ELEVATIONS SNOW COMMON CONFIGURATIONS. IT IS NOT MTENOED TO Uur USE Of r.AS9Ql THIS PRODUCT TO TnESZ Two COMFICURAT-"S. THIS SKEET APPLIES TO ALL PERIMETER CAULK BY CTWASSHINA: SHIN HGif:dD C^-KnGURATIONS THAT CAN BE MANUFACTURED FROM IKE, 1000. 1750. A 2000 By OTHERS SVbES DESIGNER FIxED wADCw FRAMING SYSTEMS. 10) WTNL`OW UNIT CAN ALSO BE MULLED TO OTHER UNITS USING ALUMINUM TUBE VINOOV WIDTH MULLION. SEE MULLION INSTALLATION WETS FOR REOUIREMEMS. EXTER:CJ, FINISH S, CTION B-B BY OT:fRs GLA2;NG (TTP. v— V:mww rRAHC• LL PCiiHETCR ChA.KSt, HCITCL REODBTOTHERS CX'ERICR Y1\ISM IDMS) B* ETHERS SUCKMEIGHT 1/A" MAA. SHIM S=A:E EXTERIOR ELEv,-ION CAULK HIVES. J a VINUN rLANGC I ONE :T VOOD BUCK a L1-1/: MTCEWBAI FLORMA B.0..LF J. CAULK Bi7VEE" ( MSEDMEN' 14WACMER NAM: VOOD},KL HASOI'O. 3PENING ONE :r vCOD 1 f— BY OTHERS BUCK' 31 OTHERS CONCRE:C OR ) cE IQN A —A MA.Si'ER FILE L _ HASDi• - WSTA•-ATION ANCif? By .07KVis 3/16• "A. TAPCON 6 } / ,, ff •)•; XmWWWaWWX P. EXTEPIC-= E' EVATION c.c, .cc us • rW w.c.:a..c w .. un nl .(.Irgv. "Iva. aT.. W.— 1' :QM J I/C PAL AB INSTALLATION L•iOCM 9Do,SPA[( ANCHOR SCRCV (i rP.) CAULK BEHIND FIN I TWO BT FRAMING SHIM AS REO'Q By OTHERSSHEATHINGTVDBYBUILDSCENOTES)'H£RS BrC' DOVM IT OTHERS CAULK BEHIND FIN FIN FRAME JAMB A9 fMSTALLAIMM SNin AS REO'0. 0 NOTES, AS REO'0. ADJACENT t0 EACH INSTALtA:gn ANCHOR WITH LOAD BEARING IIANCHORSCR£V tt rPJ ' tiff Mu:ES) SHIM, MAX, ALLOWABLE SHIM STACK TO BE t/A'. GLAZING cTTP. -.-) I 2) WINDOW FRAME MAT RtAL: ALUMINUM ALLOT 6063. CSI Mal' . 1— r U4. FAA.ACRYLIC 7) USE SILCONIZED CAL'U(.BEHIND WINDOW iN AT NERD. SILL k JAMBS SPACE A) USE SaXONIZED ACRYLIC CAMK FOR PERIMETER SEAL AROUND EXTERIOR OF a C ClKAi WINDOW FRAME. I S) GLASS THICKNESSINGLEMAY vtiIS PER THE REOJUtEMECLA OF ASTM GLASS A OUA13WIEO. CHARTS. SINGLE Cuv'wGK SHOWN, ImSuu:wG GLASS IS ALSO OUAUhED. SHEATmM . 6) SCREW ANCHORS AT HEAD.-SLL Q JAMBS SHOULD BE /8 SCREWS OF SUFFICIENT Bi CTMCRS I ITN. TO PROHDE MINI IN. VIM -EMBEDMENT INTO WOOD FRAME. PLACE /8 zT( RIOR ftNISHJ SCREW ANCHORS.6" FROM CORNERS AND 2A' O.C. MAIL. EXTERIOR IT OTHERS o 7) BUILD DOWN AROUNO CURvT0 PRTION Of WINDOW FRAME TO BE ENGINEERED BY EXTERIOR FINISH OTHERS. BUILD OOWN MUST BE Or SUFNANT STRENGTH TD ADCOUATELY By GTHERS TRANSFER LOAD FROM WINDOW TO THE STRUCTURE. PERIMETER CAULK 8) FLORIDA EXTRUDERS 1000 SERIES OESIOMER WINDOW SHOWN. -THIS PRINT ALSO By OTHERS APPLIES TO rLOR1DA EXTRUDERS 1750 SERIES k, 2000 SERIES. PERIMETER CAULK Br -OTHERS 9) ELEVATIONSSNOW, COMMON CONi1GURATIOMS. IT IS NOT UMMOEO TO LIMIT USE Or THIS PRODUCT TO THESE TWO CONrlCURAT10mS. THIS SHEET APPLIES TO ALL r IM. fRAMC NCAOCR CONFIGURATIONS THAT CAN BE MANUFACTURED FROM THE 1000. 1750. h 2000 SERIES OESCHER FIXED WINDOW FRAMING SYSTEMS. SECTION B-B 10) WINDOWUNITCANALSOBEMULLEDTOOTHERUNITSUSINGALUMINUMTUBEMULLION. SEE MULLION INSTALLATION SHEETS FOR REOUIREMENTS. GLAZING (TYP. SCE NOTES) EXTERIOR PERIMETER CAULK rim FRANC SILL BY OTHERS SHIM AS RIO'D. tSEC rCi[ S) I EXTERIOR rwism--- By OTHERS AB INSTALLATION - ANCHOR SCREW, itTPJ SHEATHING J By OTHERS 1• KIK c xDKM .. SECTION A — A L 1/ 1' NA1 SK4 SPACE A iv0 eT FRAMING EXTERIOR ELEVATION BY OTHERS CAULK BEHIND rim 7 , .3ZITO cENT VA NpalfEv. Fay, # Q 2002 EXTERIOR ELEVATION FLORIDA EXTRUDERS ' SANFORo FLORIDA TITLE: FIN INSTALLATION' DETAIL DESIGNER FIXED WINDOW-1000, 1750, & 2000 SERIES DRAWN BY: BB I APPROVED BY: DATE:02/ 14/02 SCAIF:NTS DWG.: FLEX0037 R M ..= Xl IC w C tM \H. AcM M K.rrN. ROE. .1. O[ - —1 3 — rr —..- CONCRETE OR SHIM AS RE'0•D _ MASONRY OPENING (SEE NOTES) BY OTHERS CAULK BETVEEN DOOR FLANGE ' a VOOD BUCX CAULK BETvEEN PERIMETER VOOD BUCK L CAULK br MAS•Y. OPENING OiM.En^S B: OTHERS STUCCO { IF BrQTHERS C INSTALLATION ANCHOR 3/15' DIA. TAPCON INSTALLATION ANCHOR a SCREV (TYP. VMERE ONE BY VOOD iAP:ONS AAE NOT REO'D") BUCK BY OTHERS r1 1/6' MIN. I EMBEDMENT 1/A' MAX. p SHTH SPACEF aly INSTALLATION ANCHOR IS SCREv cTYP. CMERE TAPCDNS ARE NOT REO'D-) SLIDING GLASS DOOR FRAME HEAD TEMPERED GLASS (TYP.) DOOR HEIGHT SLIDING GLASS ISI IDma' rRAmE D. E `(BE DMEN T u d SLIDING GLASS I/4• MAX. SHIM SPACE 1 1/6' MIN. CONCRETE OR F~ i 7 EM2EOMENt MASONRY OPENING BY OTHERS Q BY VOOD OTHERS INSTALLATION CON. r2 CAULK BETBUCK L' N 3/16' DIA. TAPCON. VOOD BUCK L'• MAS•Y.,OPEWnG BY OTHERS 100 ' V CAULK,EETvEENDOOR )NAME -- ' VOOD BUCK L N SLID:NG CLASS DER 1 FMB \ G COOL BUCK L HOOK STRIP \ NOD( STRIP L.. i MAS'Y. OPENING G v00D BUCK I BY OTHERS 1 SMIM AS' REO'D. ' I I (SEE NOTES) 1-1/6' HIM. EMn DMENT d C INSTALLATION ANCHOR 3/W DIA. TAPCON TEMPERED GLASS G CAULK BEI EENTYP.) DOOR L L•OOD BUOY, PERIMETER G ONE •EY vm0 CAULK BY I CONCRETE OR BUCK BY OTHERS 07MERS MASONRY OPENING BY OTHERS STUCCO BY OTHERS S.G.D. VIDTM U CO ' nNt' BA0.4,F. E P,) RED GLASS / SECTI0N .R NuF'AGTLIRER {,jAM1: HIDING GLASS DOOR l INTERLOCK MASTER FILE# _. :: HOOK STRIP'' DETAIL 1) WOR MATERIAL, ALUMINUM ALLOT 6063. 2) TAPCON irPC INS7ALCAIIO) ANCHORS NUS- a Of SUFFICICHT LCNGTM TO ACHIEVE MIN. CMIKDCNT OF 1-1/•'.INTO MASONRY OR CONCRETE. 0) ALTCRMATC TAPCON INSTALLATION ANC.ORS•fRONT TO WU IN ALL fRAMC ')SMMRS. A) 'TAPCOi ANCHOR CHART ON SACK W THIS SKCT. , b USE SILIC9UZC ACRYLIC CAULK ICHIND DOOR rLAMGC At' HEAD L IAMIS. " 6) USE StLICOMIUD ACRYLIC CAULK FOR PCRIKTCR SEAL AROUMD'CATCRUP Or; OOO• . • • „• 7) V CXACT DOOR SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCROR'OUANTITT.LIS It V;7N FEINT• LARGER SIZC.•rOR.TK APPROPRIATC DESIGN PRESSURE RCO•D. .. 21 rOR POCKET DOOR SIZZS USC CLOSCST !•PASS DOM SIZE L CDEIGUI RATION TO fDUSKD OPCNINO PLACC•TAPCONS. I%r2aNT Of M03U STR:P AS S)OVN 1 GLASS THICKNESS MY VARY PCR K)MRCOU)tRENTS Or ASTM C13M GLASS CRIL ' l0) ALL rACTORT APPLIED NCLCI NOT DESIGNATED TOR TAPEON ANCHOR SHOULD SC r1iLCD WITH LB SCRtV: Or SIrrICICNT LENGTH 10 PROVIDG MIN VI' CMIEDKN- INTO VOOD I•.)CK. .. III DOOR UNIT IS APPROVED USING TCM CR{D CLASS IN SUGLC GLAZCD OR INSUAAIIG GLASS. 12) RAND / SILL CORNERS ARC TO K SCALED WIT" A SMALL JOINT SCAN S-LALCIL - - 13) SHIN AS Rt0•D AI CA. Tel Or INSTALLATION ACMORt MAc ALLOVABLE SHIM STALK •T6 IC 1/.•. i.) ALL INSTALLATION AKHDRS MUST K HA:{ Or CORRO:IO) RCSISTAMT MATERIALS. s) •VKRC 'i' RCPKSCN-S MOVING A)CL AHD '0• RCPRCtCMTS 1`11" PAKL APPROVED A .• COKIGURATIDR ARC AS LISTED ON •NCH.. -a CHART O) BACK Or T S S-C{ 161 HOT ALL COWIGURATIONS LISTED AIOVC ARC SNOVN OM THIS ORAVING. IOVCVCR INSIAILATION EXTERIOR ELEVA':ON SCCTIOf! •A -A'• •B-)•, L HOON STRIP OCT -IL APPLY TO INSTALLATION G- ALL APPROVED 2 PANEL DOOR Si3VN c4TALL •TIONS17) INSTALL OC TAPCOH IN CKN PAIR Of r•CtORT APPL1tD Df-iALUtICM NOLCS UNLESS rOTCp OtHERVISC CM AMC.C; CMAR7. SEC BALK Or (MIS SKCT. - ME! TIT rIORIDA CXTRUDCRS t000 SCRICS AIDING GLASS DOOR IS SNOVNL THIS R:Nt ALSO APPLIES TO 2= SCRILS AND SN'SCRICL' d A A O - J° REV DESCRIPTION DATE INI EXTRUDERS LIBERALLY APPLY • F •L O R I D A INT: INC. SANFORD FL. CAULKIWG UNDER SILL _ OR SET SILL IN BED INSTALLATION ANCMER .TITLE: SLIDING GLASS' DOOR Or CONCRETE 3/16' EA. TAPCON SECTION' A -A" •- INSTALLATION WITH TAPCC]NS ' DP.AWN BY: BB APPROVED BY: Frtg• "•[L DATE:10/25/01 SCALE: NTS Dwc g: FLEX0021 3Af . _ PK A h PREDICT L—ItC-713N CKEKCRN4 W. m tocCy1I)HL -< .- son -A. Nc.rwtw. rLomA. 727.6.. W7-/:S-DIES r. ART-B:S-CSM r" INSTALLATION ANCHOR — DOOR WIDTH SHIM AS RE•0•0 28 SCREW SHEATHING (SEE NOTES) BY GTHCRS CAULK HfTvfEn DOOR FLANGE TWO BY WOOD SLIDING GLASS L SHEATHING By OTHERS DOOR FRANC JAMB I I X. I f SHIM SPACE B Lr.x :r.., 1.1/6* HIM. —' EMBEDMENT TEMPERED GLASS STUCCO (T YP.) OR SIDING 46YOTI+iRS SLIDING GLASS DOOR FRAME PERIMETER HEAD CAULK BY OTHERS PCRIMETER CAULK BY TEMPERED OTHERS GLASS (TYP.) DOOR M PdAXE . HEIGHT SECTION B-B o r%%A u0 t SLIDING GLASS. / DOOR FRAME / o SILL D A • MAX. SHIM SPACE - TWO BY WOOD 1-1/8 MIN. /— BY OTHERS SLIDING GLASS DOOR SHIM AS REO'D. HOOK STRIP SEE NOTES) INSTALLATION ANCHOR R8 SCREW CAULK BETWEEN DOOR FLANGE L SHEATHING INSTALLATION A7.•CM+R KB SCREW TWO By WOOD If BY OTHERS CAULK BETWEEN HOOK STRIP L SNEATHING 77 1-1/8• Mica . o EMBEDMENT .- SHEATMING BY OTHERS SHEATHING - BY OTHERS TEMPCRED GLASS STUCCO (TTP zTUCCOOR SIDING;-. OR SIDING BY OTHERS BY OTHERS SLIDING GLASS DOOR INTERLOCK HOOK STRIP., DETAIL-. laic......- . _ .._....... .... . .. . _ _ y._ .._ _ _•.... .. 2) 18 DQTALLATIp1 SCRCVS MUST BE ff' STAL.LA M LUCTM TO ACHIEVEO RIM. E 011' i or 1-1/0'.I LENGTH 0 .TAPCON_T fMI tCMICCOCK- AN4GRS At. 'M MUST RC aStIfICICNilCRG1NTOACWCv[ MIX EMBCDHEi. O.1'1/•• DtTO'MASDNstT OR Cp(V(i[. _' .•-•--•• 3) INSTALLATION ANCHOR CHARY ON B.CK Dr THIS SHEET. = •• - ' 1) usC sILICoRZCO ACRhIC CAULK KK IT DOOR rL..Gc AT HEAD • imas. S) USE StLICOP4Z[O ACRYLIC CALLA roR PCAMch. SEAL ARaim.[ITCRIOR'or MIX L) Or EXACT DOOR SIZE IS IQT LISTED IN ANQOR CHART. USE AMC)OR OUARTITT LISTED VITM•MEKT•• LARGER SIZE. roR TICAaPIf R1AtC'OCSIG RCSAM'Ri0'0... ____._._..-..__._ _-._- ... 7) rG1 POCA7T DEOSC N SIZESUSC.CLST BYPASS DOOR SIZE L COKIG1AAtWN t0 ftMISKD oMWWU B KACC INSTALLATIDN ANCHORS. IN fROMi Of K]K STRIP 'AS SMOWTL • . . - N GLASS i"ICKHESS MAT WART PER REOUIRCKNTS Or AST" C1300 GLASS CNARTS - 9j- -DOOR UNIT SS-AP ROWCD USIK.'T60'CRCO:GLASS IM SOGCC Q:AZCD'O<(' INSULATW, GLASS. - lDl .0. 2 /'SILL CORNERS C TO BE SCALED VITAL A VV4L AIM:SCAM SCALER III SKIN AS REO'D. At EA SEART Or INSTALLATION AhCMGI . MAA. ALLOWABLE SHIN STACK TO -BC 114'. ' 12)- ALL INSTALLATION AWG,CRS MUST BE NACL O• C7,20SI04 RESISTANTMATERIALS 131 KNPANEL MIT 'X* RCPRCSCMTS NDIG PAAND -W REPRESCN:S fIXCO PANEL AM,V[0 . . A I- -- - COMYVAatATIOMS ARE •S LISTED ON ANCHOR UV•'T OM YCtt Or'TNIS SHEET. EXTERIOR ELEVATION "' nCT Q `A'. t`:' STQ ABOVE AP ;"To INSTAL ° ATE - EMBEDMENT COwIGL.R TID1z D O 1-1/K' MIN. - is) rLORIDA EXTRUDERS 1000 SERIES SLIDD4. GLA:S DOOR IS SK" `Tai MtMT ALm APPLIES ro" ' ' . A A Q PArEI'DOOR SHDVN ... .. 2000 SCRICS. AND S00 KRICi.. - . - J REV DESCRIPTION I DATE - INI EXTRUDERS LIBERALLY APPLT CAULKING UNDER SILL - OR SET SILL IN'BCD - INSTALLATION ANCHOR OF -CON -BETE 3/16' DIA. TAPCON. . SECTION.,'A--A F 1. 2002 L U R I D HINT: INC. .'sANFORDFL. 71TLe: SLIDING. -GLASS': DOOR INSTALLATION' WITH .#8 SCREWS —-- DRAWN- BY: ?B• :._ APPROVED BY: ATE: 12/17/01 ;SCALE: NTS JDWG /FLE;0 l STrt I OF A"lIC ItO- IWC'CtvU4. DC- 1!1 INICRNAtiwA..KW.. t:atE M. .(AIKRDv, hOR:DA. )27AL, Yt•BC)iY3 fu 1m-RQYOSM 1000 P.V DESIGNER 1000 P.V DESIGNER SILL (TYPJ SILL (TYPJ s8 X 3/4 SELF r8 X 3/4 SELF TAPPING SNS ,TAPPING SM rI x 2 X•1/8. 1 X 2 X 3/8 TUBE MULLION TUBE MULLION SEALANT BETVECM VINDOv FLANGES L IULLIOM ANT BETVEENJ FLANGES U \-18 X 3/4 SELF 08 X 3/4 -SELF t mWVMLU-I TAPPING S001000SitTAPPING TAPPING SMS10SxHEAD ( TYPJ HEAD (TYP.) SEALANT vDIDOV BETVEE" SECTION A —A (1) SECTION '-A—A (2) L MILLION 1000 P.V DESIGNER rSILL (TYPJ 1000. P.V./DESIGNER r SILL (TYPJ . re X 3/4 SELF Q TAPPING SMS 1 X 2 7/16 X 1/8 nnrvTUBE MULLION rT r8 X 3/4 SELF TAPPING SMS 1 X 2 7/1X TUBE MULLION J. t MULLDIN 18 X 3/4 SELF 1000 S. H.TAPPING SMS HEAD (TYPJ' SEALANT BETVEEM SECTION A (3) vD(DOV FLANGES L MA1TDH SIGNER FLANC L KAAMM 3/4 SELF a-r-i-Ifin NGSHS I X 4, X VS T TUBE MULLION u . \-08 x 3/4 SELF 1000 SR TAPPING SM HEAD (TYPJ SECT] NA — A (5)—A (5) APPLES TO HEAD do SILL WHERE I' X 4' AUXILIARY PLATE DETAIL C & 2' X 4' TUBE MULLIONS ARE USED qM ADDITD/ AL ANCMM. VAN RCCUIRED) SHEATHING O_ O INSTALLATION ANCHOR r8 VOOD y . SCREV CTYPJ EXTERNAL MULLION INSTALLATION CLIP.. TVO HY WOOD BUCK HY OTHERS 1000 P. V./DESIGNER SILL (TYPJ r8 X 3/4 SELF TAPPING SMS 2X4X3/8 r —lfY1TUBE MULLION r8 X 3/4 SELF 1000 S. M. TAPPING SMS HEAD (TYPJ re x 3/4 SELF .. . TAPPING SMS DETAR C SECTION 'A —A (4) loco Six HEAD (TYPJ r1000 P. V DESIGNER SECTION A—A(7) SILL CTYPJ7APPCNGSMS n•o' X. F. I X 4 X 3/8 Tom' TUBE MUI LIQMEPiL"jj NAO A l 08 X 3/4 SELF 1000 Sx TAPPING SMS HEAD (TYPJ SECTION A— A.SEGTIQN A —A (6) Ii F. 2002 MULLION APPUES TO HEAD & SILL WHERE I' X 2' It I' X 2 7/I6'. TUBE MULLIONS ARE USED DETAILWrAB nmc n ` INS TALLATIOH ANCHOR R6 VODD SCRCv TYP:' HoR¢ CLIP L1 1/8' MIN. EMBEDMENT_' - I I Tie• KDL EMBEDMENT- r A MIA - 1. FLORIDA EXTRUDERSINTERxATI'I SANFORD. FLORIDA NC TrrLE:SER:•. 1000/ 1500'FIN SHEET 1-.OF TRIPLE•HORIZONTAL'-MULLION SECTIONS SEE OTHER SIDE'( SHEET .:2 F 2)-''FOR"". FOR`. DESIGN PRESSURECAPACITIES... DRAWN BY: MSH APPROVED' BY:' DATE:2/6/ 02 SCAU:NTS-" - DWG.:- '1HMFINTR LOGO P.V DESIGNER TYPICAL MULLION TO CONCF*i O•.1AMB' SEALANT DES (APPUES TO JAMB WERE 1' X 4' - DETAIL 8 L MULLION r LOGO P.V DESIGNER SILL (TYFJ k 2' X 4' TUBE MUWONS ARE USED) 1 SILL CTYPJ 98 X 3/4 SELF p8 X 3/4 SELFr TAPPING SMSTAPPINGSMS CONCRETE OR MASONRY BY OTHERS 1 X 2 X 1/8 1 X 2 X 3/8 INSTALLATION ANCHOR 3/16' DIX' TAPCGN SCREV ANCHOR (TYPJ TUBE MULLION TUBE MULLION NULLION SEALANT BiTVC£N ONE BY VOOD INSTALLATION CLIP . VINDOV S CEN7RAL nORDA R.O.A.F. BUCK BY OTHERS MAMTACrum NAM: 4'. 8 X 3/4 .SELF / MULLION' TAPPING SMS —AGOG S.H. TAPPING SMS MA`T' g+ 1000 Sit HEAD (TYPJHEAD (TYPJ -- MvtxmvILLION LOGO SECTION A —A (1) SECTION A —A (2) - L000 P.V DESIGNER LOGO P.V DESIGNER 1000 P.V./DESIGNER SILL (TYPJ SILL (TYPJ. SILL (TYPJ Q 08 X 3/4 SELF 08 X 3/4 SELF 08 X 3/4 SELF TAPPING SMS TAPPING SMS 1 X 2 7/16 X 3/8 TAPPING SMS ' 1 X 2 7/16 X 1/8 24 4 X 3/8 TUBE MULLION TUBE MULLION F -1 BED MIN. F TUBE MULLION EMBEDMENT VDO SEALANT BETVEEH L MULLIONVINDOV FLANGE - L MULLION 08 X-3/4'SELF 08 X 3/4 SELF LOW S.M. TAPPING SMS 1000.S L TAPPING SMS HEAD (TYPJ :. HEAD (TYP:T Fu SECTION A —A Q SE6T1QN . A —A (4) L MULLION 1000 P.V DESIGNER SILPfipDj) IGNER • SEALANT BETVES . SILL (TYPJSILL (TYPJ VLNDOV FLANGES ; . . 08 X 3/4 SELF. 08 X 3/4 SELF TAPPING SMS 1X4Xvs. TAPPING SMS 1 X 4 X 3/8 TUBE MULLION .TUBE MULLION eB X 3/4 SELF TAPPING SMS LOGO SJL HEAD CTYPJ ELEVAPON SECTION A —A (7) _ HEwED FROwEXILHOR- -,. FLORIDA EXTRUDERS '01M, A1; INC SANFORD, 'FLORIDA TIIT.E:SER. 1000/1500'FLANGE ''SHEET .1 -OF 2 08 X 3/4 SELF 08 X 3/4 SELF TAPPING.SMS-TAPPING SMS IOOO S.K ,Iwo S.H.S HEAD (TYPJ :MEND (TYPJ SECTION ' A=A: 15) . . - -.: ` SECTION A—A (6) TRIPLE-HORIZONTAL•MULL'ILIN SECTIONS: SEE OTHER SIDE . ( SHEET' '2` OF2) °:FOR ` DESIGN... PRESSURE CAPACITIES•. is DRAITN aY: MSH ! ' APPROVED-EIr: DATE: 2/6/02 scmE:NTS..:; DwG.: R 1000 P.V DESIGNER APPLIES TO HEAD & SILL WHERE I' X 4' 2 X 4' TUBE MULLIONS ARE USED SILL (TYPJ AUXILIARY PLATE OW ADDITMUL mDORS: VMCM AKOO= SELF r8 X 3/4 SELF p . DETAIL C MS TAPPING SMS SHEATHING 1X2X1/8 IX2X3/8 G) 4T' A8 TUBE MULLION TUBE MULLION INSTALLATION ANCHOR r8•VDOD SEALANT BETVEEN SCREv (?YPJ VINDOV FLANGES t MULLION ' Q EXTERNAL MULLION. INSTALLATION CLIP ' -- TVO BY WOOD SCALAwi BETvCE3/4 SELF VINDOVFLANGESTAPPINGSMS08 X' 3/4 SEu s • • L - C.EN"r A L+` FW.ReL A -•H.' 1000SxTAPPINGSMS • B J. OTHERS T. RMULLION tMULLION1000S,H, . HEAD ( TYPJ HEAD •(TYPJ rAm SEALANTLANCES vwDavFLANGESSECTION 'A —A (1) SECTION A -A (2) -ZO/1l 9 •• • v EKS = t MULLION WTAr 1000 P.V DESIGNER r SILL (TYPJ - 1000 P,.V./DESIGNER' SILL ( TYPJ ELF V/ 4 r8 X 3/4 SELF 1000' P.V DESIGNER r' A TAPPING SMS SILL (TYPJ 1, X 2 7/16 X 1/8 l X 2 7/l6 X 3 8 l l A - TUBE MULLION TUBE MULLION rB X 3/4 SELF TAPPING SMS •. 2 X•4 XV3/8:. TUBE MULLION : SEALANT BE1 1/8MULLRANGES L tMULLION EMBEDMEN fiSEALANT BETVEEN HEWED -TROY EXTERIOR' VINDOv FLANGE t MULLION L... TO HEAD 3 51LL'-WHERE 1' X 2' 1' 2' 7/16'•TU8E MULLIONS ARE USED" 1000 Sx TAPPING SMS r8 X 3/4 SELF I000 .SJ{ TAPPING SMS NEAD_(TYPJ HEAD (TYPJ SEALANT BETvEEN SECTION :A —A .(3) SECTION A -A (4) A4 TECH -CKM t8 VWD. somw VINDOV FLANGES t•MULLIaN CTYP. - muZ & V 1000 P.W./DESIGNER SEALANT BETVEEN VwDOV FLANGES, SILL-(T•TPJ-T-- - - t LULLION1000 P. V DESIGNER SILL-(TYPJ __ r8_X-3/_4_ s TAPPING SMS48X' 3/4 SELF N8 X 3/4 SELF rl HEDK2 TAPPING SMS TAPPING SMS 1000 S.H. SECTION A —A' (7) 1 X 4 X 1/8 1 X 4 X 3/8 HEAD (TYPJ T TUBE MULLION TUBE MULLION FLORIDA EXTRUDERSINTERNATIONAL. RIDA SHEET -A OF .2l, THIN HORIZONTAL MULLION SECTIONS' iry: T. t'Ir{l'•. SEE - OTHER SIDE (-SHEET-2 OF 2) FOR DE'S I GN:,PRESSURE r8 X3/4 SELF TAPPING. SMS r X 3/4 SELF: 8 TAPPINGSMS r CAPACITIES c - - - ._ ,. l000. sx:.. :. HEAD (TYPJ . I000 S. H. HEAD "<TYP.)... r f: 8r1002-= ;. = R R'N BY: MSH : _ - :APPROVED. BY: SECTION' A — A (5) SECTION A —A (6) DATE:2/6/02 SCALE: NTS DWG.: 1 HMF I NTW SEA: -ANT BETVEE4 VIM1,OV FLANGES L MULLION 1H0 F.W./DESIG,XE- j SILL eTYF.) e8 X 3/4 SELF TAPPING SMS x2X I/E T;;SE MULLIONN SEA_ANT 9_TV«4 V.INDCV FLANGES- t N•ALiGN t6 X 3/4 SELF E79a S T h°PING SMS nL' •-Y P.i SEAL'Y.T yr Tl_EN VINk7 F A.c><s SECTION A —A (i ) L saLle. f- 1000 P.VJDES:CNER SILL (TYP.) 08 X 2/4 SELF PPI \ TANG SMS j' i X 2 7/16 X 1/6 r'—wl / TUBE: MULLION SEALAMT BETVEEN VINCDV F,-A?:GES- L MULLION 08 x 3/4 Swr tWO S.M. TAPPING SMS HEAD (TYP.) SEALANT BCTWEEN SECTION A -A (3) VINMV FLAMMS - L MULLION rIGGO P.V./DESa.'UNER' SEALANT BET'/E?N i1LL cTYP.: VIN,T), V FLANG=S C6 X 3/4 SELF t MULLION TAPPING SMS Ix4x1/8 t8 X 3/4 SELF laQa S•.A. ' TAPPING SMS .. HtAD (TYPJ . E- T•0N A -•A (5) ECG P :',/DESIGNER I TYPICAL MULUON TO CONCRETE 0 JAMB APPLIES TO JAMS WHERE 1' x 4' I S!LL (TY;.) i do 2' X 4' TUEE MULLIONS A.?E USED) QI 4E X 3/4 SELF i TAPPINC SMS I' CCNCR: TG OR MASL•NRY I BY OT:IERS I X2X3/3• BUCK BY OTSFRS MANUFACrum NAM: IC% SH TAPPING SMs TTP) PA A qrm FILI # 1 D27BL 2 INSTALLATION iWCH-.R 3/W DIA. TA.ICS, SCR<W AVCF^_a'<TYP: Ex ERNAL.K LUGN LISTALLA%DN CL:.?: . M:n.Ll:ww SE CTiON A —A (2) i I 1 IYG_ P.V./DESIGNER 0 9.v /_ES:GNER0 I SILL (TYP.) SILL CIYPJ LQ TAPPING SSL, i X 2 7/16 X 3/2 TUBE MI LiGv I -e8 x 3/4 SELF TAPPING SMS 2 X 4 X 3/8 I I ""'B£ V-L'LLt3`; 1 d . t._1 I/4' MIN. I EMBED)iENi VAL4\T BETVEEN Yi\ FLANGE - L xLLLION Fe x 3/4-SELF 140a S.M. TAPPING SMS HEAD (TYP.) SECTION A —A (a ) r ICCa F.V./DESIGNER I TILL (TYP.). I 08 x 3/4 SELF TAPPING SMS' 1 X 4 x 3/8 a:8 X 3/4 SELF TA.°FINGG SMS. S.H. HEAD :GYP.) SECTION A —A (7) ELEVATION VIE`REO FROM EXTERIOR TITLE: SER.:..I r00% 1500 FLANGE ..SH.EET A •0_ r -• r I TWIN.HORIZONTAL MULLION'SECTIONS S:L OTHER S-LL 'JTILL1 Y. 2i f-i e6 x'3/i SELF ,f DESIGN, PRESSURE C.APA.CITIES.,, TAPPING SMS BEAD (TYP.) 'DRAWN BY: MSH JAPPROVED BY: CT? R A_A E _. FEB 15 2002 ' . DATE: 2 / 4 / C -2' SCALE: NTS ' DWG.:' ' ; HMFLGT'd 1000 P.V./DESIGNER SILL.(TYP.) t8 X 3/4 SELF TAPPING SMS IX2X1/8 TUBE MULLION SEALANT BETVEEN VINDOv FLANGES- L MULLION m1 SEALANT. BETVEENJ DvROW` a8 X 3/1• SELF a ULLttW FLANGES- 1000 S!L TAPPING SMS SEALANT BETVEEN EAD (TYPJ vD(Dw FLANGES SECTION A —A (1). L MULLION 1000..P.WDESIGNER SILL (TYPJ 08 X 3/4 SELF TAPPING SMS . IX27/16X1/8 TUBE MULLION SEALANT BETVEEN VINDOV FLANGES- 181 3/4 SELF 1000 S.K ..TAPPING SMS HEAD (TYPJ SEALANT BETvEEN •. SECTION A —A (3) VINDOV FLANGES 1. MULLION r 1000 P.WDESIGNER SEALANT BETVEEN 1 SILL (TYPJ VINDOv FLANGES L-MULLMN-- — I8 X 3/4 SELF TAPPING SMS 1X4X1/8 TUBE MULLION 8 X 3/4 _SELF TAPPING SMS 1000 SH ' HEAD (TYPJ 1000 P.VJDESIGNER AUXILIARY P A rSILL (TYPJ O-W ADDRtSMI ANDOM WHEN REQJMM a8 X 3/4 SELF DETAIL TAPPING SMS OTF O IX2X3/8 TUBE MULLION H .L. 0 f. IwoCMRALFL€ -RMA B*( AIFJCX BY BY. OTHER: 08 X 3/4 SELF CK 1000 S.K TAPPING SMS . MlPRWACTUBER NAME: HEAD. (TYPJ OR/A?4 SECTION A -A (2) 14IASTERTa L, # APPLIES TO HEAD & SILL WHERE 1' X 4' do 2' X 4' TUBE MULLIONS ARE USED SHEATHING 1000 P.V./DESIGNER SILL ( TYPJ' -- r-- A R8 X 3/4 SELF 1000 P.V DESIL' TAPPING SMS SILL (TYPJ 1 •,;, 1 X 2 7/16 X 3/8 L_A J TUBE MULLION N8 X 3/4 SELF. _._. TAPPING SMS 2• X 4.X 3/8 - TUBE MULLION I • I SEALANT BETVEEN VINOOV FLANGE - t MULLD]N ' 708•X 3/4 SELF 1006 S.M. . TAPPING SMS HEAD ( TYPJ SECTION A —A '(4) 1000 P.V DESIGNER SILL ( TYPJ' — fff 08 X 3/4 SELF - TAPPING SMS 1X4X 3/8 I--- U1T'I T TUBE MULLION U 08 X 3/4 SELF 1000 S H TAPPING SMS HEAD •( TYPJ SECTION A —A (6) 1 1/8' MIN. EMBEDMENT FT EVATIO= VIEWED FROM EXTERIOR MAIL APPLIES TO NEAO h SILL. M1+F RE1' X 2" R 1' 7/10' JUBE : MUUJONS ARE USED X2ALtdTiDN . Awaatt .. ss- vWD SCREW •• . a@P HO UL. tLID " 118_ X_3/_4_SELF__ TAPPING SMS t000 S.M. SECTION A —A (7) HEAD ( TYPJ 1 tie MDR ` aeEDNEMr • • . - FLORIDA- EXTRUDERS ERNA ONAL; .INC SANFORD,• FLORWA rrLE: SER.'. 1000/1500 FIN'.- SHEET 1":OF.•2 HORIZONTALMULLION SECTIONS SEE OTHER SIDE (SHEET 2. OF: 2),• FOR DESIGN PRESSURE CAPACITIES,; E LQC1, ~ n+=•''% . DRAWN BY: MSH APPROVED :BY: 7. DATE:2/ 6/02 I SCALE:NTS DWG.: 1HMFIN ' ' e I000 F.W./DESIGNER S!_L (TYP.) E x 3/4 SELF TAFPitiG SMS 1k? X:/P• i SEALANT 3ETVE:N Yid-x'V fi ANGES- L MLLLMN . SCq-°ni BETVE`NJ t- oe X 3/4 SEL- vwc`J FLANr'cs -pap- a mr_LMN' S 1 s= SMS r'GAL. (1 rP.J SEALA4T BE-vEN cECTIG WIN-OV FLANC._ N . A -A ( t L M wcw— rC00 P.W./DESIGNER SILL ( TYP) 6e X 3/4 SELF TAPPING SMS I X 2 7/16 X 1/8 Nvvr-- U)rll , TUBE MULLION EALAN7 B VIND^_ V FL L MULLION a8 X 3/4 SELF 1000 S•H. TAPPING SMS HEAD ( TYPJ SEALANT BETVEEN SF-CT16N A —A Q VINDOV FLANGES - L MU:LIOu 1= F.V./DESIGNER SEALANT BETVSEM SILL- ( TYPJ VINDOV FLANGES - 06 X 3/4 SELF L r.L'CeIuN— - TAPPiNG SMS 1X4Xt/e IUBL r.LLLflJN ' tl8 x 3/4 SELF TAPPING SMS iCCO S.i.. • ' HEAD ( rYP.) cFrTjoN,. A=A .(5). IC00 P.V./DESIGNER SILL ( TYp.) Grp X 3/4 SEI.F TAPPING SMS i x _ x 3ia USE YL;LCON L__•. Q t I CENTRAL, FLORIDA'.' B.O.A.F: re x 3/4 SE_- - 1 L Icac s • APP!N[ SMs MANUFACTURER . NAM: I UrAD ( TYPJ DA FX'1 uDERS 1 I I SECTION A —A (2) I ! I r 1C0C ?.V./GESiG:R . 1 SILL (TYP.) f I !e X 3/4 SELF I3:IQ P.V./D_S!GNEA iAPPINSMSSILL (TYP.) 1x27/15 X 3/a j! f— n-1 TU?= MULLION F, I A- 1 l/4' MIN. TYPiCAL MULLiCN TO CONCRe+E C JAME A. cPL'ES TO ,IA .e WHERE 1- X 4' 1 T l' G 2' X 4' TUSE MULLIONS ARE a USED) A , ! CONCRETE OR MASONRY BYOTXERSNSTALLATIc AKCHGR 3/16' DiA TA. MN S::cEV ANCr:CR ;TYP.) I EXTERNAL IULL13 . ONE. BY VOCI. IHSiALLAT[ON CLIP BV_ X 5Y.0THERS ' T . a e X 3.'; SELF Ei1?EDPENT TAPPING SMS 2X4X3/ 8 T! rBE MULLION A A I. IC00 P.V./DESIGNNER = S^ L (TYP.) e2_.X..3/-4_SELF qa X 3/4 SELF - - —\ — TAPPING SMS -- -- c N.AT' N -- --- TAPNG SY.SI x 4 X 3/8Liu—1 SECTION A -A (7) YEYiEO FROM EXTERIOR C• Sl. rivL+ ...•. ' r' INTERNATIONALINC FLORIDA EXTRUDERSSANFORn; FLO,RIEA SER, -.1000/ 1.500 FLANGE SHEET• 1 OF: 2 HORIZONTAL MULLION SE' LIONS " iS_L L1'i nLR SIDE SJL \ JMLLC Uf '.2i r uR 79 x 3/A SELF j DESIGN PRESSURE. CAPACITIES -. is 1 CCD S. X.S.i•i. HEAD (TYPJ ( DRAWN BY: N;SH . AP?ROVED BY: SFCTIC": A -- A W ._-- --_.... _... !DATE-2 <102 . _. SCALE: TS•• DWG.: IHMFLG - SEALANT FLANGE vlNDev FVNGS - a MUU_ IDu ie X 3/4 SELF 1060 S. s. TAPPING SMS HEAD (TYP.) SFCTIGN A — A (4) S 1000 S.H. JAMB CTYPJ I X 2 X 1/8 1000 S.H. TUBE MULLION JAMB (TYP.) c F #8 X 1/2 SELF ' TAPPING SMS SEALANT BETVEEN VINDOV FRAME L MULLION 48 X 1-1/2 SELF TAPPING SMS SECTION A -A (1) 1 -X• 2 7/16 X 1/8 1000 S.M. TUBE MULLION 1000 S.H. JAMB (TTP.). JAMB (TYPJ a8 X 1/2 SELF TAPPING SMS SEALANT BETVEEN VIXDaV,FRAME L MULLIGN a8 X •1-1/2 SELF TAPPING SMS SECTION . A -A ' •(31 IX4X1/8 TUBE MULLION O JAMB (T1000 S.M. TPJ1II— —I I -- - JAMB (TYPJ 08 X 1/2 SELF TAPPING SMS l X 2 X 3/8 TUBE MULLION 0 a8 X 1/2 SELF TAPPING SMS TVO BY VOOD BUCK BY OTHERS 1 1/8, MIN. EMBEDMENT 2 X 4, X 3/8 — BETWEEN TUBE MULLION . WWDOV FRAME a MAIM a8 X I=1/2 SELF TAPPING SMS SECTION A -A .(2) 1000 sx 1 X 2 7/16 X 3/8 JAMB CTYPJ TUBE MULLION C 18 X 1/2 SELF TAPPING SMS 08 X.1-1/2'SELF• VSEALANTBET N TAPPING SMS t' MULLION a8. X 1-02 SELF. TAPPING SMS SECTION A —A ('4) 1X4X3/ 8 Q 1C• a8 X 1/2 SELF TAPPING SMS SEALANT' BETWEEN VINDOV FRAME L MULLION BEr WINDOWFRAMEMULLION 08 X 1=1/2 SELF •.,.'. ' - • a8' X_1-1/2 SELF TAPPING SMS TAPPING'SMS SECTION- A=A (5) SECTION' A —A (6) DETAIL C SHEATHING. Lu INSTALLATION ANCHOR 08 VOOD SCREW ( TYPJ EXTERNAL MULLION INSTALLATION CLIP NULLION APPLIES TO HEAD di SILL -WHERE 1- X 4' 2• X 4- TUBE MULLIONS ARE USED APPLIES TO HEAD 6c SILL WHERE 1 • X 2• do I• X 2 7/16- TUBE MUWONS ARE USED a8 X 1/2 SELF TAPPING SMS INSTALLATION ANCHOR DET AI 18 V000 SCREW CTYPJ SILL CLIP SEALANT BETVE VIHDOV FLANGES t MULLION ' 11/8' EMBEDMENT TION A —A (7) SN[ArNm DETAIL C vmD fWwIIL AUXILIARY- PLATE FOR ADDITIONAL.ANCHMS, VNEN EQUIRRED)•' 08SELF - TAPPING \/ SMS CTYPJ , r ` DETAtL B MULLION VIEWED ATO EXTERIOR FLORIDA EXTRUDERS. D° IDAMRA Trriz: SER. 1000/ 1500 FIN SHEET. 1 OF-2 VERTICAL, MULLION SECTIONS •-• •.: - 1 f 9 2002 SEE OTHER S I DE ( SHEET 2 -OF -25. •FOR DESIGN -PRESSURE CAPACITIES' DRAWN BY: MSH APPROVED BY::: ;- DAT8:2/ 6/02 SCALE:NTS DWG.: AVMFIN TUBE c" x '/? 1 t s 2 x 3/8 ONE BY v JDD_ DETAIL CiYGSitGGDSJi _ JAM'c tTY?.) BE MUL_IGfv , IAM? tTYF.) T.__ ?tUILIDN _ I ! 3.UCK EY 07}iERS \ L CGNCRET:Cc MASONRY1 BY GTNi KS11/4' MIN, Q \ Qtst3X _!e )is It8 x ti2 S_:F TAPPING SMS TAPPING SMS EMES ME I a' SEALANT 11ET VE•E•: $EALA'. B- 1 .-_._ , cTYE=J< i •.:\S'ALLCTI=N- LiA. MSULc,-I'i? F C )_ 3r 6 .:YiP.:Cr-N SCAN, 4K!- C-; I- I/2 SELF TP. PPI1 SMS r\.PiA.. S!-S TaHc ts:il;_.G'. _ =RNAL Mif Li7N I i Iy5'A+ eTjGN CLi? SECTION. q-A t i) SECTION •A -A (2) _J ' ;Y=:C'Ai.•Mu_LiCti *e Co i_i E: 1 x-c 7/i6 % :z6 jML Li.; n I iI.(:- iJES ' r EAD' k SiLL WHC"Rc 1'-Xa 1 X c 7/16 x 3/6 1=3 1-- _ L I L4, 2' X 7UeE-yuLLIC.IS-A.RE USE.` TU _. MULL,0N T J• m. c. S L 1C,^^. SX TUEE MV_LiON JAMB (TYP,) - JAM? ( T`.'P.) JAM3 (TYP.) . 1 ETA! L ae x !/_ SELF 1/ 2 SE:F B X 1/2 SELF TAPPING SuS SMS TAPPING SMSSCREW i- INSTALLATIDN ANCHOR t 3/16' DLA TAFCC•N ANCHOR tTYF.) 11,1jtiLAPPLN_ SILL C'_IP•: N8 X 1-!/2 SELF SEALlJiT B Tv_ia SEALANT RETVEEM SEALANT BETWEEN TAPPING SMS . V1ND^W FLANGES WINMv FLANGES WINJGV FLANGES a MLLUOA J Q - - t 1/ MIN.'. Q .' EM3iDMENT, aMlA1ICNaMULLIONSECTIONA —A (\ NeX1-1/2 SELF 9e •X '-1! 2 SELF 7 TAPPING SMS- TAP?ING :SMS DETAIL F Z f I PREC4ST Siv Br OTHERS ' tt_ tXI! IaRY' PLAT: SEC11JnA -A (S f CE C-1 ',_ '4 y I• I IX4x1/6 1X 4X3/6 ' t TU2E MULLION %-TUB: MULLION .•tq t. ER•4PD:TICtiAL ANCHORS, V-_N REQUIRED) Q' 122C S)'_ -` - - 3000' S.M. ^ WB ( TY?.) f - JAMH (TYP.) . 1 1 . we X I/2 SELF «e x 1/2 SELF rAFPING SMS ' 7APPINGG SMS A•, A. - - -- iLGr. _0. ra SELF TAPP!MC „ NIA I ffLv SMS ( TYP.) — r A I j VIEWED FROM EXTERIOR I FLORIDA EXTRUDERS- Ro ° AL.' INC rrrCE: SER: 1-000/15u0'---FLANGE- SHEET 1. OE''2 IDA VERI ICAL Mu_t_ie ly SECT'i.(INS SEALANT BETWEEN _ a SFAS A9TES7<EN SC. C. L THCR S I UE C,S FIE..T_ c..Or-`: :2)•'.F.QR " V1ND^_V IANG:S \VM97W CLANrS - - 1- =` ee x 1-1i2MSEt -•s x t-iION i2Fe DES?G 4. PRESSURE, CAPACITIES TAPPING'SKS TAPPING_ SmS FEB1 j1 IVDRAWN BY: MSH' ItC 10?V G- t ,'j) j=I T1d H- H..1 .0 5 •CtTJL "APPROVED En':.' iDATE:2/1 /CIC SCALE, NTS DWG. V'"rLG ao 1GG.i S.H. ./'- I X 2 X I/e ICCC S.H. a 3/e c o TUBE M::_LIEV „pMe (TYP.J iJAB_ (TY..) aE X !/2 SELFT8 X !/c S:LF2 x 4 %.3/fiTAPFIS4SMSAPP;A:G SMS TUBE ML•_LICN S.,., S'a-aN' F'.'TttC=N j % • 1 SEP! r.N', 3i i w_L_N ,. . A!:P (i Y°.: V:NrZ-W FLANaS "' VI::3.'.:J 1 A''i'B •' "-RE R '-1/2 S_L' . SMSlILLIaNl1a _i iN ?Api L• FiLNEX !-:/'c S--LF T4= P;NG SMS S- X• 27/16X1/13 lX27/16x3/e TUBE MULL' GN IN, S.N. :Gaa S.N. ^ TUBE MU .IG JAMB ( TYP.) JAMB (TYP.) tie x 1/2 SELF a8 x 1/2 SELF TAPP: NG SMS TAPPING SMS TYPICAL VEP.'.ICAL TO 'r.GR'ZCtiTAL MULLION TO MULIJCN i I =K 2X MULL 1 INTERNA_ CLIP 48 1 S, IX . QR 2X MULL (Ty?.) I' INSTAL. ATIZi AtiCkLQ SEALANT B_TVEEN i. / - /1'_' D[A TAPC'SV V: NDOV FLANGES - ae X t-!/2 SELF I SCR'eV AVC:CR (TYPJ . L !"? LIGV TAPPIK SMS SECT! GN A=A-(7) SILL CLIF Q .:,. 11/4'MIN. . EMEaCHENT PFcECAST Stv BY GTNERS' ' SEALANT BETWEEN SEALANT BETWEEN y \« 6UXIL!ARY ?LATt WINDOW FLAMGES'' ViNL,'JV FLAVG:S v8 x I-V2•SSLF .•., I . ', i AJ.,TINAL A.DG I SQS. WHEN REC!L_` L MUiL111N L MwLION TA°Pitw•SNS . . o x I:L4 SSLc TAPPING SMS. S CTIOtJ A=A (4) (D SECTION A —A (3) F. l i 1X AX 1/e iXaX3/8 i AI I A B_I I I O-- E .. TUBE MLT LION TU LION -- t. o crulC1T Ti(PPiNG"-- -..f._ 8 -- I— h1i`_I'..N- _. . lOaD SM., 1DDC S.M.^ /D? y';/; FIR ^,M EX*rERICR TY:'.. JAwn ,T.vr) 1 ]}{A A• -- p # ' 6 FLORIDA EXTRUDERS. INTERNATIONAL INC a6 x i/2 SELF Re x 1/2 SELF SANFORD,% FLORIDA TAPPING SMS' TARFING SMS SER 1GGG%i'•500 FLt4NGE SHEET. 1:0r..2 SEALANT BETWEEN \ SEALANT B_TV.EN VINDOV FLANGES vt:DS^+7LAES a8 k 1-!/2 sr-:*L MN "iML- L lM_°_[ON......_ TAP=ING SmS r: 8 •X 7-I/2 SELF ' ' '. SECTION A —A (S)TAPPING SMS S' C'-;Gri A —A. /: t U VERTICAL MULLION.11NTO HORIZONTAL' SEE . OTHER' S IDt-' (•SHEET- 2. OF 2) OR•' DES I GN`.: PRESS_URE' 'CAPAC I,T'I ES . . FGB 15 Z0'v2 DRAWN BY: MSH= :• APPROVED HY:' DATE: 2i6i Ge I SCALE: IN T $ DWG.: I VMHMF.LG.. i 3/ SEALANT KTVEEN - APPLIES TO HEAD & SILL WHERE I' X 4' VINDOV FLANGES & 2' X 4' TUBE MULLIONS ARE USEDtMULLIONAUXILLA_4Y P A - ADDIi NL ANt7QtS••VNCN $tCWMM DETAIL C 2000 P.V DESIGNER 2000 P.V DESIGNER SILL (TYP.i SILL (TYP) Q . 08 X 3/4 SELF 18 X 3/4 SELF SHEATHING'STAPPINGSMSTAPPINGSMS I X 2 7/16 X 1/8 I X 2 7/16 X 3/8 O TUBE MULLION TUBE MULLION INSTALLATION ANCHOR 18 VOOD SEALANTiLAIGES O SCREV (TYPJ t MULLION EXTERNAL MULLION INSTALLATION CLIP TVO BY VOOD p8 X 3/4 SELF 1000 SX TAPPING SMS HEAD (TYPJ SECTION A —A (1) BUCK BY OTHER . 08 X 3/4 SELF 1000 S.M. TAPPING SMS HEAD (TYPJ 2000 P.V DESIGNER ' SECTION A —A (2) SILL cTYPJ 48 X 3/4 SELF TAPPING SMS . 2.X 4 X 3/8 TUBE MULLION SEALANT BETVEENCENIlM • mmwMULL FLAN( etit 1`tt+, N FUE 16 t MULLION SEALANT RETVCEN VDNDDV FLANGES t MULLION SEALANT BETVEEN VINOOV FLANGES t MULLMN 2000 P.V DESIGNER SILL (TYPJ r 2000 P.V./DE 1 SILL (TYP p8 X 3/4 SELF TAPPING SMS 1 X4XVS TUBE MULLION 18 X 3/4 SELF TAPPING SMS SIGNER 1000 S.M. HEAD (TYPJ n8 X 3/4 SELF SECTION A - TAPPING SMS 1X4X3/8. TUBE MULLION 08 x 3A. SELF ESMISSELF 1000 SH.TAPPMG SMS1000.Stt HEAD (TYPS' - c .HEAD (TYPJ SECTION ALA' (3) ' SECTION A —A (4) I21A1t1 MULLION APPUES TO MGD &. SILL WHERE I' X 2' 1- x 2 T/IS- TUBE YUUJONS ARE USED DETAIL B _ ac nrDa NtsTAUATION iaNCHOR to VOOD SCREV tT7PJ tat¢ aw. LI 1%8,. MiN. I -- EMBEDMENT I Ijjjl 1/B NOt FLORIDA'.. ..EXTRUDERS I D° AL- FLOI n SANFOTnu:SER. 2000 FIN SHEET 1.:OF;2_;_:- rT# H R I ZONTAL .MULLION SECTIONS SEE OTHER SIDE ( SHEET 2. OF:; 2) FOR DES. 10 .-PRESSURE-4CAP.AC-I T I ES ' ,:-.,-,a I ER 2002 DRAWN BY: MSH ?• • APPROVED BY. - DATE: 2/b/02 SCAU:NTS DWG.: " 2HMFINTR 30 IINDFANT ti MULLION TYPICAL MULLION TO CONCRETE'm AMS APPLIES TO JAMB WHERE i' X 4', DETAIL B d: 2' X 4' TUBE MULLIONS ARE USED) Q 20M r P.V./DESIGNER SILL CTYPJ CONCRETE OR MASONRY. rWN 8 3/4 SELF BY OTHERS \ SMS 1 X 2 7/16 X 3/8 INSTALLATION ANCHOR 3/16' DIA TUBE MULLION TAPCON SCREW ANcHaR (TYPJ ONE- BY VOOD. °' EXTERNAL: MULLION INSTALLATION CLIP BUCK BY OTHERS MULLION 2000P.WDESIGNER 4 SELF . SI1 (TYPJ.. SMS HEAD ( TYPJ 48.X 3/4 SELF SECTION A -A (2) TAPPING SMS 2 X.4 X 3/8 TUBE MULLION Q L' A •®••. SEALANT BETWEENMIN 7p t I+ DO FLANGE : EMBEDMENT...... i11C ti''L a 1V • NILLmN - coR10A 0. . ... .... FUEDETAIL I_ R8• X 3/4-SELF \ SEALANT BETVEEN TAPPING'SMS WINDOW FLANGES .. 'a.- L MULL30M 000 S.Fi :........: _ :._ - .. ..... _ 2000 P.V./DESIGNER 2 2000 P.V DESIGNER - HEAD CTYPJ - SILL ( TYPJ - 31LL.(TYPJ SECTION A=A •(5) 18X3/4'SELF t8 X 3/4 SELF -- - 2000 P.V./DESIGNER SILL ( TYPJ t8 X 3/4 SELF TAPPING SMS - 1X27/ 16X1/8 TUBE MULLION - VIN00V FLANGES 1 L MULLION . 1 8 X 3/4 SELF 2000 S.H. HEAD ( TYPJ SECTION A -A _(1) TAPPING SMS TAPPING SMS , . -' ,"•': 1 X 4 X 1/8 1 X 4 X 3/8 TUBE MULLION TUBE- MULLION VIEWED : FROM EXTERIOR SEALANT BETWEET( F'LbRIDQ`''EXTR UDERS INTERNATIONAL. INC, vtNnov FLANGES _ SANFORD, FLORIDA KLL.. T=: SER.._;; 2gQ.Q. FLANGE = SHEET; TRIPLE .H RI.Z NTAL. MULLION.,SECL.IONS _ to X 3/4 MS. - to X 3/4 SELF SEE - THER SIDE ( SHEET- 2 OF-2) F R 2 SHTAPPINGSMS. 2000 { TAPPING SMS HEAD CTYPJ HEAD (TYPJ DES IGN:=PRESSURE 'CAPACITIES' SECTION 'A= A (3) SECTION' A —A (4) '_ .; k "_ •,:.;; :':: 18 $ ?UO? DxAmv BY: MSH . , AP dY.Ea: arc ' :'. DATE: U- 6/02 -= StAL& NTS-- - DR6.::-:2HMFL-GTR - 29 2000 SA JAMB CTYPJ OEfAIL C I X 2 7/16 X 1/8 2000 S.H. 1 % 2 7/16 X 3/8 TYPICAL VERTICAL TO HORIZONTAL MULLION TO MULLION MULLION JAMB CTYPJ TUBE MULLMN 0 t8 L/2 SELF E u a8 X 1/2. SELFTAPPRINGSMS . TAPPING SMS INSTALLATION SCREW INTERNAL CLIP---, TUBE4MULLION SEALANT BETWEEN'.: -SEALANT BETWEEN a X 1-1%2 SELF -'2000 S.H. `- — - - VINDOV FLANGES WINDOW FLANGES_ 'TAPPING 'SMS JAMB CTYPJ' - N .. L OR':2X- MULL 11a.x 1-1/2 SELF IX _ TAPPING SMS.. :. DETAIL I8 X 1/2 SELF - SECTION A —A W SECTION A --:A (2) TAPPING SMS_ 3INST K SCREW ANCHOR CTYPJ 1X4X1/8 1X4X3/8 _ - SILL CUP TUBE MULLION TUBE MULLION 2000 S.M.SEAIANi IIETVEEN C8 x 1-1/2 SELF • MIN 2000 S.K VDVDW FLANGES G -- JAMB CTYPJ . JAMB (TYPJ L MULLION $ TAPPING SMS ExBEDNENT PRECAST'SD,l BY OTHERS 88 X 1/2 SELF 08 x 1/2 SELF _ - _....._... / TOR ADDIS W ITONALANCHORHENREOMED) TAPPING- SMS :.. TAPPING SMS EI9IL• G •• SEAL/ 1NT,HETVEEN SEALANT BETWEEN :• !8 X 1-1/2 SELF r i .- 0 _ _0 VIICDOV _ FLANGES WINDOW FLANGES TAPPING SNS' t MILLION =Fl; oj 1-1/2 SELF L MUJI@I A A TAPPING SMS SECTION A —A (3) SECTION' A —A (41 18_ SELF TAPPING SMS CTYPJ TA - A ELEVATION VIEWED FROM EXTERIOR _ A• _......._ ATIONAI., INC. IFLOWD_. FLORIDA EXTRUDERS RD;-A' VV rcrt.t:: SER. _ 2000 ' FLANGE Ate .... ....SHEET .,V- OF:° 2 : 5 VERT I CAL- HULLI ON I N.TO 4 HOR TZONTAL'.: SEE OTHER 'S.IDE' CSHEET•.2-::OE 2)-:.F.OR.: DESIGN • PRESSURE "CAPACIT•IES':; =,:: 18 20112 IDPAWN aY:JBH ' APPRovsD HY: r _. .. DATE:2/_2/02. sCALEiNTS._ D1TG.: ,2VMhLh FLG J• 1X OR 2X MULL i 8 APPLIES TO HEAD & SILL WHERE 1' X 4' 2' X 4' TUBE MULLIONS ARE USED AUXILIARY OW MMITDTPLATE 1; T` - Y' lip; 4Jl •i'• UL . VKA D) DETAIL C 0 MANUFAGFU R NAM": SHEATHING .. SEALANT BETVEEN O — O VINGOV FLANGES ° INSTALLATION ANCHOR r8 VOOD L MULLMN : SCREV (TYP.) 2000 P.VJDESIGNER 2000 P.V./DESIGNER SILL CTYPJ SILL '(TYPJ 08 X 3/4 SELF 18 X 3/4.SELF' EXTERNAL. MULLION TAPPING SMS. TAPPING.SNS TVO BY VOOD INSTALLATION CLIP BUCK - BY OTHERS 1 X 2 7/16'X 1/8 1 X'2. 7/16 X 3/8 TUBE MULLION BE MULLION _ .. MULLION _. SEALANT BETVEEN VWDOV FLANGES L MULLION KTAR 2000 P.VJDESIGNERy r' A SILL (TYP.) 08 X 3/4 SELF R8 X 3/4 SELF _ 1000 S. M. ' TAPPING SMS 1060 S.M. TAPPING SMS D8 X 3/4 SELF L A / HEAD (TYP.) NAPPING SMS HEAD (TYP.) ' 2 X 4 •X 3/8/.,_ SECTION A — A (1) SECTION A —A (Z) TUBE MULLION 1 1/ 8' MIN 4 L EMBEDMEN SEALANT DETVEEN ' ' VIEWED' FROM EXTERIOR VD(MV FLANGE .. APPLIES TO HEAD. h.9LL WHERE 1' X 2' t'NU1I0N _ ".. . &-1'•.X- 2 7/1 V-TUBE-MUUJ)NS ARE USED SKA SEALANT BETVEEN SEALANT BETVEEN - _ ' TALLATIw ANCHOR SEALANT FLANGES VINDOV FLANGES tB VWD SCREV VENDOVL MULUON .. ( TYPI L. MILLION 2000 P. VJDESIGNER 2000 P.V./DESIGNER 08 X 3/4 SELF -1GRIL CLIP r SILL ( TYP.) SILL (TYP.) 1 TAPPING SMS e8 X 3/4 SELF / #8.X 3/4 SELF TAPPING SMS TAPPING SMS 1000, S.H. SECTION A —A (5)in-- 1 X4X3/8 HEAD (TYPJ 1 BED CHT TUxrK 4X1/B• TUBE MULLION EMBEDKM TUBE MULLION FLORIDA EXTRUDERS-; RD°FLORIDA TrrLE:SER. 2000 FIN -'-.SHEET' 1l:OF _2...,:- TWIN HOR I 20NTAL MULL I ON -SEC-T I ONS-'' SEE OTHER SIDE (SHEET..2 OF .2) FOR . 118 X 3/4 SELF 18 X 3/4 SELF DESIGN PRESSURE CAPFiC I T IES TAPPSMS.. TAPPING SMS ING •.•: - .. - '.r.i.r.--.:. :,.:p...:•, .. I000 S.M. i000 sx f _ EB 2W2 HEAD (TYP.) HEAD ( TYP.) DRAWN BY: MSH SECTION A -A ( 3) _, SECTION -A—A (4) DAre:2/6/02 scALs:NTS RHO• 2HMF'INTu TYPICAL MULLION TO CONCRETE m JAMB' APPLIES TO JAMB WHERE I- X 4' - - DETAIL 8 do 2' X 4' TUBE MULLIONS ARE USED) _ Q CONCRETE OR MASONRY = i 2000 P.V./DESIGNER /DESIGNER BY OTHERS ' 2000 P.V D£SIGMER - DISTALLATSILL. CTYPJSILL (TYPJ TAPCON SUV IDN EAN 4OR CTTPDIA t8 X 3/4 SELF t8 X 3/4 SELF. AN( SQIR J TAPPING SMS TAPPING SMS EXTERNAL MULLION 1 X 2 7/16 • X 1/8 I X 2 7/16 X 3/8 ONE BY VOOD • INSTALLATION CLIP TUBE MULLIONsl TUBE MULLIIIN BUCK.BY. OTHERS._ FF SEALANTHETVEI?I SEALANT BETVEEN V[ MDOV FLANGES VIN00V FLANGES. _ LION MULLD] N •l MILLION ..... - .•.. - - .._._. _.._. NIL 2000 P.V DESIGNER SILL CTYPJ _ .. _..... i 8 X'3/4 SELF t8 X 3/4 SELF. , t8 X 3/4 SELF TAPPING SMS..'- 2000 S.H. TAPPING SMS TAPPING SMS 2000S.H. 2 X':4 . X 3/8 : '• HEAD CTYPJ HEAD (TYPJ_.•. TUBE.'MULLION Q SECTION A SECTION A -A (2)' 4-1 SEALANT HETVEEN 1 1/4' MIN. WDCDOV ' FLANGE EMBEDMENT L MULLION PL KANUU ER MUM: R/pT17IA mom t8 X 3/4 SELF ' .' \ L A TAPPING SMS VINDOV FLANGES 2000 S.M.: • i . t MULLION 2000 P.V DESIGNER 2000 P.V./DESIGNER HEAD (TYPJ . SILL ( TYPJ SIII (TYPJ t8 X'3/4 SELF t8 X 3/4 SELF SECTION A -A (5) TAPPING SMS TAPPING SMS ` 1 X 4 X I)8 "' I X•4 X 3/8 TUBE MULLION TUBE MUllION -- - - - - 1:LEYBIl4N;_ VIEWED FROM •.EXTERIOR SEALANT BETVEEN -' - FLORIDA EXTRUDERS: RD°Ft,p p VINDOV FLANGES t MILLION .. - - ' - _ _ Tim SER..: 2000, FLANGE' SdtJ E { 1:, OF 2 TG I N H' OR'I ZONTAL "MULL I• N ' SECT IONS tt8 X 3/4 SELF 8 X3/4 SELF • ; '! =. _ :.-ry t' _', i?' . yi ...: _ TAPPING SMs TAPPING SMS SEE OTHER SIDE < SHEET 2 OF ;2) FOR 20M SA . 2000 S. M.HEAD (TYPJ DESIGN; ;PRES-SURE: CAPACrI;T.I.ES; - HEAD CTYPJ - SECTION A - A 4SECTION A` A3DRAWNErY:MSH APPROVED DATE.2/_4/ 02.._ scan;: NTS nlic: 2NMFLGTW w.,. 16 SEALANT BETVEEN vtNDOv FLANGES t MULLION AUXILIARY PLATE lFdt ADDITD VL ANC/OM WNCH RE=RED) OD CENTRAL FLORIDA B. ®. A. F. MANUFACTURER NAME: p _o f` o/P/Dt A*7guQERS — — APPUES TO HEAD do SILL WHERE 1' X 4' do 2' X 4' TUBE MUWONS ARE USED SHEATHING LCkStER FILE # INSTALLATION ANCHOR /8 VOOD 0 ''_SCREV (TYPJ 2000 P.v DESIGNER 2000 P.V./DESIGNER SILL (TYPJ SILL' (TYPJ EXTERNAL MULLION N8 X 3/4 SELF N8 X 3/4 SELF INSTALLATION CLIP TAPPING SMS TAPPING SMS , TVO HY vppD BUCK BY OTHERS 1 X 2 7/16 X 1/8 1 X 2 7/16.•X'3/8 TUBE MULLION %TUBE MULLION MULLION _ SEALANT BETVEEN ` VINDOv FLANGES t MULLION .. - DEI6IL A . . 2000 P.V./DESIGNER SILL <TYP.) \ / I8 X 3/4 SELF I8 X 3/4 SELF L_ A TAPPING SMS 1000 Sli TAPPING SMS I8 X 3/4 1000 SH TAPPING SMS HEAD (TYPJ HEAD.(TYPJ 2 X 4 X 3/8 ..: SECTION A —A (11 SECTION A —A (2) TUBE MuuIDN 1 1/8- MIN. _ EMBEDMENT :_ :: ELEVATION SEALANT BETVEEN _ VIEWED FRON;EXTERIOR VtNDOv FLANGE DETAIL 8 APPUES TO HUD,& SU. WHERE V X 2'. MULLION ..._ .'h V X 2 7/16-:TUBE-MULLIONS ARE. USED SWA SEALANT BETvEEN ALLATI@1 NOW. . SEALANT DaV S VINDOV FLANGES .- SFC;TION A —A "(5) - • wDD satEv : . t MULLION _ _ .. ;.. ...,. a MA LION 2000 P.V DESIGNER -2000. P.V DESIGNER 18 X V4 SELF MMI¢ CLIP SILL-(LYPJ- - SILL (TYPJ _ _TAPPING -SMS_-_ - --- - - - I8 X 3/4 SELF -- - - — IB X 3/4 SELF - — - - TAPPING SMS TAPPING SMS — 1000 SA t'yg I X 4 X I/a 1 X 4 X 3/8 HEAD (TYPJ IMBED KT TUBE MULLION TUBE MULLION NCFLORIDA. EXTRUDERS . sANF RD, . LO R EDASANF'ORD, . FLORIDA TMZ: SER.- 2000 f' I N . SHEET -1-.OF 2 _= I p,/ HORIZONTAL'MULLION:SECTIONS vV SEE OTHER SIDE ('SHEET 2, OF..2) -FOR is z.11/4 SELF 08 X 3/4 SELF DESIGN PRESSURE _.CAPACIT,IES• TAPPING. SMS.. __ TAPPING 'SMS 1000'Sx 1000 S.M. HEAD ctYPJ HEAD (TYPJ DRAWN BY:MSH - pPPROVED_BY:____._ .. _ SECTION A —A ION3) SECTA—A (4) 6ATE:2/6/02 Scale:NTS DWG,: -2HMFLN TYPICAL MULLION TO CONCRETE 0 JAMB APPLIES TO JAMS WERE l' X 4' DETAIL a P X 4' TUBE MULLIONS ARE USED) SEALANT BETVEEN SEALANT BETVCEN VL4Dav FLANGES vimpaV FLANGES MULLION& KuAJm- 2000 P.V./DESIGNER r-2000 P.V./DESIG N ER SILL (iypj "SILL (TYP.) ., . 08 X 3/4 SELF' N8 X'3/4 SELF TAPPING SMS TAPPING SINSIX 2 7/16 X 3/ TUBE MUILLEON TUBE MULLION I X 2 7/16 X 1/8 TAPPING 8 X 3/4-SELF 9 X 3/4 SELF TAP 2000 S.M.STAPPING SINS M2,03nan ,. P 0S.K,TAPPING SINS HEAD CTYP.) HEAD (TYP.). SECTION A -A (1) SECTION A--A-W- SEALANT BETVEEN VINDCIV FLANGE 6. MULLMN 0 CEISTfLAL-. v P p SEALANT BETVEEN SEALANT-BETVEEN.... viNmv FLNGES VINDDV. FLANGES NuAlma, KLAA.IGN 2000 P WDESIGNER 2000 P.W./DESIGNER SILL Ciyp.) SILL .(TYPJ 08 X 3/4 SELF. #8 X-3/4 SELF fTAPPING "TAPPING SINS 1. X 4. X I X 4.X 3/8 TUBE MULLION TUBE KAJLM U. T PING S L.SX4X KA il Li x id X 3/4 a X 3/4 SELF TAPPING SMS V TAPPING SMS SR. 2000 S.H. MEAD'( TYP.) HEAD (TYP * SECTION A-V( . 3) ^'i&f6N A -A (4) CONCRETE OR MASONRY--,,- BY OTHERS,, INStALLATION ANOiQR 3/16' DIA. iAPCaN SCIZEV ANCHOR CTYPJ ONE BY EXTERNAL 4-LLIDN a DWALLATION CLIP BUCK BY• OTHERS IGNER MULLION 2= P.V./MS SILL CTYPJ 8 X 3/4 SELF TAPPING SINS P Y'4'X 3/9 TUBE ON I IJ4' MIN. EMBEDMENT.- rs 8 X 3/4 SELF TAPPING SMS 20M S.K HEAD ( TYPE - SECTION A-A L5) VIEWED FROM EXTERIOR DVIERNATIONAL, INC. FLORIDAEXTRUDERSFLORIDATmz: SER. .2000 FLANGE- SHEET;-1- OF-,2-. A. Ac SI LL Lr v Y P T HORIZONTAL MULLION SECT IONS.: SEE OTHER SIDE (SHEET. - OF 2).; OR 7 DESIGWPRSSURECAPACI,-T-IE'S-FzIL--'' DhAww BY.MSH* E!y IDATE: 2/4/02-1 S611: NTS--'_-, -IDWG.: -2HMFL&: -__ ay T%iO BY WOOD DETAIL C fBUCKBY OTHERS 1 1/8, MIN. , EMBEDMENT 20 SA 2000 S.H. JAMB (TYP.) 1 X 2 7/16 X t/8 JAMB (TYPJ - I X 2 7/16 X 3/8 TUBE MULLION • TUBE. 2 X 4 X 3%8 TUBE MUIUON : - SHEATHING a8 X 1/2 'SELF 08 X 1/2 SELF ... ALINST CATION ANCHOR a8 WOOD ••-• TAPPING SMS :. ' TAPPING ,SMS _ _ _ SCREW (TYP - EXTERNAL MULLION CLIP 2000 S.M.MULLION . r . _. .-. JAMB (TYPJ APPLIES-TO'HEAD &.SILL WHERE t' X 4' 2' X"4''TUBE MULLIONS ARE USED SEALANT BETWEEN :SEAIANT BETVEEr+ ae:x 1/2SELF APPLIES TO HEAD &. SILL WHERE t' x 2- WINDOW FRAME - WINDOW FRAME TAPPING SMS & i- X 2 7/16• TUBE MULLIONS ARE USEDLMULLIONLMULLION a8 X 1-1/2 SELF aB.X 1-1/2 SELF INSTALLATION ANCNOR TAPPING SMS TAPPING SMS DETAIL 18 WOOD SCREW SECTION A -A (1) SECTION A --A (2) (TYPJ SILL CLIP CENTRAL- FLORIODA B.-O.-A.F.—• SEALMIT BETWEENX. '....:. ... -- - - ... _. .... - TAPPINGSELF `I FLANGES '. Ii/a, MIN. 1 ACTMR NAM: _ GoR/ 17.4 )Z SECTION A -A MASTERF. 1L.# DETAIL C vOpD, FwwnC AUXWARY- PLATE—• 1 X 4 X 1/8 -.- .. ... -I -X' 4 -X 3/8 FOR-ADDITIONAL-ANCHGRS,'•VHEN REOUIRED) TUBE MULLION : .._TUBE MULLION -- - - 2000 S.M. 2000 -Sx .- . •_ ... _.. — — — JAMB ( 7YP JAMB YTYPJ M8 SELF • TAPPING ; _ . -- - a8 X 1/2 SELF. a8 X 1/2 SELF SMS CTYP.:. MULLION TAPPING SMS TAPPING•SMS ATIO DETAIL B O ylEwo °+-oM, EXTERIOR SANFORD FLORIDA FLORIDXTRUDERS•- Tnu: SER." 2000-'FIN SHEET T OF 2 VERTICAL.. MUL' LI.ON;SOCT,IONS' - SEALANi BETWEEN ': SEALANT BETWEEN - _ ION_ : WINDOW N AME . : ',%. SEE OTHER. SIDE CSHEE•T • 2 OF. _25 _'FOR a8 X..1, 1/2 SELF.__ ... _. _ .; _ . - --.a8_X '1-1%2 SELF Y = DESIGN •PRESSURE:-PRESSURE:-ITIES- TAPPING. SMS. TAPPING.SMS ' DRATIN BY: MSH "' APPROVED • BY: ` SECTION ' A-..;A.(3) SECTION A —A (al Dare:2/6/02 scale: NTS Dxc:.. 2VMF IN 11 ONE BY VOOD D-ErAll-L 2000 S.H. I.X 2 7/16 x i/e , 2000 sA (-I X 2 7/16 X 3/e BUCK BY OTHERS JAMB (TYPJ TUBE MULLION- -JAMB (TYPJ TUBE MULLION CONCRETE OR MASONRY 1 1/4' MIN,. BY OTHERS EMBEDMENT 8 X 1/2 SELF #8 X 1/2 SELF TAPPING SMS TAPPING SMS f7- 7 INSTALLATION ANCHOR 3/16' DIA. L TAPCON SCREV ANCHOR (TYPJ 77 EXTERNAL. MULLION INSTALLATION CLIP2'X 4 )e-318' CAIIANT SEALANT BET1.11N % VINDOV BETVEEN JUBE MULLION FLANGES VIKM FLANGES MULLION L MULLION TYPICAL MULLION TO CONCRETE 0 HEADemaSA . .. - . - lo I Ne x 1-1/2 SELF a x 1-1/2 SELF (APPUES TO,.HEAD;.& SILL.WHERE I- X 4UJAMB (TYPJ TAPPING SMS '---TAPPING SMS•X -4- . 7U13E MULLIONS ARE USED) SECTION A -A (1) 5ECTION-A-A (2) C 8 x SEL:F DETAIL112 S., PING SMS INSTALLATION ANCH31 7 DIA TAPCOA I X 4 X 1/8 I X 4 X 3/e. SCAEV ANCHOR (TYPj TUBE MULLION TUBE MULLION I SILL CLIP 8 X I-1/2 SELF 'SEALANT-'BETVEEN TAPPING.SMS VIMMV-FLAMMS L 19 1 UV MIX2000S.H. 2000 S.H. _qJJOM 4B (TYPJ JAMB (TYPJ SECTION A6zA- 5) EMBEDMENT 7: DETAIL -SILL ERPREaSTOR 88,X 1/2 SELF #9 x 1/2 SELF TAPPING SKS'".. TAPPING SMS IL-4I r SEALANT BETVEEM SEALANT RETVEEM VINDOV FLANGES VINDOV FLANGES L ML4JJW L LIO N- - 08- SELF 4 FCR_AMDrnaNAL ANCHORS, WHEN REQUIRED) L* -_ * LION8x1-1/2 SELF 0 X+:1/2 SELF SMS (TYPJ BETAIL 9 TAPPING. SMS TAPPING SMS ELEVATIO 4 4U MEWED FROM ocrm& SECTION A -A L3J sEcnON'A _ EX _PS "NcFLORIDA.'.: 71RUMruRERNAME - MANUFAC xmn T=: SER. - 2000 - RANGE—- sRE-M—IMP 2' - 0•LMULLION -SECT I CIRS' VERTICAL''' yr, - F SEE OTHER.i S-I-DE--.-.(.-SHEE-T,:2.,OF-'2) PRLSSURt*CAPACI T I ES`, DESIGN UY: JBH — ':l0_'-jlAPPROVED -ffy.=2lpl e^21*..-., 2Y 1 G" a PERMIT # W-2741 ADDRESS .---37 t C REVISIONS DATE Ci c'CP CONTRACTOR C6COSS-oC7 PH # FAX # DESCPRITION OF REVISION: UTILITIES 4 FIRE BLDG CITY OF SANFORD SEP 25 2003 RECEIVED i PLOT PLAN DESCRIPTION: (AS FURNISHED) LOT 491 BAKERS CROSSING PHASE 2, AS RECORDED IN PLAT BOOK 62, PAGES 97-99, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA TRACT A 1 " = 30' CLYDESDALE CIRCLE GRAPHIC SCALE 50' RIGHT OF WAY 0 15 30 S89'17'34"E - 416. J0' 501.18' PCCF.N IF.RIINE OfJ 84.88' -- - - - -- - RICII I -OF -WAY I LOT 50 BUILDING SETBACKS FRONT: 25' REAR: 2.0' SIDE: 5' CORNER: 15' MINIMUM LOT WIDTH 50' PREPARED FOR: D.R. HORTON LOT 49 CONTAINS 5.500 SOUARE FEET t THIS STRUCTURE CONTAINS 2190 SOUARE FEET t TOTAL CONCRETE 556 SO. FT, t TOTAL SOD 2754 SO. FT. t 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 OPTIOP LIST FOR CONSTRUCTION. AI.L BUILDING SET BACK LINES SHOWN HEREON IS PER DATA FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSE: ONLY. THIS IS NOT A SURVEY THIS IS A PLOT PLAN ONLY i RAVE 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. BEARINGS S14OWN HEREON ARE BASED ON THE NORTH LINE OF LOT 49 AS BEING S89'17'34" E PER PLAT. FIELD DATE:) REVISED: SCALE: I" = 30 FEET APPROVED BY: WRM JOB NO. ASM40127 WOOEL CHANGE 9-18-03 JUL EVISED DESCRIPTION 8-7-03 JMl DRAWN BY: LOT PLAN 05/20/03 SDO o F11 yj d 1 N pl1 LLJ O N O N o :r 0 O Z 50.00' S89.1 10' UTILITY EASEIAENT'-?'. DRIW r — — - — — n 19.711.2' ri 20.0' COVERED ENTRANCE PROPOSED I Q 3 i. 1749 iINISHED FLOW? n N OELEVATION-47.4 59.3'0: N O t o 0 39.7' N 10.0' PORCH C V: m t• i+•. 29.7' 5.2' L........... — . — . LOT 49 DRAINAGE TYPE B Tffi5' ENVIRO MENTAL C6IMENT ASSi N89'17'34"W 50.00' LOT 29 I LOT 28 LOT '48 o'Li-jVS CITY OF SANFORQ LEGEND BUILDING SETBACK LINE MLW MINIMUM LOT VADTI1 CEN7ERUNE POD POINT ON BOUNDARY RIGHT OF WAY LINE POL POINT ON LINE 1x PROPOSED ELEVATION PCC POINT OF COMPOUND CURVATUREPOINTPNIONCURVE IJ' PROPOSED DRAINAGE FLOW OR OFFICIAL RECORD PD PLANNED DEVELOPMENT CONCRETE a DENOTES DELTA ANGLE LB LAND SURVEYING BUSINESS l DENOTES ARC LENGTH C.B. DENOTES CHORD BEARINGLSLANDSURVEYOR PC DENOTES POINT OF CURVATURE. PIT PERMANENT REFERENCE MONUMENT PI DENOTES POINT OF INTERSECTION ICP PPERMPAN ENT CONTROL POINT PRC DENOTES POINT OF REVERSE CURVATUREP PT DENOTES POINT OF TANGENCY M MEASURED Tm TYPICAL CALC) CALCULATED A/C AIR CONDITIONER FND FOUND COW CONCRETE BLOCK WALL C/W CONCRETE WALK RP RADIUS POINT WSSIDEWALK R RADIUS CP CONCRETE PAD CS CONCRETE SLAB PB PLAT BOOK GS PAGES C CHORD LENGTH NR/ W RIGNT-OF-WAY NC NATURAL GRADE 50. FT, SOUARE FEET ORB OFFICIAL RECORDS BOOK 1. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS 'OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 3. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. RICAN SURVEYING & MAPPING FOR CATION OF AUTHORIZATION NUMBER LB86393Akl h THE 320 EASTSOUTHSTREET, SUITE 180 . FIRM ORLANDO. FLORIDA32801- (407) 426-7979 IWILLIANTR. SCATELLO JR. N4 8 DATE pi rri n.Ji•i CITY'OF. SANFORD ELECTRICAL. PERMIT APPLICATION? Perrnit Nurtitierc O5.2:- 41 Date: w The 4nder*i0g1 d hereby applies, fqr aLLpermit tq ipstall the following electrical: Ownees Name: , 1Q Address of Job: 3oE -+I"0+ Electrical Contractor: br o7,Tl k — Residential: Non -Residential: Number Amount Addlt on•'A•leration, Repair (Residential Non -Residential New Residential: AMP Service New C mme a :v-- --' Service Change o .Service; From AMP Service to AMP Service Manufactured Building Other Oescri t on:o( Work:..: oo Application Fee: 10.00 TOTAL DUE:'-.:::: . By Sipning.this application I,am stating that I am In compliance with City of San((,,-' Electrical Code. Applicant's Slgnature Slate License Number r't s''''' '%r't `` •:lZU;~1t_______J--..... .... ..... .......... ..• . ......... .._ . ... ............... .... CITY OF SANFORD PERMIT APPLICATION Pcrmit # : 0 '1— Dale: JobAddress: Zlyg -k-`-. Cr r,'.b c 30 JAa Cr p Description of Work: C .. n/ nc+ A _ /'Q f . y, t : Historic District: Coning: Value of Work: S Permit Type: Building Electrical Mechanical Plumbing X Fire Sprinkler/Alann Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole — Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required) Plumbing/ New Commercial: # of Fixtures ' # of Water & Sewer Lines # of Gas Lines Plumbing/ New Residential: # of Water Closets 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) Parcel #: ( Attach Proof of Ownership & Legal Description) Owners Name & Address: Phone: Contractor. Name & AdQs)JANTAGEPLUMBING, INC. P. O. BOX 32• 762 0027 State License Number: Phone & Fax: (407) 366-3994 Contact Person: M 0. r PhonADVANTAGE PL BING, INC. Bonding Company OVIEDO, F6027 0RIDe 32762-= 7 Address: (407) 366-3994 Mortgage Lendcr: Address: Architect/ Enginccr: 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 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 m e-fomn -i".t c public records of this county, and there may be additional permits required from other governmental entities such as water;;a ageme acts, state agencies, r federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the rcquircmen Licn Law, FS 713 Signature of Owner/Agent Date Signature of Contractor/Agent Date r C ( A"A Print Owncr/ Agent's Name Print Contractor/Agent's Name Signature of Notary -State of Florida Date Signature of Notary -State of Florida Date Owner/Agent is _ Personally Known to Me or Produced ID MARTHA Y. HALL Contractor/Agent iPcrs It y ot e t QIMISSION W CC 875840 Produccd ID `; t: x IRES: February 1, 2004 Inru Notary Public Underwriters APPLICATION APPROVED BY: Bldg: Initial & Date) Special Conditions: T Zoning: Utilities: Initial & Date) FD: Initial & Date) ( Initial & Date) LJU—GYJJ / : YJJHr•1 r-r-Kum cr..o•s- :'t ..-q:r,:P••+•.<•re•.r:rM:a°L!I,S"r:Stnuewt..:`.' :'.:..,•.,:L .• .. CITY OF SANFORD PERMIT APPLICATION Permit rt : 0 3¢''-,Z ` / Job Address: _ Description of Work: Date: 0 o?_ Historic District: 7Aning: Value of Work: S t , Permit Type: Building • Elcuttical .` Mechanical Plumbing F:irc Sprinkler/Alarm Pool ElectrIcut: New Service - # of AMPS L-0 oi00 Addition/Alteration Change of Service Tempot8ry Pole / Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required) Plumbing/ New Commercial: a of Fixtures # of Water & Sewer Lincs # of Gas lines PlumbinVNew Residential: k of Water Closets- Plumbing Repair - Rey dential or Commercial Occupancy Typo: Residential Corl M91r,'ial Industrial Total Square Footage: _ Construction Type: _ p of Stories: Ii of Dwelling Units: Glood zone: (FERIA form requirud for other than x) Parcel M: Owncn Namc &!Address: Artaeh Proof of Ownership B ugal Docrlptlon) 9 e_ %fig n t-'L 3/urn ZSS Z Z Phnne: Z/Z Contractor Name 6( Addreu: VV 7 Ll 2-- ltatuLiccntc Number: `_. 00 1 J 2-,- Phone & Faz:f07=3 Z - %f Z Contact Person: _ j!age (t e Phone: YQ 7•" 3 zI 5 ,Y y Bonding (:nmpsny: Addre.is:— htorlgage Lender: Address: Architect/Engineer: Phone: Fax: Address: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no wink or installsoon has conunenced prior to th- issuance of a permit and that all work will be performed to meet standards of all laws regulating eatuwction in this jurisdiction. I undmand that . scparaw permit must be secured fof ELECTRICAL WORK PLUMBING, SIGNS. WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, ate. OWNER' . S AFFIDAVIT: I certify that all of the foregoing infdrmation is accurate and that all wank will be done in compliance with all applicable laws regulatingconstructionandzoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE: OF COMMENCEMENT MAY RESULT IN YOUR PAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. IF YOU INTEND TO OBTArN FINANCING, CONSULT WITH YOUR LF.NDFR OK AN ATTORNEY BEFORU RFC;OR ANO YOUR NOTICE OF COMMENCEMENT. NOT : In addition In the requirements of thin permit, there inay be additional restrictions applicable to this property that may be found in the puhlic records of this county, and there may be additional permits rcquirod fmm other governmental entities loch as wiser rnanogement districts, state agencies, or federal agencies. Acceptance of is veritleation than I will notify the owner of* the property of the require of ' rid 'en w, F permit 4b I Signature of Connacto /Al;=t Dale y is Signature of Owncr/Agent Uulc Print Owncr/Agent's Name Print Ctmlraetor/Agent's N• C D X p r•I rL i7•C0 l'D N.co to j :; y, Signature Of Nutary•$ute of Flnritla Datu Signature of NJ State ni F'londu Uate n R e` N CD 2 cn p coc iwner/n, tax is Pcriunony Knnwn to Ma ur I C' ontractnr/A,-cnt is Zrrsnnaily Known to Mc ur o PruducL:d 11) Produced IU _... API'L.I(.-A1'IO\' AI'PI(OVF,E) lly: Illdg: _ ...... Guuing:,,,, I;riliucs: ___._.. V I): _.. Ini(ial & I)att) (Initial 8 Date) (Initial D-.oc) (l,rli.d i Ua:c ipcti;tll'onditirnt:; --- _ - — COUNTY OF S[|ilNULL IMPAClF[E 3TAT[U]1T S7ATE>| ENT k[MF[R 103-75628 D AT: DUI|- Dl G P[RHIT NUMBER: CITY) C JUT ]8EH: ----------- UUIT ADCRESS '^ > / RE : ---\/1-i~--------------------------------- TRMF[ 7C ZOK[: S[ C: TWP: RKG: PARCEL: SUDDlVISIOX: TRACT: F1AJ B[OK: PLAT B[OK PAGE: BLOCK: LOT: ADDRESS: _^ A"Ii,. APPLICANT PAME: ^ ADDRESS: ________________~_______________________________________---_------ LAND USE CA7EEORY: 001 - Single Family Detached House TYPE [ S[: Renidentiu1 KOR% CESCRIPTICN: Single Family Howes Detached - Construction EE ENEFIT RAJG FEE UNIT RATE PER # Q TYPE TOTAL 0U[ TYPE DIST SCHEDULE DESC. UNIT OF UNITS ROhDS ARTERTALS CO -WIDE U dwl unit $ 705.00 705.00 UjhDt; COLLECTORS KORTH O dwl unit $ 142.00 1 1 142.00 LIl1RA, Y CO'WID O dwl unit 0 54.00 1 $ 54.00 OC{] OLS CO -WIDE dwl unit $1,384.00 1 a 1,304.0o ANOUNT DUE 2,2B5.00 TAT[] 1[ NI' RECFIV[ D DY: L/ SIGHATU Eo PLEAS[ PRIHl' NAM[) DAT[: NOTE TO RECEIVING SIEyAT[RY/APPLICANT: FAILURE TO NOTIFY OWNCR AND NSUN. TIM[LY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THZ FEE. *=:' DIST8IPUTION: 1-CCUNTY 3-CITY 2`- y'PLIChN[ 1-COUNTY TTKUTV0: t P[ DCOX ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHICH ARE DUE AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PERMIT. AkSO ADVISED THAT ANY RIGHTS 01 THE APPLICANIT, ON OWNER, TO APPEAL THE CAL[ULATIONG OF THE ROAD, LIBRARY SY3TFM AND= EDUCATIONAL ( SCHOOL) IMPACT rEES MUST BE EXERCISED BY FILING A WRITTEN REC[EST WITHIN 45 CALENDAR CAYS OF THE DEC[IVINU 0I6N0TURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCU7AMC7 O::, UCCUPAKCY. TXE REQUEST FOR REVIEW MUST MEET THE REQUIREMFNTS OFJ|>E COUNTY LAND DEVELUPMAN7 CODE. COPIES OF THE RULES GOVERNING APPEAIS MAY BE PICKED UP, OR REQUESTED, PROM THE PLAN IMPLEMENTATION OFFlC[t 1101 LMfT F}R3T STREET, SANFORD, FLOXIDA 32771; (407) L%'=71. PAYIFU- CECCL0 2E NACE TO: CITY UF SANFORD DUILDlNS ld|'AkTHi]iT 300 NO|Ul| PARK hV[HW[ S HFUkD. |l. 32 1 PAYMENT OECULD BE BY CHECK OR KEKEY CRCER, AND UKCUL)> T||[ UThTEHENT NUMBER AND CITY BUILDI|1G PERKIT NUMBER AT THU TO.' 110011IS STATEMENT IS VALID ONWY IN CONJUNCTION WITH ISSUANTE OF A14": 111101* 7*0*1VATSINGLE FAMILY BUILDIKG Itill 11I11II111011111W111IIp1Ul1p111 pp1I111I111I111 THIS INSTRUMENT PREPARED BY: Patricia L. Coulton D. R. Horton Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 04986 PG 1257 CLERK' S # 2003152349 RECORDED 08/29/2003 12:03:42 PM RECORDING FEES 6.00 RECORDED BY G Harfo•rd RECORD AND RETURN TO: I D. R. Horton Inc. 6250 Hazeltine National Drive, Ste.: 102 Orlando, Florida 32822 O C\/14rSG4aJ-e6r NOTICE OF COMMENCEMENT Prepare in duplicate) The undersigned hereby gives noticelthat 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 pproppertyy: Lot( s)10, 11 46, 49, 51, and 84 Bakers Crossing Phase 2 Plat Book 62, Page(s) 97-99, Public Records of Seminole County, Florida General description of improvements: Single Family Dwelling Owner( s): D.R. Horton, Inc., a Delaware Corporation Address: 6250 Hazeltine National Drive, Ste.: 102, Orlando, FL 32822 Owner' s interest in site of the improvements: Fee Simple Fee Simple Title Holder (if other than Owner): Name: Phone #: Address: Fax it: Contractor: D.R. Horton, Inc. Phone #: Address: 6250 Hazeltine National 9rive, Ste.: 102, Orlando, FL 32822 Surety ( if any): Address: Phone'#: Amount of bond: $0.00 Fax #: Lender: Phone It: Address: Fax #: I Fax #: Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(I)(a)7, Florida Statutes: Name: Address: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section713.13(1)(b), Florida Statutes: Name: Address: Expiration date of Notice of Commencement: (the expiration date is one (1) year from the date of recording unless a different date is specified): I D. R. Horton, Inc 0 by: - o e awson, AsMant Secretary Corporate Seal) STATE OF FLORIDA COUNTY OF ORANGE i The foregoing instrument was acknowledged before me this L8 day of 2003 17y Robert A. Lawson, Assistant Secretary of D.R. Horton, Inc., a e aware Corporation, ' e a o the corporation. 1 fe/She is personally known to me. Notary Public, State and County Aforesaid QFFICIAI. NOTARY SEAL 13ATRICIA COULTON NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. DD134330 MYCOMM ISSION EXI'. JULY26,2006 Notary Seal CERTIFIED COPY MARYANNE MORSE CLERK OF CIRCUIT COU EP CLERK S*T"''..^.'y M"T-i t1^_.,-,J.'.PT}1{,-•.C`.',.r.... r. CITY OF SANFORD PERMIT APPLICATION Permit # Job Address: 1L Description of Work: Historic District: Zoning: Value of Work: Date: Permit Type: Building v/ Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service - # of AMPS Addition/Alteration Change of Service -temporary Polc Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair - Residential or Commercial) Occupancy Type: Residential Commercial Industrial Total Square Footage: 2 3-7-7 Construction Type: # of Stories: i # of Dwelling Units: —j— Flood Zone: (FEMA form required for other than X) Parcel #: 1^, Owners Name & Address: ram,?'=t, l I-n c-I,I: tN r'I. i::`ru '! h2•, Tt `•'zZ Contractor Name & Address: Itt I1 ll fWl'1. j SILL bzuxtC C,l ' T Y o I' on: UIBondingCompany:-,, i Address: Attach Proof of Ownership & Legal Description) Phone: AC It / - ate License Number: P} f IIU II I" V _L Mortgage Lender: \)11 , AUUAddress: Architect/Engincer: •\,' t I l' !` `'t • f^" I ne: T•., n Address:21E°'I Application is hereby made to obtain a permit to do the aolK end inst lai tea I ert at no wtfjjcinstallation has commenced ,riur to ttrcYI issuance of a permit and that all work will be performe44"es ii ards o al a u ti gm • truction.in ttpssjunsdiction. 1 understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILtPS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: 1 certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable lnwr: rq illat.ing construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RE91A f IN YnI)): )'AY114G TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR.I;)d ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other govemmental entities such as water management districts, state agenc:zs, or federal agencies. Acceptance of pRAgnit is verification that 1 wil not' e4 the property of the requirements of FICLci4a Lien law, FS 713. Stgnaturc of O%nicr/Agent+ Date Signature of Contractor/Agent Date Print 0 vnl /Agegt's Name 1 Print "o ractor/Agent'. i'amc ` Signature of Notary-S L Date Sienaun•e of Notary -State of f=lorida )ate FCTAI I COULTON U 9 "nEDD134330nOgIlDA AI' I'I.ICATION APPROVI:D BY: 131tI43M.E Z7 /.urine: Initial & Date) Specizd Condititms: _ OFFIC A Tm PATRIIA5ZOUCnntractor/ r\g {tj(aj jYljo g l tt c FFLORIDA Produce( 11) _COMMISSIGN-R'O-0D734W MYCOMMILSSIO`• i EXE-JULY26,2006 Utilities: FI Initial & Date) (Initial & Date) (Incial & Date) PLOT PLAN DESCRIPTION: (AS FURNISHED) LOT 49, BAKERS CROSSING PHASE 2, AS RECORDED IN PLAT BOOK 62, PAGES 97-99, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA i TRACT A GRAPHIC SOCALE CLYDESDALE CIRCLE o 15 30 50' RIGHT OF WAY P / SB9'17_34'E - L - T - CF.NIERLINE OF-)B4,BB' I RIGI n - or- WA Y WI NI pNIalppIN OI2I 1I BUILDING SETBACKS FRONT: 25' REAR: 20' SIDE: 5' CORNER: 15, MINIMUM LOT WIDTH 50' PREPARED FOR: D.R. HORTON 416.30' 50. 00' S89'17'34"E j10' UTILITY EASEMEN Tr N pRiGE 1 5.0' Ad 14.8' :- 5.f 20.0' a1 5.2' COVERED ENTRANCE LL1 I O N o PROPOSED p p LOT 50 N 4 MODEL 1965 O d' FINISHED FLOOR O ELEVATION-47.4 O Z 40.0' 5.0' 40.0' PPA ill O LOT 49 DRAINAGE TYPE B Z4--- -- - 5' ENVIRONMENTAL CONTROL SEMENT N89'17' 34"W LOT 26 50.00' LOT 28 LOT 49 CONTAINS 5.500 SOUARE FEET t THIS STRUCTURE CONTAINS 2379 SOUARE FEET t TOTAL CONCRETE 498 SO. FT, t TOTAL SOD 2623 SO. FT, i 1. ELEVATIONS S14OWN 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 PURPOSE 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. BEARINGS SHOWN HEREON ARE BASED ON THE NORTH LINE OF LOT 49 AS BEING S89' 17'34' E PER PLAT. FIELD DATE:) REVISED: SCALE: 1 = 30 FEET wR 501. 18' PC f_ CV O CV to O Ln LOT 48 LEGEND BUILDING SETBACK LINE MLW MINIMUM LOT WIDTH CENTERLINE POR POINT ON BOUNDARY RIGHT OF WAY LINE POL POINT ON LINE PCC POINT OF COMPOUND CURVATURE PROPOSED ELEVATION POC POINT ON CURVE PROPOSED DRAINAGE FLOW OR PLAN OFFICIAL RCCOPD PLANNEDDEVELOPMENTCONCRETEo DENOTES DELTA ANGLE L DENOTES ARC LENGTH LB LAND SURVEYING BUSINESS C.B. DENOTES CHORD BEARING LS LAND SURVEYOR PC DENOTES POINT OF CURVATURE PRM 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 CALL) CALCULATED A/C AIR CONDITIONER FND FOUND CBW CONCRETE BLOCK WALL C/W CONCRETE WALK RP RADIUS POINT SA SIDEWALKRRADIUSCPCONCRETE PAD CS CONCRETE SLAB PB PLAT BOOK C CHORD LENGTH PGS PAGES R/W RIGHT-OF-WAY NG NATURAL GRADE ORD OFFICIAL RECORDS BOOK SO. FT. SOUARE 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. APPROVED BY: M AMERICAN SURVEYING & MAPPING ASM40127 CERTIFICATION OF AUTHORIZATION NUMBER LBQ6393 JOB N0. 320 EAST SOUTH STREET, SUITE 180 EVISED DESCRIPTION B-7-OJ JMI ORLANDO, FLORIDA DRAWN BY: LOT PLAN 05/20/03 SOO 32801- (407) 426-7979 WILLIAM R. MU FOR THE FIRM JR. PSM# 49 8 DATE D. R. HORTON HOMES SFR PERMIT PACKAGE CITY OF SANFORD CHECK LIST LOT #,'l _.SUBDIVISION: BAKERS CROSSING ADDRESS )o\ BUILDING APPLICATION POWER OF ATTORNEY 2 SETS OF SEALED PLANS 2 PLOT PLANS 3 SETS OF ENERGY CALCS MANUAL J/DUCT LAYOUT ATTACHED TO THE PLANS 2 SETS OF SEALED TRUSS PROFILES AND LAYOUTS ATTACHED TO THE PLANS UTILITY FORM NOTICE OF COMMENCEMENT APPEx CONTRACT Dri Ue, lvle/ R m,. J CITY OF SANFORDRB SIDENTIAL BUII-DA`tG PERMIT G DIVISION SUBMITTAL REQUIREMENTS FO 1 Two (2) recent boundary and building location surveys showing setbacksfromallstructurestopropertylinesforpermitforstructures (not fences) 2 Two (2) complete sets of construction design drawings drawn to scale, Complete sets to include: IL Foundation plan indicating f m nt bar replacementrcplaccmentg walls Provide side view deta s of these footers with reinforc b. Floor plan Indicating interior wall partitions and room Identification, room di ensions, landings, and st irs Bathroomsfixturizes, smoke es rind detector, location( ), distances from walls arc to be shown - Note the State of Florida requirements for bath door for compliance of Handicapped Code (F.S. 553, Part 5) Elev0C. floor elevationons of lhetheight per or lCity, Engineering Department or ls, east, west, north rind south. nish floor elevation g subdivision plat. d, Cross sections of all wall sections tb be used In the structure. Bearingnon -bearing inter and exterior. Si ow all components of wall section. O c Framing plan for floor joists 5 jbcpe conventionally framed. Plan toIndicatespan, size and species of interlals to be used. f, Engineered truss plan with details of bracing. Engineered beams for spacing openings to carry and support trusses. g, Stair details , lacement of handrRl sand guardratl cr size, methods of attachment, p O h, Square footage table showing footngcs: ; S.F. Garages/Carports L=-- S.F. Porch(s)/Entry(s) i---r—S.F. Patios) 11( S.F. Conditioned structure y S.F. Total (Gross Area) 3, Three (3) sets of completed Florida Energy Code Forms (Form 600-A-97) 4. Soil analysis and/or soil compaction report. If soils appear to be unstable or if structure to be built on fill, a report may be requested by the Building Official or his representative. 5, Other submittal Documents: p n. Utility letter or approval when public water supply and/or sewer system connection to be made. b. Septic tank permit to be obtained from Scminolc County Health Department at: 400 W. Airport B1vd,Sanford, Fl (407) 665-3600. c. Arbor permit when trees to be removed from property. Contact theCityEngineerfordetailsregardingthearborordinanceandpermit. 6, Application to be completed thoroughly and signatures provided by a licensed and insured contractor. OWNEWBUILDER MUST APPEAR IN PERSONS TO SIGN APPLICATION AS PER FLORIDA STATE STATUTE 489. Subcontractor license numbers must be included on the application. If electrical, mechanical or plumbing permits have not been issued, inspections will not be scheduled or made and subcontractors will be subject to penalty under the City Ordinances. REQUIRED INSPECTIONS DURING AND UPON COMPLETION OF CONSTRUCTION 1. Footcr 2. Underground, electrical, mechanical rind plumbing 3. Foundation cicvatlon survey 4. Slab 5. Lintcl- tic beams - columns- cells 6. Rough electrical ' 7. Rough mechanical S. Rough plumbing 9. Tub Set 1 ' 10, Framing ! III Tenant Separation / fircwall lit 12. Insulation, walls and/or ceilings s 1 1+ 13. Electrical final, mechanical final a6 l.j lumbing final 14. Building final 15. Other DATE!- SIGNATU By Owner or Authorl,cid Agent) REST Sentricon* Colony Elimination System Pretreatment Plan Agreement Datc of Install : Contract Number PUCHASERS NAME r N1 D ADDRESS City/State/zip L O,1 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 SC Email Phone & Email INST.-LLATION ADDRESS: — I— SPECI..L OR ADDITIONAL COMMENTS NOTIFIC.•1TION STICKER LOCATED: (Zz«' ! DAMAGE REPAIR WAR.RANTY From the date of installation of the Sentricon* Colony Elimination System, Apex will arrant 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 GOVERIN TFIE RELATIONSHIP OF THE PARTIES. rl/j pex 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: I . 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 ns appropriate; and during those years, Inform the Customer of: n, 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 SentriconPretreatmentPlanmayb. maintained for the LIFETIME of the Identified property subject to the terms and conditions of thisagreementforSt'` •w '>a t7,2, er quarter (3mo period) payable on or before the end of the previous monitoring period. Afterthefifthyear, and each year thereafter, Apex reserves the right to revise the quarterly payment amount, not to exceed 10% per cnr. The Customer Nvnrrants full cooperntlon with Apex during the term of this Agreement, and agrees to maintain the nrcn(s) baited free from any factors contributing to Infestation such ns wood, trash, lumber, direct wood -soil contact, standing Neaterunderpiertypestructure, or as noted in "Special or Additional Comments". The Customer also agrees to notify Apex of andeliminatefault}, plumbing; leaks; dampness from drains; condensation or leaks from the roof or otherwise into, onto, or undertheareas) baited. At no time will damage caused to any portion(s) of the Structure(s), even by an active wood destroyinginsectinfestation, be the responsibility of Apex in areas where any of the conditions described In this Paragraph exist. FailureofApextoalerttheCustomertoanyoftheaboveconditionsdoesnotaltertheCustomersresponsibilityunderthisparagraph. DISCLAIMER: COMPANY DISCLAIMS ALL OTHER WARRANTIES, WHETHER EXPRESS OR IMPLIED, INCLUDING STATUTORY WARRANTIES,IMANDSPECIFICALLYDISCLAIMS ANY IMPLIED WARRANTTES OFMERCHAINTABILITY, FITNESS FOR A PARTICULAR PURPOSE, OR WARRANTY OF VORKMAi ILIKE SERVICE. FURTHER, COMPANY HAS MADE NO AFFIRMATION OF FACT OR PROMISE RELATING TO THE PRODUCT ORSERVICEPROVIDEDHEREUNDERTHATHASCREATEDORAMOUNTEDTOANEXPRESSWCustomerexpresslywaivesandreleasesanyclaimsInanylawsuit, arbitration or other legal proceeding against pex fornegligence, torts, personal injury, death, violation of any statute, rule, or regulation, loss of use, diminution of value, economic, compensatory, Incidental, consequential, exemplary, punitive, liquidated, treble, or special damages if any kind, and in noeventshallApexbeliableforanyamountgreaterthatamountpaidbytheCustomertoApexfortheservicetobeperformed. P . SENSITIVITY/PHYSICAL FACTORS: Customer understands and agrees that (1)it Is the responsibility of all family members, visitors, to consult a physician If necessary regarding any affects the Property treatmentoucs;s, and/or other temporary or permanent occupantsmnvhaveand (2)It is their responsibility to notify Apex in writing not less than two (2) days prior to treatment regarding any ailergy orsensitivityconcerningodors, dust, pollen, respiratory illness, or other condition that may be activated or exacerbated by the products Intl or cchniques utilized by Apex. GENER L TERMS AND CONDITIONSB,.• specific reference hereto, the Customer understands that the general terms and conditions are hereby made part of this contract and appty without exception. 1. ERSHIP OF SENTRiCON" SYSTEM COMPONENTS: The Customer understands that: All componentsDONVELANCOOWNoftheSentrlcon *System (Components) are and will remain to property of DowElanco. The Customer has no rights to any of theComponents, and the Purchaser may not alter, remove, or modify the components In any way, other than the right to their use ns 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 toretrievefromtheCustomer's premises the Stations and other Components contained therein for appropriate disposition. 3, If Apex, for whatever reason, ceases to represent or to be authorized to represent, the Sentrlcon" System a. Apex will: (1)so notify the Customer; (2)offer Customer the alternatives of either using a different form of termite protection or discontinuing the relationship(note: Conventional "liquid barrier" method of termite control may not offer an effectivemeansofcontrollingcertaintermiteInfestationsofcertainstructures. In such event Apex may not be able to offer a different form of termite protection, and therefore may have to discontinue the relationship.); (3)lf the Customer and Apex (Parties) agree on use of a different form of termite protection, give the Customer credit for service paid for but not yet received; (4)if the Customer elects to discontinue the relationship, or if Apex cannot offer an effective different form of termite protection, refund to the Customer an amount equal to the fee paid for services not yet received, and;. (5)rctricve, or advise DowElanco or its representatives where to retrieve, the Components from the Customer's premises; and b. the Customer will; (1)grant Apex and DowElanco or Its representative reasonable access to the premises for the retrieval of the Components; and; (2)either agree with Apex on the use of a different form of termite control or elect to discontinue this relationship. n. DDITIONS AND/OR ALTERATIONS This Agreement covers the Structures) identified herein as of the date of the initial In r close to Prior to; (1)the Structure(s) being structurally modlfied, 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 balting equipment or suppliesoccurs, the Customer will immediately notify Apex In writing. Failure to notify Apex In writing of the events listed above may void this Agreement. Addltlonnl 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. DANL-\GE RELATED TO SERVICE Apex will exercise due care while performing any work hereunder In avoidance of damaging any par, 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 mnv Ithout 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 taw during the period of any delinquency, and (3) Customer agrees to pay all costs and attorneys fees Incurred by apex, Nvhether or not suit is brought. VENUE/SEVERABILITY. Venue for any and all legal proceedings shall be in Brevard County, Florida. If any part of this Agreement is held to be Invnlid or unenforceable for any reason, the remaining terms and conditions of this Agreement shall remain In full force in( cffcct. CHANGE 1N LAW. In the event of a change in applicable law Is It pertains to the services promised herein, Apex reserved the right tc rcvIse 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 fulfillin, Its responsibilities under the terms of this Agreement by any reason of delays In transportation, shortages of fuel/or materials, strike: embargoes, fires, floods, hurricanes, storms, quarantine restrictions, or any other act of God or circumstances beyond the control of Ape? pex 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)tcrmite damage resulting from masonry failure or grade alteration,. 3)termite damage resulting from direct wood to soil 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 ft commercial arbitration of the American Arbitration Association or any successor organization, and In accordance with and subject to all t! 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 sea. T' proceeding shall be governed by one arbitrator, and the location of arbitration will be Brevard County, Florida at the offices of Apex or designee. The arbitrator will have the complete power to determine all Issues of fact and law, and any determination of the arbitrators N% be final and conclusive, and binding on both parties. Customer agrees that any such arbitration shall be conducted on an Individual bas and not a class wide basls. 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 I no other representations of statements will be binding on the parties. REFUNDS. Apex at any time on or after 36 (thirty-six) months from the initial date of Installation, terminate this Agreement and relieved of any liability hereunder If Apex determines, In Its sole discretion, that It Is unable to prevent or stop further damage to Prope from subterranean termite activity. Partial refunds maybe made under the discretion of Apex Pest Control Inc. NOTICE OF CLAI`4S, ACCESS TO PROPERTY. Any claims under the terms of this Agreement must be made Immediately In Nyritinp, 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 -Inspection, whether the Inspection Nvis requcs by the Customer or considered necessary by Apex. LI-MITED ASSIGNABILITY. This Agreement is assignable by Customer for a period of 1 (one) year from Its effective date. After Initial 12 (twelve) month period, Customer may transfer or assign this Agreement with a ESTintransfer fee payable to Apex within th! m) days of the transfer of the treated Property. Trademark of DowElanco Brevard Area Orlando Area Tampa/Sarasota Area 503 S Plumosa St. 7006 Stapoint Ct. #G 5314 Faulkenburg Rd N MerrittIsland, FL 32952 Winterpark, FL 32792 Tampa, FL 33510 407- 459-2347 407-858-0540 813-221-2347 300- 929-2347 883-764-2347 377-459-2347