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Home My WebLink About504 Bella Rosa Cir 07-104 New construction SFH• PERMIT ADDRESS CONTRACTOR ADDRESS PHONE NUMBER PROPERTY OWNER C\ lS ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTO PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE SUBDIVISION PERMIT # 0 1® I a DATE 1 PERMIT DESCRIPTION_ PERMIT VALUATION SQUARE FOOTAGE 41 XRVOTA�R,N SiM Certificate of Occupancy This is to certify that the building located at 504 Bella Rosa Cir for which permit number 07-104 has heretofore been issued on October 18, 2006 and 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 New Single Family Residence subdivision regulations ordinances of the City of Sanford with the provisions of these regulations. Staff Approval Building: R Addison Engineering & Planning: Date 01/26/07 M Replogle 01/26/07 Public Works: M Watson 01/29/07 Utilities: R Blake 02/02/07 Fire Department: Conditions (if blank, no conditions apply) Lennar Homes Q)3� Yyl . T0", ,- _ 02/13/07 Property Owner Building Official Date BP210U01 CITY OF SANFORD 2/13/07 Application Miscellaneous Information Maintenance 11:38:52 Application number . . . . 07 OOO�Q1.04 Parcel Number . . . . . . 29.19.3'1.502-0000-0640 Address . . . . . . . . . 504 BELLA ROSA Type information, press Enter. 2=Change 4=Delete 5=Display Opt Code Date Print Miscellaneous Information HISB 10/18/06 Y NOC ON FILE EXP 10/18/07 _ HISB 10/18/06 Y 2 story/3 bath HISB 1/25/07 Y CO Sign Offs: _ HISB 1/25/07 Y P & E: MR 01.26.07 HISB 1/25/07 Y PW: MW 01.29.07 HISB 1/25/07 Y Util:RB 02/02/07 HISB 2/13/07 Y final f/s on file Bottom F3=Exit F6=Add F12=Cancel CERTIFICATION OF ELEVATION FEBRUARY 9, 2007 ADDRESS OF JOB: 504 BELLA ROSA CIRCLE, SANFORD, FL 32771 LEGAL DESCRIPTION: LOT 64, CELERY ESTATES NORTH, AS RECORDED IN PLAT BOOK 71, PAGES 38 THROUGH 45, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. THE FINISHED FLOOR ELEVATION OF THE HOUSE ON LOT 64 MEETS OR EXCEEDS THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD BUILDING CODE, CHAPTER 18, SECTION 18-4 (a). AMES W. SCOTT R.L.S.#4$O1 STATE OF FLORIDA U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program ELEVATION CERTIFICATE Important: Read the instructions on pages 1-8. OMB No. 1660-0008 Exoires February 28. 2009 SECTION A - PROPERTY INFORMATION I For Insurance Company Use: Al. Buildinq Owner's Name LENNAR HOMES, INC. Policy Number A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. I Company NAIC Number I 504 BELLA ROSA CIRCLE City SANFORD State FL ZIP Code 32771 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 64, CELERY ESTATES NORTH, PLAT BOOK 71, PAGES 38 THROUGH 45, SEMINOLE COUNTY, FLORIDA A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude/Longitude: Lat. N 28° 48' 07.3" Long. W 81° 14' 19.3" Horizontal Datum: ❑ NAD 1927 ® NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 1 A8. For a building with a crawl space or enclosure(s), provide A9. For a building with an attached garage, provide: a) Square footage of crawl space or enclosure(s) 0 sq ft a) Square footage of attached garage 408 sq ft b) No. of permanent flood openings in the crawl space or b) No. of permanent flood openings in the attached garage enclosure(s) walls within 1.0 foot above adjacent grade 0 walls within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A8.b 0 sq in c) Total net area of flood openings in A9.b 0 sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name B3. State UNINCORPORATED AREAS 120289 1 SEMINOLE FLORIDA B4. Map/Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone Date Effective/Revised Date Zone(s) AO, use base flood depth) 12117CO065 E 04/17/95 04/17/95 "X" N/A B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile ❑ FIRM ® Community Determined ❑ Other (Describe) B11. Indicate elevation datum used for BFE in Item 69: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑Yes ®No Designation Date N/A ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ® Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations -Zones Al-A30, AE, AH, A (with BFE), VE, V1-V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO. Complete Items C2.a-g below according to the building diagram specified in Item AT Benchmark Utilized BASED ON ENGINEER PLANS Vertical Datum NGVD 1929 Conversion/Comments N/A a) Top of bottom floor (including basement, crawl space, or enclosure floor)- b) Top of the next higher floor c) Bottom of the lowest horizontal structural member (V Zones only) d) Attached garage (top of slab) e) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment in Comments) f) Lowest adjacent (finished) grade (LAG) g) Highest adjacent (finished) grade (HAG) Check the measurement used. 17.0 ® feet ❑ meters (Puerto Rico only) .N/A ❑ feet ❑ meters (Puerto Rico only) N/A ❑ feet ❑ meters (Puerto Rico only) 16.3 ® feet ❑ meters (Puerto Rico only) 16.5 ® feet ❑ meters (Puerto Rico only) 16.1 ® feet ❑ meters (Puerto Rico only) 16.4 ® feet ❑ meters (Puerto Rico only) 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. l certify that the information 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 ® Check here if comments are provided on back of form. Certifier's Name JAMES W. SCOTT License Number 4801 Title LAND SURVEYOR Company Name GRUSE NMEYER-SCOTT & ASSOCIATES, INC. Address 5400 E. COLONIAL DRIVE City ORLANDO State FL ZIP Code 32807 Date 2112107 telephone 40/-2/1-3232 FEMA Form 81-31, February 2006 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company Use: Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number 504 BELLA ROSA CIRCLE City SANFORD State FL ZIP Code 32771 Company NAIC Number SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments C3 e) LOWEST ELEVATION OF MACHINERY AND/OR EQUIPMENT SERVICING THE BULDING IS TOP OF A/C PAD THE LOT IS IN ZONE "X" Z / z c -) Signatur Date ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items El-E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B, and C. For Items E1-E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawl space, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawl space, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-8 with permanent flood openings provided in Section A Items 8 and/or 9 (see page 8 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. 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, and E for Zone A (without a FEMA-issued or community -issued BFE) or Zone AO must sign here. The statements in Sections A, B, 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) iThe local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8. and G9. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA-issued or community -issued BFE) or Zone AO. G3. ❑ The following information (Items G4.-G9.) is provided for community floodplain management purposes. G4. Permit Number I G5. Date Permit Issued I 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 (including basement) of the building: _❑ feet ❑ meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters (PR) Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑ Check here if attachments FEMA Form 81-31, February 2006 Replaces all previous editions DESC131PTION AS FURNISHED: Lot 64, CELERY ESTATES NORTH, as recorded in Plat Book 71, Pages n8 through 45, of the Public Records of Seminole County, Florida. BOUNDARY FOR/CERTIFIED TO: Lennor Homes, Inc. LOT 95 N 89050' 10" E REC. 112= I.R. #4596 67.50' -..WALK 1.7' OtIf R 1 i 37.47 LOT 64 i i w I� CONC. 20.'00" 40.0' O w O �z O co J W Z) (� vl 4 O z TWO STORY C/B RESIDENCE F.F. = 17.00' o J504 3 z I 0 COV'D CONC. I 20.00' REC. N&D PT) I #4596 WALK 1,6' ON '\ y. \ 25.2 CURVE 1: D=90°00' 00" R=25.00' L=39.27' C=35.36' CB=N 45°09' 50" WALK- 1.9' ON I 37.47E I I I I. CO d 0" I I u ,0 18.3' 7.50' In 8.2" " 17.0' CONC. CONC. DRIVE 0' 25. 10' UTILITY WALK EASEMENT 2.0� 0A LOT 94 REC. 5/8 = I.R. NO ID. dw L O 89050 1 U W REC. 518- 1.R. 42, 50' NO ID. UNDER WALK OF BETLLA RO,SA CIRCLE (R/W VARIES) y'�ael�l TRACT E'" 1 GQ4 (PRIVATE INGRESS & EGRESS) G� ��0 Q0 o Q4 PROPOSED =FINISHED SPOT GRADE ELEVATION SQUARE FOOTAGE CALCULATIONS PER DRAINAGE PLANS SOD (SOD To CURB): 5,904t SQUARE FEET `J - PROPOSED DRAINAGE FLOW DRIVE & LEAD WALKWAY: 541f SQUARE FEET LOT GRADING TYPE A" SIDEWALK APPROACH: 967t SQUARE FEET PROPOSED F.F. PER PLANS = 16.55' TOTAL LOT SQUARE FOOTAGE: 7,291t SQUARE FEET CR USE'NME'YE7_R -SCOTT LEGEND - LEGEND - P PLAT PRL = POINT ON LINE F = FIELD TYPE = TYPICAL I.P. = IRON PIPE PRC. = POINT OF REVERSE CURVATURE I.R. IRON ROD P.C,C. = POINT OF COMPOUND CURVATURE C.M. = CONCRETE MONUMENT RAD. = RADIAL SET I.R. = 1/2' IR w/BLB 4596 MR. NON -RADIAL REC. = RECOVERED W.P.W. = WITNESS POINT PA,H. = POINT OF BEGINNING CALL. CALCULATED P.D.C. = POINT OF COMMENCEMENT PR.M. = PERMANENT REFERENCE MONUMENT 4 =CENTERLINE FF. = FINISHED FLOOR ELEVATION N&D = NAIL 6 ➢ISK B.Sl. BUIL➢ING SETBACK LINE R/W = RIGHT-OF-WAY B.M.=BENCHMARK ESHT, = EASEMENT B.B, BASE BEARING DRAIN. = DRAINAGE UTIL CLFL = UTILITY = CHAIN LINK FENCE WDAC, = WOOD FENCE C/B = CONCRETE BLOCK p,C. POINT OF CURVATURE p,T. =POINT OF TANGENCY = DESCRIPTION LOT 65 BUILDING SETBACKS: FRONT= 25' REAR= 20' SIDE= 7.5' STREET SIDE= 75' & ASSOC, INC - LAND SURVEYORS 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 NOTES: 14 BY i NIMUM TECHNICAL THE FLORIDA BOARD OF PROFESSIONAL LAND SURTHE UNDERSIGNED DOES HEREBY CM77FY THAT IVEYOR IN CEHAPTER 61GETS ME I17-6 FLORIDA ADMINSTTRARNVE CODE PUDS SET TRSUANT SECTION 472-027 FLORIDA STATUTES. 2. UNLESS EMBOSSED WITH SURVEYORS SM THIS SURVEY IS NOT VALID AND IS PRESENTED FOR INFORMATIONAL PURPOSES ONLY. 3. THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER RESTRICTIONS OR EASEMENTS THAT AFFECT THIS PROPERTY. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. 5. THIS SURVEY IS PREPARED.FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTITY. 6, DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES. 7, BEARINGS, ARE BASED ASSUMED DATUM AND ON THE LINE SHOWN AS BASE BEARING (B.B.) 8. ELEVATIONS, IF SHOWN, AREBASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929, UNLESS OTHERWISE NOTED. 9. CERTIFICATE OF AUTHORIZATION No. 4590. 1 SCALE 20' DRAWN BY: ORDER No. CERTIFIED BY: DESC. R L = RA➢IUS = ARC LENGTH PLVI I, N �— l o . METES'& BOUNDS PLOT PLAN 06-07-06 D = DELTA REVISED STREET NAME 7-20-06 C C.B. = CHOR➢ = CHORD BEARING NORTH REVISED PLOT PLAN 7-26-06 F0,4M80ARD FOUNDATION/ELEVS. 1 i-14-06 CONC. FOUNDATION/ELEVS. 11-20-06 THIS BUILDING/PROPERTY DOES. NOT LIE WITHIN H FINAL/ELEVS. 01-15-07 EVER, L.S. 4714 THE ESTABLISHED 700 YEAR FLOOD PLANE AS PER "FIRM" TO X. GRUSEN ES W. SCOTi R.L.S j 4801 ZONE `X" PANEL J120289 0065 E.(04-17-95) VERNON H. BERRY JR., 11.L.S. 1 6262 12044-06 4270-06 4802-06 N/A 1247J-06 12538-06 736-07 CERTIFICATION OF ELEVATION FEBRUARY 9, 2007 ADDRESS OF JOB: 504 BELLA ROSA CIRCLE, SANFORD, FL 32771 LEGAL DESCRIPTION: LOT 64, CELERY ESTATES NORTH, AS RECORDED IN PLAT BOOK 71, PAGES 38 THROUGH 45, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. THE FINISHED FLOOR ELEVATION OF THE HOUSE ON LOT 64 MEETS OR EXCEEDS THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD BUILDING CODE, CHAPTER 18, SECTION 18-4 (a). AMES W. SCOTT R.L.S. #4801 STATE OF FLORIDA .U.S.-DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 1660-0008 +- Expires February 28. 2009 Federal Emergency Management Agency National Flood Insurance Program Important: Read the instructions on pages 1-8. SECTION A - PROPERTY INFORMATION For Insurance Company Use: Al. Building Owner's Name LENNAR HOMES, INC. Policy Number A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. I Company NAIC Number I 504 BELLA ROSA CIRCLE City SANFORD State FL ZIP Code 32771 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 64, CELERY ESTATES NORTH, PLAT BOOK 71, PAGES 38 THROUGH 45, SEMINOLE COUNTY, FLORIDA A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude/Longitude: Lat. N 28' 48' 07.3" Long. W 81° 14' 19.3" Horizontal Datum: ❑ NAD 1927 ® NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 1 A8. For a building with a crawl space or enclosure(s), provide A9. For a building with an attached garage, provide: a) Square footage of crawl space or enclosure(s) 0 sq ft a) Square footage of attached garage 408 sq ft b) No. of permanent flood openings in the crawl space or b) No. of permanent flood openings in the attached garage enclosure(s) walls within 1.0 foot above adjacent grade 0 walls within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A8.b 0 sq in c) Total net area of flood openings in A9.b 0 sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number 62. County Name B3. State UNINCORPORATED AREAS 120289 SEMINOLE FLORIDA B4. Map/Panel Number B5. Suffix B6. FIRM Index Date B7. FIRM Panel Effective/Revised Date B8. Flood Zone(s) B9. Base Flood Elevation(s) (Zone AO, use base flood depth) 12117CO065 E 04/17/95 04/17/95 "X" N/A B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile ❑ FIRM ®Community Determined ❑ Other (Describe) B11. Indicate elevation datum used for BFE in Item 69: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑Yes ®No Designation Date N/A ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings` ❑ Building Under Construction' ® Finished Construction `A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations -Zones Al-A30, AE, AH, A (with BFE), VE, V1-V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO. Complete Items C2.a-g below according to the building diagram specified in. Item AT Benchmark Utilized BASED ON ENGINEER PLANS Vertical Datum NGVD 1929 Conversion/Comments N/A Check the measurement used. a)Top of bottom floor (including basement, crawl space, or enclosure floor)_ 17.0 ® feet ❑ meters (Puerto Rico only) b) Top of the next higher floor .N/A ❑ feet ❑ meters (Puerto Rico only) c) Bottom of the lowest horizontal structural member (V Zones only) N/A ❑ feet ❑ meters (Puerto Rico only) d) Attached garage (top of slab) 16.3 ® feet ❑ meters (Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building 16.5 ® feet ❑ meters (Puerto Rico only) (Describe type of equipment in Comments) f) Lowest adjacent (finished) grade (LAG) 16.1 ® feet ❑ meters (Puerto Rico only) g) Highest adjacent (finished) grade (HAG) 16.4 ® feet ❑ meters (Puerto Rico only) 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. l certify that the information on this Certificate represents my best efforts to interpret the data available. l understand that any false statement may be punishable by fine or imprisonment under 18 U. S. Code, Section 1001. ® Check here if comments are provided on back of form. Certifier's Name JAMES W. SCOTT License Number 4801 Title LAND SURVEYOR Company Name GRUSENMEYER-SCOTT & ASSOCIATES, INC Address 5400 E. COLONIAL DRIVE City ORLANDO State FL ZIP Code 32807 Si�_ 0 (` J Date 2/12/07 Telephone 407-277-3232 FEMA Form 81-31, February 2006 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company Use: Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number 504 BELLA ROSA CIRCLE City SANFORD State FL ZIP Code 32771 Company NAIC Number SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments C3 e) LOWEST ELEVATION OF MACHINERY AND/OR EQUIPMENT SERVICING THE BULDING IS TOP OF A/C PAD THE LOT IS IN ZONE "X" '^' . \ 611,, Z // z Signatur Date ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1-E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B, and C. For Items El-E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawl space, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawl space, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-8 with permanent flood openings provided in Section A Items 8 and/or 9 (see page 8 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. 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, and E for Zone A (without a FEMA-issued or community -issued BFE) or Zone AO must sign here. The statements in Sections A, 8, 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 ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8. and G9. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA-issued or community -issued BFE) or Zone AO. G3. ❑ The following information (Items G4.-G9.) is provided for community floodplain management purposes. G4. Permit Number I G5. Date Permit Issued I 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 (including basement) of the building: _❑ feet ❑ meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters (PR) Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑ Check here if attachments FEMA Form 81-31, February 2006 Replaces all previous editions v DESCRIPTION AS FURNISHED: Lot 64, CELERY ESTATES NORTH, as recorded in Plat Book 71, Pages 38 through 45, of the Public Records of Seminole County, Florida. BOUNDARY FOR/CERTIFIED TO: Lennor Homes, Inc. LOT 95 N 89050' 10" E REC. 112' I.R. #4596 N 67.50' .,WALK 1.7' Ot . I � 37.47' I LOT 64 w 10.0' w20.60' CONC. 40.0' �LLJ Lo o �W o Er P Lo CO �z 0 W C.)4 0¢ I TWO STORY C/B °� RESIDENCE F.F. = 17,00' o #504 z I 0 i n COV'D CONC. � 14.8' v Lr 20.�0' 8.2'" REC. N&D PT) � CONC. #4596 WALK 1.6' ON . 25.20' 25 CURVE 1: D=90°00' 00" R=25.00' L=39.27' C= 35.36' CB=N 45°09' 50" W 1.9. ON LOT 94 REC. 518" 1.R. NO ID. I 37.47E I II IV.� 13, Loo LOT 65 oD AC �O O 0 0 � C O Or 1 0 �n 18.3' 7.50' 17.0' DRIVE DRIVE I 10' UTILITY EASEMENT I WALK 2.0( ON o \(h . k• 050 10 W Ec: 5/8" 1.R. 4 r2. 50' NO ID. UNDER WALK BETLLA RO,SA CIRCLE (R/W VARIES) ti TRACT 'EE GQ (PRIVATE INGRESS & EGRESS) G �� RUII DING SETBACKS: FRONT= 25' op oe SQUAREFOOTAGE CALCULATIONS REAR= 20' Q� PROPOSED =FINISHED SPOT GRADE ELEVATION SIDE= 7.5' PER DRAINAGE PLANS CURB): 5,904t SQUARE FEE( STREET SIDE= 75' V\-- = PROPOSED DRAINAGE FLOW WALKWAY: 541t SQUARE FEET =�SOD(SODO LOT GRADING TYPE A" APPROACH: 967t SQUARE FEET PROPOSED F.F. PER PLANS = 16,56' TOTAL LOT SQUARE FOOTAGE: 7,291t SQUARE FEET GRUSEIvNEYE1R-SCOTT & ASSOC., INC. - LAND SURVEYORS LEGEND - LEGEND - 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 P = PLAT PA.L = POINT ON LINE F = FIELD TYP. = TYPICAL NOTES: THIS SURVEY MEETS THE TECHNICAL STANDARDS SET FORTH By IRON PIPE P.R.C. = POINT OF REVERSE CURVATURE P.C.C. =POINT OF COMPOUND CURVATURE 1. THE UNDERSIGNED DOES HEREBY CERTIFY THAT C17-6 THE FLORIOA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 61C77-6 FLORIDA ADMINISTRATNE CODE PURSUANT R. D2ON ROD C.M. =CONCRETE MONUMENT RA➢. RADIAL SET I.R. = i/Z' IR, r/NLB 4596 N.R. = NUN -RADIAL SECDON-472-027 FLORIDA STATUTES. 2. UNLESS EMBOSSED WITH SURVEYORS SEAL, THIS SURVEY IS NOT VALID AND 15 PRESENTED FOR IN FORMA710NAL PURPOSES ONLY. REC. -RECOVERED W.P. WITNESS POINT CALL. =CALCULATED J, THIS SURVET' WAS PREPARED FROM TRLE INFORMATION FURNISHED TD THE SURVEYOR. THERE MAY BE OTHER RESTRICTIONS P.O.B. POINT OF BEGIN NO P.O.C. = POINT OF COMMENCEMENT P.R.M. =PERMANENT REFERENCE hmNUHENT OR EASEMENTS THAT AFFECT THIS PROPERTY. FF. FINISHED FLOOR ELEVATION E6LDIS B.SL. = BUILDING SETBACK LINE 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. CERTIFIED TO AND SHOULD N07 BE RELIED UPON BY ANY OTHER ENTITY. N6D =NENTAIL R/V RIGHT-OF-WAY BA = BENCHMARK 5, THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY ONES. ESHT. EASEMENT H.B. BASE BEARING DRAINAGE 6, DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS ASSUMED DATUM AND ON THE LINE SHOWN AS BASE BEARING (B.B.) DRAIN. unL. = UTILITY FENCE 7, BEARINGS, ARE BASED ALGEODETIC VERTICAL DATUM OF /929, UNLESS OTHERWISE --- 8. ELEVATIONS, IF SHOWN, ARE BASED ON NATI6;7=1 CLFC. a CHAIN LINK W➢.FG = WOOD FENCE 9. CERTIFICATE OF AUTHORIZATION Nu. 4590. t" = 20' ----M DRAWN 9Y.'CONCRETE DIAGpC, - PUNT PP CURVATURE QRgER NU..p,T, = POINT OF TANGENCY D- CERTIFIED BY:DESC. 12044-06R= = DESCRIPTION RADIARC 5-16-06 UNDS. PLOT PLAN 06-07-06 4270-06nDELTq LENGTH ET NAME 7-20-06 4802-06C N/AC•B, = CHORD = CHORD BEARING NORTH T PLAN 7-26-06 FOUNDATIONIELEVS. 11-14-06 12473-06 CONC. FOUNDATTONIELEVS. 11-20-06 12538-06 H FINALIELEVS. 01-15-07 736-07 THIS BUILDING/PROPERTY DOES, NOT UE WITHIN TO X. GRUSEN EVER, L.S. # 4714 THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER "FIRM" ES W. SCOTT, R.LS 4801 ZONE "'X" PANEL J 120289 0055 E. (04-17-95) VERNON H. BERRY JR., R.LS. N 6262 Permit # : V I --,)&-I Job Address: ,{�,,,, Io Y}}. n��I��tIJ��rr�� Description of Work: f N�JIAJ I� C�� l�t'il Historic District: N� Zoning: CITY OF SANFORD PERMIT APPLICATION Value of Work: S Permit Type: Building Electrical y Mechanical Plumbing Fire Sprinkler/Alarm _ Pool Electrical: New Service — # of AMPS 100 Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement _ New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Surer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Construction Type: 4 of Stories: # of Dwelling Units: __ Flood Zone: (FEMA form required ) Owners Name&Address:��__(� I%1,(1�V `C1'r /IY_'��, �(�i �(' {'^ 1 f"1'o Ili )L )—.F-.'�` Phone: .�,(.� Contractor Name, I h 1 ' �t° � �i l�ii /d� �• L { i/� V Ci• Sart v-d 32�� 2 . r7n 2� �-f'NI•;4• - scNumbcr State Licence Phone & Fax: IZ Contact Person: .� } / �_,YVI i_",;Phone: YV�Z228 {t p Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Phone. Address: Fax: -- Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance 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 RESUI.T IN 1 Ot 1R I' DYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER UR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements ofthis permit, there may be additional restrictions appli ab to his property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as w r i anagement districts. state agencies, or federal agencies. Acceptance ol' permit is verification that I will notify the owner of the property of the requirements Lien Law, FS 713. Signature of Owner/Agent Date V-naturc of ntrac or/Agent Date � Print Owner/Agent's Name Prin ontrac Agent Nnme i a� Signature of Notary -State of Florida Date Signature e of Florida heM L Smith yCommission DD243250 pires August 20, 2007 Owner/Agent is _ Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID Produced ID APPROVALS: ZONING: UTIL: FD: C-NG: BLDG:__.____. --_ Special Conditions: Rev 03/2006 V13®1DO CrrY OF SANFORD PERMrr APPLICATION 'ermit # : fxi " (o4'f Q I / �+ DJate: 1 2-1 0 / Q �P ob Address: SD L4 cif I Q �RI SSA r go U_ 6X, lescription of Work: Q la—c � SU C,+" Total Square Footage 24J1Tlr listoric District: Zoning: Value of Work: S 30 C) 00 'ermit Type: Building Electrical / Mechanical Plumbing Fire Sprinkler/Alarm Pool ,leetricai: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole 4echanical: Residential Non -Residential Replacement New (Duct Layout & Energy Caic. Required) Iumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines 'lumbingfNew Residential: # of Water Closets Plumbing Repair — Residential or Commercial _ )ccupancy Type: Residential V/ Commercial Industrial :onstruction Type: # of Stories: It of Dwelling Units: Flood Zone: (FEMA form required hvner�ss Name & Address, (IV/ // E. u_'ytS 0�t��1lG{ / � �/r� Phone: 407—/O �� ' (L 7�J 'onntractor Name & }Address: C, kl /� %Z(�j e�� ,r� /(—LMMd 610 ! )Y- ( i L 7 / 1 `/ / State License Number: � � /e—: S 0000 `120 hone & Fax: � 3 YgI /352 3elT"- �7Contact Person:J�A{7 0-0 i,: GD Phone: oding Company: ddress: Iortgage Lender. ddress: rchitect(Engineer: Phone: ddress: Fax: pplication 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 suance 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 ,rmit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and IR CONDITIONERS, etc. -WNER'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 instruction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING WICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN TTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. OTICE: 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 its county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. cceptance of permit is verification that I w• I notify the owner of the property of the requirements of Florida ien Law, F 7 Zo 69 S f caner/Agent e ' ure Contraclor/A4 at • S) /� � o I /V�-ll Print Owner/Agent's Name PP6 t Contractor/A4lr�t +� imunc i y 16 /�/�• Signature of Notary -State of Florida Date Signature of No Mate of FR"Iridb — I3m[e Z • # D D b 0 7 2 9 8 NO Owner/Agent is _Personally Known to Me or Contractor/Agent is ��' iia1, Me or _Produced ID _Produced (D Z m ' _ PPROVALS: ZONING: UTIL: FD: ENG: BLDG: )ecial Conditions- ev 03/2006 �C) Permit Job Address: — 0 Description of Work: _ Historic District: CITY OF SANFORD PERMIT APPLICATION ft' i'•r. I P /fI / /TT lLDate: Total Square Footage Value of Work: $ /�. Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — #I of gA�IPS Addition/AIteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential V Commercial Industrial Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required ) t � Zoning: Owners Name & Address: / ,Phone: rl Contractor Name & Address: �� Tkh A C JoVl t �- State License Number: Phone &Fax:,J�3jcjContact Person: �1 Phone: Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Phone: Address: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance 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 appl this county, and there may be additional permits required from other governmental ;r';;t.'e.�S.'sem Acceptance of permit is verification that I will notify the owner of the property of l Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date to this property that may be found in the public records of ,1 man districts, state agencies, or federal agencies. Owner/Agent is_ Personally Known to Me or Contractor/Agent is Produced ID Produced ID APPROVALS: ZONING: UTIL: FD: Special Conditions: Rev 03/2006 Lien Law. FS T13. ENG: Date 4P�prn�e DEBBIE LYNN DILL.ARD MY COMMISSION ;* DD519638 OF o� EXPIRES: Feb. 16, 2010 PJW kbrS9own t twiny Servlce.ccm BLDG: b-�_ j oq 5Dq mil& &sc_n'rd._v fuss Truss Type ly Ply LE3161 - Lennar Orlando - CAYENNE R10269 r1F F07 T B C 1 1 Job Reference (optional) Trussway, Ltd., Orlando, FI 6.200 s Jul 13 2005 MTek Industries, Inc. Fri Dec 08 09:54:16 2006 Page 1 0-3-8 1-3-0 le = 1:37.2 FIELD REPAIR DETAIL. 3x3 = 2x3 11 3x3 = 1.5x3 = 6x6 = 2x6 11 4x5 = 3x4 = 3x4 = 1.5x3 11 1.5x3 11 3X3 = 3x6 FP = 4x4 = 4x6 = 3x3 11 1.5x3 = A BC D E F G H I J K L M N rJ 4Ell I,,�1��,��l��l '�,i � Illlhii�ii«��,.;� i u� w �� i � � Illlll�i��lii,,;, ,;�� i,... � ',;i,��i AC AB AA z Y X W V U T S R p P 1.5x3 II 4x8 = 4x5 = 3x6 FP 3x4 = 3x3 = 3x3 = 4x4 = 4x6 = 3x9 = 1.Sx3 II 2x6 SP= BC. CRACKED AT U. 3x6 FP= 3x4 2x6 SP= 12-0-0 / 21-10-12 — - Or3-? 20-7-8 2W 0-3-8 20-" 0-i B 1-1-12 Plate Offsets X, A:0-1-8,Ed e , A:0-1-8,0-1-8 , A:0-1-8,0-1-8 , :0-1-8,Edgej, [AA:0-3-4,Edge LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L%d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TIC 0.86 Vert(LL) -0.46 U-V >530 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.00 BC 0.92 Vert(TL) -0.79 U-V >309 240 BCLL 0.0 Rep Stress Incr NO WB 0.57 Horz(TL) -0.01 Q n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight: 117 lb LUMBER WEBS LOAD CASE(S) TOP CHORD 4 X 2 SYP No.2ND A -AA = 0/1797 N-Q = -140/0 Standard BOT CHORD 4 X 2 SYP No.1 'Except' D-AA =-1509/0 D-Z = 0/1159 Floor: Lumber Increase=1.00, Plate Increase=1.00 B3 4 X 2 SYP No.2ND, B2 4 X 2 SYP DSS E-Z =-1118/0 E-X = 0/661 1) Uniform Loads (pH) WEBS 4 X 2 SYP No.3 F-X = -636/0 F-W=-108/640 Vert P-AB=10, A-O=l10 G-W = -256/4 M-Q =-1865/0 Concentrated Loads (lb) BRACING M-R = 0/1432 L-R =-1397/0 Vert:O=350(F) TOP CHORD L-T = 0/966 K-T = -932/0 Structural wood sheathing directly applied or 4-2-13 oc K-U = 0/507 I-U = -46010 PROVIDE 2X12 SYP No.2 SCABS pudins, except end verticals. I-V =-311/440 H-V =-182/80 NAILED TO BOTH FACES OF TRUSS BOT CHORD O-Q = -56110 W/10d NAILS @ 3" o.c. TYP.& 4 NAILS Rigid ceiling directly applied or 10-0-0 oc bracing. ON EACH WEB NOTES (11-12) (CENTER SCAB ABOUT DAMAGE) REACTIONS (lb/size) 1) Unbalanced floor live loads have been considered for A = 1193/0-3-0 Q this design. JACK TRUSS UP TO A LEVEL POSITION. = 171910-3-8 2) Attach ribbon block to truss with 3-10d nails applied to PROVIDE TEMPORARY SUPPORT @ JT.T, U, & V Max Grav flat face. DURING REPAIR. A = 1208(load case 2) 3) This truss requires plate inspection per the Tooth Q = 1719(load case 1) Count Method when this truss is chosen for quality - assurance inspection. FORCES (lb) - Maximum Compression/Maximum Tension 4) Plates checked for a plus or minus 0 degree rotation TOP CHORD about its center. A -AB = 0/5 P-AC = -5/0 5) "Fix heels only" Member end fixity model was used in AC -AD = -5/0 O-AD = -5/0 the analysis and design of this truss. A-B =-1419/0 B-C =-1384/0 6) Recommend 2x6 strongbacks, on edge, spaced at C-D =-1428/0 D-E =-3489/0 10-0-0 oc and fastened to each truss with 3-16d nails. E-F =-4833/0 F-G =-5565/0 Strongbacks to be attached to walls at their outer ends or G-H =-50 H-I =-5/0 restrained by other means. I-J =-52021202/0 J-K =-5202202/0 7) Gap between inside of top chord bearing and first K-L =-4147/0 L-M =-2397/0 diagonal or vertical web shall not exceed 0.500in. M-N = 0/399 N-O = 0/,398 8) CAUTION, Do not erect truss backwards. BOT CHORD 9) Hanger(s) or other connection device(s) shall be AA -AB = 0/0 Z-AA = 0/2613 provided sufficient to support concentrated load(s) 350 lb Y-Z = 0/4334 X-Y = 0/4334 W-X down at 21-8-8 on top chord. The design/selection of Junaidie Budiman, P.E. = 0/5314 V-W = 0/5565 such connection device(s) is the responsibility of others. U-V = 0/5528 T-U = 0/4835 10) In the LOAD CASE(S) section, loads applied to the Florida P.E. No. 45161 S-T = 0/3434 R-S = 0/3434 face of the truss are noted as front (F) or back (B). 8850 Trussway Boulevard Q R = 0/1331 P-Q = 0/0 Orlando, FL 32824 WEBS B-AA = -145/0 December 8,2006 ® WARMNG - 9'eft design parameters and READ NOTES ON THIS AND INCLUDED XI7ZK REFERENCE PAGE AM 7473 BEFORE USE. Design valid for use only with M7ek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters 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 responsibillily 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 ANSI/TPII Quality Crfleda, DSB-89 and BCSII BuOdtng Component Salsify Information available from Truss Plate Institute, 583 D'Onofrio Drive, A4ad'eon, WI 53719. Engineering Department 9411 Alcom St Houston, TX 77093 (713) 6916900 TRUSUff 8850 Trussway Blvd. Orlando, FL 32824 4`1111100- (407) 857 2777 Truss Truss Type Qty Ply LE3161 - Lennar Orlando - CAYENNE Pr R10288 ROB REG 1 1 Job Reference (optional) Trussvray, Ltd., Orlando, Ft 6.200 a Jul 13 2005 Mi-rek Industries, Inc. Fri Dec 08 09:54:05 2006 Page 1 11:9:0 7-2-13 13-9-0 20-M 26-3-0 32-93 40-04) 41-0-0 1-0-0 7-2-13 6$2 6-3-0 6-3-0 66-2 7-2-13 1-0-0 Scale = 1:70.2 6x6 = F 6.00 12 CRACK -0 2ri 3x5 3x5 ET G 2x4 3x6 I 2x4 \\ / i US CDW W2 W2 3 HI Q j R 4 W B J K �A I� 5x5 = p O N M L 5x5 = 3x5 = 3x6 = 4xg = US = 3x5 = 9-4-10 20-M 30-76 40.0-0 9-4-10 10-76 10-7-6 9-4-10 Plate Offsets X,Y : B:0-2-8,0-0-2 , J:0-2-8,0-0-2 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.80 Vert(LL) -0.25 L-N >999 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 1.10 Vert(TL) -0.75 L-N >634 180 BCLL 0.0 Rep Stress Incr YES WB 0.78 Horz(TL) 0.19 J n/a n/a BCDL 10.0 Code FBC2004/TP12002 (Matrix) Weight: 206 lb LUMBER BOT CHORD LOAD CASE(S) TOP CHORD 2 X 4 SYP No.2ND M-N = -421/2071 L-M = -421/2071 Standard BOT CHORD 2 X 4 SYP No.2ND J-L =-632/2587 WEBS 2 X 4 SYP No.3 WEBS PROVIDE 2X4 SYP No.2 SCABS C-P =-360/275 E-P =-172/626 NAILED TO BOTH FACES OF TRUSS BRACING E-N =-728/368 F-N = -435/1286 W/10d NAILS @ 2" D.C. TYP. TOP CHORD G-N =-728/368 G-L =-172/626 (CENTER SCAB ABOUT DAMAGE) Structural wood sheathing directly applied or 2-2-0 oc I-L =-360/275 pudins. BOT CHORD NOTES (7-8) Rigid ceiling directly applied. 1) Unbalanced roof live loads have been considered for JACK TRUSS UP TO A LEVEL POSITION. WEBS this design. PROVIDE TEMPORARY SUPPORT @ JT.P & N 1 Row at midpt E-N, G-N 2) Wind: ASCE 7-02; 120mph (3-second gust); h=22ft; DURING REPAIR. TCDL=5.Opsf; BCDL=5.Opsf; Category 11; Exp B; REACTIONS (lb/size) enclosed; MWFRS gable end zone and C-C Interior(1) B = 1657/0-3-8 zone; cantilever left and right exposed ; Lumber FIELD REPAIR J = 1657/0-3-8 DOL=1.33 plate grip DOL=1.33. This truss is designed DETAIL. Max Horz for C-C for members and forces, and for MWFRS for B = 168(load case 5) reactions specked. Max Uplift 3) This truss has been designed for a 10.0 psf bottom B =-527(load case 6) J =-527(load case 7) chord live load nonconcurrent with any other live loads. 4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality /— FORCES (lb) - Maximum Compression/Maximum Tension assurance inspection. TOP CHORD 5) Provide mechanical connection (by others) of truss to A-B = 0/26 B-Q =-2996/849 bearing plate capable of withstanding 527 lb uplift atjoint C-Q =-2822/865 C-D =-2774/844 B and 527lb uplift at joint J. JUnaidie Budlman, P.E. D-E =-2762/874 E-F =-1873/677 6) "Fix heels only" Member end fixity model was used in Florida P.E. No. 45161 F-G =-1873/677 G-H =-2762/874 H-1 the analysis and design of this truss. $$50 TfU$SWa Boulevard y =-2774/844 I-R =-2822/865 7) NOTE: Refer to yellow bracing and/or T-1 sheet for J-R =-2996/849 J-K = 0/26 more information. Orlando, FL 32824 BOT CHORD 8) NOTE: The seal on this drawing indicates acceptance B-P =-632/2587 O-P =-421/2071 of professional engineering responsibility solely for the N-O =-421/2071 truss component design shown. December 8,2006 ® WARMI W - Vert& design Parameters and READ Mons ON TB7S MD DVCWDED 11DTEB REFEREATZ PAGE MU 74" BEFORE USE. - Engineering Department Design valid for use only with MTek connectors. This design is based only upon parameters shown, and is for an individual building component. 9411 Atcom St. Applicability of design paramenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown Houston, TX 77093 is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsbillity of the (713) 6916900 Y erecfor. Additional permanent bracing of the overall structure is the respomibili of the building designer. For general guidance r Orlando, do, FLTruss32824 y Blvd. fabrication, quality control, storage, delivery, W g g 9 9 regarding Orlando, 2 77 ete erection and bracing, Drive, ANSI, WI Quality Criteria, DSB-89 and BCSII BuOding Component (407) 857 2777 Safely Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719. CITY OF SANFORD PERMIT APPLICATION Permit #: o q N Date: Job Address: , S0� T)e I u- Description of Work: GE2G"t2a ra Q — 6LLu�) C Total Square Footage Historic District: Zoning: Value of Work: Permit Type: Building Electrical _ Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS ,, 00 Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cate. 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 Construction Type: --- # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required) Owners Name & Address: Contractor Name & Address: Phone & Fax:�� Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer- Address. teo lgoc -/-�s Phone: c� St'atte License Number. 6-WOOR 7 -1 °--- Person: y\ T1 ry // Phone: W? 1J2 3 037 Phone: Fax: _ Application is hereby made to obtain a permit to do the work and installations as indicated 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be perforated to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of "county, and there maybe additional permits required from other governmental entities such water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirembtt , Florida Lien w, FS 713. Signature ofOwncr/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is _ Personalty Known to Me or Produced ID APPROVALS: ZONING: UTIL: Special Conditions: Rev 03f2006 Stgnaq re of Contractor/Agent Date Print Contractor! is Name Ctt�%�pn� &LAnd /I • - 6 Signature of tate of Florida Date ContractodAgent is ZPcrsonally Known to Me or Produced ID FD: ENG: BLDG: how N4,,, Carolyn J Merritt . My Commission DD370586 ''w Expires ,ianuary 07 2009 A, • POWER OF ATTORNEY Date: November 27 2006 I hereby name an appoint Of Optimal Elec Kimberly Kmett to be my lawful attorney In fact to act for me and apply to the City of Sanford Bldg Dept for a electrical permit For work to be performed at a location described as: Section Township Range Lot _64_ Block Subdivision 504 Bella Rosa @ Celery Estates Lennar Homes 101 Southhall Lane Ste. 405 Maitland FL (Owner of Property and Address) And sign my name and do all things necessary to this appointment. Floyd D Smothers EC0002772 Type or Print name of Register of Certified Contractor and Contractor's License Number t� The foregoing instrument was acknowledged before me this a1 day ofdo s, of 20 b to By f(614 S mo flee ILS '. is personally known tome/who produced As identification and who did not take oath. State of Florida County of Sett % ; wtc ( ct ell Notary Public Carolyn Merritt �40,*K Carolyn J Merritt K My Commission DD370586 o►�° Expires January 07 2009 2499 OLD LAKE MARY ROAD, STE. 116, SANFORD FL 32771 PH: (407) 323-0377 FAX: (407) 323.3766 EMAIL: optimalhtgandair@bellsouth.net EC0002772 CAC043970 Permit # : U r Fob Address:'�S &%/'1 CITY OF SANFORD PERMIT .APPLICATION Date: t 13 D w Description of Work: �(f ,rV) AJ� (,0 otai Square Footage Historic District: Zoning: Value of Work: S iUVfrl Permit Type: Building Electrical - Mechanical Plumbing Fire Sprinkler/Alarm _ Pool Electrical: New Service -'## of AMPS Addition/Alteration Change of Service Temporary Pole %lechanical: Residential Non -Residential Replacement New (Duct Layout &EnergyCalc. Required) Plumbing/ New Commercial # of Fixtures f# of Water &,. Sewer Lines It of Gas Lines Plumbing/New Residential: tt of Water Closets•, Plumbing Repair -Residential or Comritercial C)ccupancy Type: Residential Commercial Industrial Construction Type: E# of Stories: !# of Dwelling Units: Flood Zone: (FEhIA form required ) owners Name & Address: Phone Name 'hone & Fax 3onding Company: _ \ddress: Aortgage finder. \ddress: \rchitect/Engineer- \ddress: ress: cJ 2 � � S� tatee LicenseZtD13�?� Contact Person 30-C' — Phone: 407^J 29-- 1 G' Phone: Fax \pplication 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 ssuance of,a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand,that a separate, lermit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and UR CONDITIONERS, etc. )WNER'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 onstruction and zoning WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING :'WICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN MORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. 40TICE: 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 his county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. \cceptance of permit is verification that I will notify the owner of the property of t e re uirements of Florida Lin La -S_I-13,.- � Signature of Owner/Agent Date Signature ofContract r/Agent `\001111Pj// r Ct � � L Print Owner/Agents Name Print Contractor/Ag nt's Name -N ,YL t� Signature of Notary -State of Florida Date Signature of Notary -State of F=4Z ..=y ,r a $- T �ej.. G SjJh `€ r Owner/Agent is Personally Known to Me or ContractorlAgent is per"Wally _ Produced ID � Produced iuk LPPROVALS: ZONING: UTIL: FD: ENG- BLDG. peciai Conditions: :ev 0312006 0 b 2.0 STATEMENT NUMBER 106-75174 BUILDING PERMIT (1 B i R UNIT ADDRESS: tt . TRAFFIC ZONE: SEC: TW SUBDIVISION: PLAT BOOK: OWNER NAME: ADDRESS- 1 APPLICANT NAMME ADDRESS: W'. l ti: Jt COUNTY OF SEMINOLE IMPACT FEE STATEMENT ISSUED BY CITY OF SANFORD DATE: /C� / f` �!` :µ (CI,T,Y) COUNTY NUMBER: JURISDICTION: 06 RNG: t PARCEL: TRACT: BLOCK : LOT : � BOOK PAGE: LAND USE CATEGORY: 001 - Single Family Detached House TYPE USE: Residential WORK DESCRIPTION: Single Family House: Detached - Construction FEE BENEFIT RATE FEE UNIT RATE PER # & TYPE TOTAL DUE TYPE DIST SCHEDULE DESC, UNIT OF UNITS ROADS ,� .....�.. ...�. -ARTERIALS CO --WIDE 0 dwl unit t 705.00 1 � 705.00 ROADS -COLLECTORS NORTH 0 dwl unit $ 000.00 1 $ 000.00 LIBRARY CO -WIDE 0 dwl unit: S 54.00 1 9 54 .00 SCHOOLS CO -WIDE 0 dwl unit $1,384.00 1 $ 1,384.00 AMOUNT :SUE 2,143.00 i STATEMENT � t RECEIVED BY : t 1. I tSIGNATURE- (PLEASE PRINT N` E) DATE - NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. **** DISTRIBUTION: 1-COUNTY 3-CITY 2-APPLICANT 4-COUNTY **NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF :FEES WHICH ARE DUE AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATIONS OF THE ROAD, LIBRARY SYSTEM AND/OR EDUCATIONAL (SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD, FLORIDA 32771; (407) 665-7474. PAYMENT SHOULD BE MADE TO: CITY OF SANFORD BUILDING DEPARTMENT 300 NORTH PARK AVENUE SANFORD. FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE STATEMENT NUMBER AND CITY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THE NOTICE. ***THIS STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF A*** *******************SINGLE FAMILY BUILDING PERMIT*************"***** III➢I II III If 1111111111111111 I➢111111111111111 If 11111111111111 fill MARYANNE MORSE, CLERK OF CIRCUIT COM' SEMINOLE CM4TY BK 06449 Pg 1515; Opg? RECORDED 10/18/2006 10t57106 AM 14ECURDING FEES 10,c�1 RECORDED BY t hoiden CERTIFIED OOPV NARYA74,11 E Il oR CIERK OF11 COURT SEMINOLE LORIDA NOTICE OF COMMENCEMENT N OCT 1 M d State of Florida ACounty of Seminole p The undersigned hereby informs all concerned that improvements will be made to certain real property, and in w accordance with section 713.13 of the Florida Statues, the following information is stated in this NOTICE OF COMMENCEMENT. ZLegal description of property (include Street Address, if available) LOT # 6, Celery Avenue Estates, PHASE I d ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK # 71 PAGES #38-45 OF THE a � ' PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA, AKA_�l�c/f4 1t SRCf I? SANFORD FL 32771 d _ ,.� } eneral Description Of Improvements: SINGLE FAMILY DETACHED k — Owner LENNAR HOMES, INC. �t Address 101 SOUTHHALL LANE STE 450 MAITLAND, FLORIDA 32751 Owner's interest in site of the improvement OWNER/DEVELOPER a Fee Simple Titleholder (if other than owner) a Name SAME AS ABOVE d x Address SAME AS ABOVE x Contractor SAME AS ABOVE O Address 0 '~ Surety (if any) N/A zAddress W Any person making a loan for the construction of the improvements. p Name N/A x a Address d Amount of bond $ z Person within the State of Florida designated by owner upon whom notices or other documents maybe served: z a Name LENNAR HOMES, INC. Address 101 SOUTHHALL LANE STE 450 MAITLAND, FLORIDA 32751 W --- - A In addition to himself, owner designates die following person to receive a copy of the Lienor's Notice as A W provided in Section 713.13 (1) (h), Florida Statutes. (Fill in at Owner's option). Name Address THIS SPACE FOR RECORDER'S USE ONLY William Graham - Division President Lennar Homes, Inc. Sworn to and subscribed before me this Z a y Of A &— , Notary Public Personal Knowledge o�pRY PUg� EDWARD L DEAN, JR. MY COMMISSION I DD 550907 EXPIRES: May 10, 2010 �r�rEOF f.�Cw Bonded Thru Budget Notary Servkae CITY OF SANFORD PERMIT APPLICATION Permit # r O Date: -/1 SO Job Address: .JIJy / At - Description of Work-Itw Single Family Residence Historic District: bn Zoning: Value of Work: $ /y(l (-�& IJu4 ® ' c® Permit Type: Building X— Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Piumbing/LYew Residential # of Water Closets Plumbing Repair - Residential or C.qwnercial Occupancy,,Type: Residential X Commercial Industrial Total Square Footage: Constructiou.Type: # of Stories: # of Dwelling Units: Flood Zone: ---)Z1(FEMA form required for other than X) Parcel v ! (Attach Proof of Ownership & Legal Description) IF Owners- Name &Address: Lenna(Homes 101 Southhall Lane Ste 456 Maitland, FL 32751 _._ _ Phone:407.682.7266 Contractor Name & AddressNichael J. O'Neillil01 Southhall Lane Ste 450 Maitland, FL 32751 State License Number: CRC05 7820 40 7.682.7266/40 7.682.6349 Phone &--sFa{_. Contact Person:- Phone: Bonding Coiapany: N/A Address: Mortgage_Lender: N/A Address: Architect/Engineer: Lindeman-Bentzon Engineering CO Phone: 352.242.0100 Address: 731 E. Highway 50 Clermont, Florida Fax. 352.242,0302 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 I 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 thispennit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. I Acceptance of pr t is v ratio at I will notify the owner of the perty of the Signature of0 er/Agent Date N ztz N I a Willi Graham P1 i t er/ is N e CD W � 2 C.)¢ O St of Notary State o da Date uirements Florida Lien Law S 713. o o Z o of A t Date odrz Micha J. eill = o m ti � u- e Pri to Agent's � Cn x JJ_ a LE Q U d i Stgnatunc Notary -State o orida ate Y• X :. tr' r LU } 1�0, Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID _ Produced ID �b *APPLICATION APPROVED BY: Bldg Zoning r tilities: 8 Z� FD: (Initial k Date) itial & D ) (Initial & Date) (Initial & Date) q�.z jpt7 City of Sanford . . . . . . . . . . . . . . . Application for Engineering Permit "The Friendly City" This permit shall authorize work to be done in the City of Sanford based on the approved construction plans and the information provided below: X i Check One: 0 Right -of -Way Utilization El Driveway THIS APPLICATION IS SUBMITTED BY: PROPERTY 0Wl%JER(S)1tkPF!LICANj: Applicant.Nam,5(Len.nar Homes ;(. 3 Firrn: Address.)101 Sou - t - hhal - Fa 1--Lane Ste450LWaitland, Florida 32751 x: Phone: 407i��2.7266 7 (407) 682.4396 Date: 1. PROJECT LOCATION OR ADDRESS: 2. TITLE OF APPROVED VELOPMPWPLANS APPROVAL DATE: ;Z66 .4 3. SCHEDULE OF WORK: FROM TO EMERGENCY REPAIRS Ej 4. PROPOSED ACTIVITY. Bore and lack IXI Driveway Installation ❑ Aerial Installation El Underground Utilities ❑ El Open Cutting of Roadway F.—I Sidewalk Installation ❑ Other 5. SPECIFIC DESCRIPTION: Driveway Installation For A Single Family Home 6. EXCAVATION INFORMATION:' Total Length — (Feet) Number of Open Roadway Cuts 7. AERIAL INFORMATION: Length (Feet) Number of Poles ---- (Existing) (New) IT IS UNDERSTOOD AND AGREED THAT THE RIGHTS AND PRIVILEGES HEREIN SET OUT ARE GRANTED ONLY TO THE EXTENT OF THE CITY OF SANFORD'S JURISDICTION AND THE RIGHT, TITLE, OR INTEREST IN THE LAND TO BE ENTERED AND USED BY THE PERMITTEE. THE PERMITTEE SHALL AT ALL TIMES ASSURE ALL RISKS OF AND INDEMNIFY, DEFEND, SAVE HARMLESS THE CITY OF SANFORD FROM AND AGAINST ALL LOSS, COST, DAMAGE, OR EXPENSE ARISING IN ANY MANNER ON ACCOUNT OF THE PERMIT REQUEST BY SAID PERMITTEE OF THE AFORESAID RIGHTS AND PRIVILEGES. IN THE EVENT THAT ANY FUTURE CONSTRUCTION OF ROADWAYS, UTILITIES, STORMWATER FACILITIES, OR ANY GENERAL MAINTENANCE ACTIVITIES BY THE CITY BECOMES IN CONFLICT WITH THE ABOVE PERMITTED ACTIVITY, THE PERMITTEE SHALL REMOVE AND/OR RELOCATE AS NECESSARY AT NO COST TO THE CITY OF SANFORD, INSOFAR AS SUCH FACILITIES ARE IN THE PUBLIC RIGHT-OF-WAY. CALL THE PBLIC PT. -5681 TO SCHEDULE A PRE -POUR INSPECTION • BEF U IG CALL SUNSHINE 1-800-432-4770 Applicant Signat _6 Date: LEWN1�1I2.., Oua(ily. ✓nfue. mtegriry."1 City Manager' City of Sanford 300 N. Park Avenue Sanford, FL 32771 RE: ESTOPPEL LETTER (Name of Proj ect) CeleryEstates (Permit Application Number) This ESTOPPEL LETTER is provided to the City of Sanford for reliance upon by the City of Sanford and as the basis for issuance of Permit No. for the following work: Construction of new single family residences k name or Ine owner), nerematter referred to as the "Owner," recognizes that issuance of Permit No. will be made with numerous limitations as more particularly set forth herein. The Owner recognizes that this approval does not exempt us from complying with any applicable building codes, land development regulations, Comprehensive Plan requirements, or exempt our site or buildings) from any applicable development regulations. By issuing Permit No. , the City does not guarantee approval of any other development orders or development permits. The Owner acknowledges and agrees that no Certificate of Occupancy will be issued by the City for the Celery Estates North until all required land development approvals have been obtained and all -required improvements have been installed, inspected and authorized for use by the City. The Owner hereby grants the City the right to deny use of the Celery Estates North. for occupancy until all of the above referenced project is in compliance with all applicable development regulations. The Owner hereby agrees to indemnify and hold the City and its officers, employees and agents harmless for any and all losses, damage, injuries and claims in any way relating, directly or indirectly, to the permitting or construction of the above referenced project or the issuance of Permit No. The Owner also agrees to the following as additional conditions for Permit No. Lennar Homes Orlando • 101 Southhall Lane, Suite 450, Maitland, Florida 32751 1� Telephone: 407-682-7266 • Fax: 407-682-4396 • CGC# 057320 • www.lennar.com DATE Page 2 The Owner hereby agrees to disclose the contents of this document to any and all of our successors in interest, contractors, subcontractors and agents. The undersigned further warrants that he or she is authorized to bind the Owner and has been duly authorized to sign this document_ WITNB Signature Alice Hardway Printed/Typed Name a e Alyce Rittenhouse Printed/Typed Name STATE OF FLORIDA ) COUNTY OF SEMINOLE ) (OWNER) Sign e William Graham Printed/Typed Name Division President Title The foregoing instrument was acknowledged before me this 3rd day of June 2006 by William Graham as Division President for Lennar Homes Kwho is personally known to me or o who produced their Florida Driver's License as identification. FASHA_EN G\Dept_forms\Estoppel lener.doc Notary Public, State of Florid Print Name: L L 6 My Commission Expires: EDWARD L DEAN, JR # * MY COMMISSION # DD 550907 EXPIRES: May 10, 2010 �'''Fa Fi��O' Bonded Thru Budget Notary Services MEMORANDUM City of Sanford Department of Planning & Development Services P.O. Box 1788 Sanford, F132772-1778 Telephone (407) 330-5673 Fax: (407) 330-5679 To: A a �,P6/I/ /Ol .<, .Ma.l / l.00nt From: Department of Planning and Development Services Date: 7 / /J / 0 L The building permit application for reviewed denied approval because: (Project Address) the proposed use is not allowed in this zoning district; the required minimum open space is not met; the required setbacks have not been met; the proposed use / reuse requires a conditional use approval the proposed use is not allowed in the front / side yard has been P/ ez--4 --e' A f P 'p/ "L parking does not meet the minimum requirements ° r- e c� other mc40 e4f /j/e COMMENTS: ��fi GO r•.+ &/p fio ,�®.®� G e 8 No �e.� iTs e.�.�r'i / Safe /^'�•�re✓s» on hold for more information, please submit the following: a legal boundary survey showing all setbacks and dimensions of the proposed structure; a driveway permit application with survey showing proposed driveway location; drainage information, swales, elevations, etc. for lot grading purposes; waiting on resolution of an enforcement action or payment of liens placed on property; other Due to space limitations, this permit will be discarded 30 days from the date of this memo if the reason for denial is not corrected or the required information is not provided. (If more than 30 days is needed to accomplish this, please contact the person noted below) For more ormation about above denial or hold please contact Larry Robertson 407-330-5669 ROBER'l:'SL(cJ,ci.sanford.fl.us D-vc Richards 407-330--5652 KIC,IIAKpl1(r ci,sant4r ,fl us Eileen Hinson 407-330-5642 I1.INSONELi)ci.sanford.fl_us Leo Cruz 407-302-9406 CRUZL(a),ci.sanf6rd.fl.us F:\USERS\K'GRERTSLUdg permit memos\MEMORANDUM form.doc CITY OF SANFORD P.O. BOX 2847 SANFORO,FL32772-2847 1a (407)330-5640 FAX:(407) 328-7367 APPLICATION FOR WATER AND/OR SEWER AVAILABILITY 1. APPLICANT Lennar Homes Same NAME: — - (Applicant) (Owner) ADDRESS: 101 Southhall Lane Ste 450 Maitland FL TELEPHONE: 407682.7266 2. PROPERTY STREET ADDRESS: LEGAL DESCRIPTIO Has the site plan been approved by the Planning Board ? If yes, when? o� 3. PROPOSED DEVELOPMENT New Single Family Residence What is the property to be used for. (Type of Use) If commercial use, please give information on water and sewer flow requirements: (FLOW/G.P.D.) 4. CERTIFICATION I certify that to the best of my knowledge that all informatioq,7u 3f ligd vAt!),OiVpplication is true. Michael J. O'Neill _ (Print Name) (Sip'nofure) FOR CITY USE ONLY: AVAILABILITY: YES NO YES NO YES NO WATER RECLAIM SEWER COSTITEMS: YES NO YES NO YES NO WATER LINE TAP RECLAIM LINE TAP SEWER LINE TAP WATER LINE ROAD BORE RECLAIM LINE ROAD BORE SEWER LINE ROAD BORE STREET CUT STREET CUT STREET CUT WATER LINE DEPTH RECLAIM LINE DEPTH SEWER LINE DEPTH (UTILITIES OPERATIONS COORDINATOR) ADDITIONAL INFORMATION: (UTILITY DIRECTOR) (DATE) (DATE) Owner's Affidavit I, William Graham — Division President of Lennar Homes do hereby stipulate that_I understand and agree with the following restrictions and requirements associated with the issuance of a model home building permit which the request and accompanying documents are made part, of this statement. I. We shall utilize prelimary.'fi innal plat with the Proposed street name which has been approved by a Zoning Division for the issuance of a permanent street. address and agree to pay:the appropriate fees as required for the issuance of said address. 2. We certify to thi Seminole <<ounty Zoning Division that the applicant is the sole owner of all property contiguous to and fronting on the street in the preliminary final plat. 3. A scaled site plan, throe(3) of which we have provided, illustrates that there are no other property owners other than the applicant that are affected by the change. 4. We acknowledge any permitting is at the risk. and expense of the applicant/developer.-if changes are made with the respect to the Baal recorded plat, and that no Certificate of Occupancy will be issued untl am amended building permit is Purchased, providing a permanent address, with the appropriate fee required. S. We acknowledge that no Certificate of Occupancyshall be issued:until a Certi-teate of Completion is issued for the subdivision; and all construction and _permitting is at the risk and expense of the applicantJdeveloper. William Graham — Division President Date STAVE OF FLORIDA Sworn to and subscribed before me this —day off ,20 tO by William Graham Who is ersonally known 10 me OR O produced as identification. e: ,,• : �� gLICEF * wCOMIrilSSfOHN SWAY XPi ' aD 174113 r�Forr ~ A;,, r sAFA:iCUary >>.2007 "?9�lN9t yser*es N A R Quo(ity:.Value: lnmgrity.. City Of Sanford Sanford, FL Good Day: This letter will serve as authorization to allow Michelle Berger, Alice Hardway, Edward Dean and Angelo Santiago to obtain permits on behalf of Lennar Homes. Community: Celery Estates S2O/T19/R3O Lot: The qualifying agent is Michael J. O'Neill and his license is CRC057820 Thank you for your cooperation. Very Truly Yours, Michae .O'Neill SWORN TO AND SUBSCRIBED before me this ( day of✓" , 2004I at Altamonte Springs, FL This person known to me by Personal Knowledge. (Notary Public) o`par °tB< ALICE F. HARDWAY *A,". * MY COMMISSION # DD 174113 EXPIRES: February 1, 2007 OovBonded Thru Budget Notary Services Lennar Homes Orlando • 101 Southhall Lane, Suite 450, Maitland, Florida 32751 ■ Telephone: 407-682-7266 • Fax: 407-682-4396 • CGC# 057320 • www.lennarcom l ENGINEERING SCIENCES Consultants In: Geotechnical Engineering ® Building Inspections Environmental Sciences ® Construction Services 3532 Maggie Blvd. ® Orlando, FL 32811 a (407) 423-0504 Fax: (407) 581-0313 a tshank(@uesorl.com Web: www.uesorl.com 000000 OF T ° HOXTVZ°0L Lennar Orlando,LLC TO: DATE: June 28, 2006 ORDER NO.: N/A 101 Southhall Lane Ste Lot 64 Attention: Michael J. O'neill 450 Maitland, FL 32751 Re: Celery state North, Sanford, FL WE ARE SENDING YOU M Attached ❑ Under separate cover via ❑ Shop drawings ❑ Prints ❑ Copy of letter ❑ Change order the following items: ❑ Plans ❑ Samples ❑ Specifications * Other COPIES DATE NO. DESCRIPTION 3 6/28/06 Copies Plan review items delivered on 03/02/06 3 6/28/06 Copies Plan Compliance Affidavit 3 6/28/06 Copies Notice to Building Official of Use of Private Provider 3 6/28106 Copies Private Provider Plan Review Service Agreement 3 6/28/06 Copies Resume Of Reviewer (Ken Derrick) 3 6128/06 Copies Resume Of Reviewer (Dan Canellas) 3 6128/06 Copies Insurance Certificate for Lennar Home 3 6/28/06 Copies Insurance Certificate for City of Sanford THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit • For your use ❑ Approved as noted ❑ Submit ❑ As requested ❑ Returned for corrections ❑ Return ❑ For review and comment ❑ ❑ FOR BIDS DUE REMARKS copies for approval copies for distribution corrected prints ❑ PRINTS RETURNED AFTER LOAN TO US Please find attached the requested documents. Please let me know if any more information is needed. COPY TO: File Delivered by: Docs. No. 489208 SIGNED: If enclosures are not as noted, kindly notify us at once. UNIVERSAL ENGINEERING SCIENCE, INC. 3532 Maggie Boulevard Orlando, FL 32811 Phone: 407-423-0504 Fax: 407-423-3106 Private Provider Plan Compliance Affidavit Private Provider Firm: Universal Engineering Sciences, Inc. Private Provider: R. Kenneth Derick, P.E. Address: 3532 Maggie Boulevard Orlando, Florida 32811 Phone: (407) 423-0504 Email derickk(o)_uesorl.com Fax: (407) 581-0313 I hereby certify that to the best of my knowledge and belief the plans submitted were reviewed for and are in compliance with the Florida Building Code and all local amendments to the 2004 Florida Building Code by the following affiant, who is duly authorized to perform plans review pursuant to Section 553.791, Florida Statute and hold the appropriate license or certificate: Name: Celery State Nroth, Sandford, FL. A000, A101, A102, A103, A104, A201, A202, A203, A3 , 101, E102, M101, M102, S101, S201, S202, S301, S302, S401, S402, S6011 602 Florida License/Registration/Certification #(s) and des c ip n: R. Kenneth Derick, P.E. — 37711 Signature of Reviewer: I SWORN AND SUBSCRIBED before me by R. Kenneth Derick Being ersonally known to me — "v or having produc And who being fully sworn and cautioned, t e oregoing is true co the best of his/her knowledge or belief. Signature of Notary Printed Name Notary Public: NOTARY STAMP BELOW My commission expires: Doc No. 489212 otil— Y xUa— TIFFANY R. S LANK MY COMMISSION # DD 431149 1Fc Ma 19 2009 Bcnded Thru Notary Publlc Underv+ricers state u: UNIVERSAL ENGINEERING SCIENCE, INC. 3532 Maggie Boulevard Orlando, FL 32811 Phone: 407-423-0504 Fax: 407-423-3106 Notice to Building Official of Use of Private Provider Project Name: Celery State North, Sanford, FL. Parcel Tax I. D.: Services to be Provided: Plans Review X Inspections x Note: If the notice applies to either private plan review or private inspection services the Building Official may require, at his or her discretion, the private provider be used for both services pursuant to Section 553.791(2) Florida Statute. I Lennar Home Orlando, LLC the fee owner, affirm I have entered into a contract with the Private Provider Indicated below to conduct the services indicated above. Private Provider Firm: Universal Engineering Sciences, Inc. Private Provider: R. Kenneth Derick, P.E. Senior Vice President Address: 3532 Maggie Boulevard, Orlando, Florida 32811 Telephone: 407-423-0504 E-mail Address (Optional): deric uesorl.com Fax: 407-423-3106 Florida License, Registration or Certificate No.: Professional Engineer Florida License No. 37711 I have elected to use one or more private providers to provide building code plans review and/or inspection services on the building that is the subject of the enclosed permit application, as authorized by S.553.791, Florida Statutes. I understand that the local building official may not review the plans submitted or perform the required building inspections to determine compliance with the applicable codes, except to the extent specified in said law. Instead, plans review and/or required building inspections will be performed by licensed or certified personnel identified in the application. The law requires minimum insurance requirements for such personnel, but I understand that I may require more insurance to protect my interests. By executing this form, I acknowledge that I have made inquiry regarding the competence of the licensed or certified personnel and the level of their insurance and am satisfied that my interests are adequately protected. I agree to indemnify, defend, and hold harmless the local government, the local building official, and their building code enforcement personnel from any and all claims arising from my use of these licensed or certified personnel to perform building code inspection services with respect to the building that is the subject of the enclosed permit application. I understand the Building Official retains authority to review plans, make required inspections, and enforce the applicable codes within his or her charge pursuant to the standards established by S.553.791, Florida Statutes. If I make any changes to the listed private providers or the services to be provided by those private providers, I shall, within 1 business day after any change, update this notice to reflect such changes. The building plans review and/or inspection services provided by the private provider is limited to building code compliance and does not include review for fire code, land use environmental, or other codes. Page 1 of 2 Pages The following attachments are provided as required: 1. Qualification statements and/or resumes of the private provider and all duly authorized representatives 2. Proof of insurance for professional and comprehensive liability in the amount of $1 million per occurrence relating to all services performed as a private provider, including tail coverage for a minimum of 5 years subsequent to the performance of building code inspection services. Individual signature Print Name: Address: - Telephone No.: Corporation Lennar Home Orlando, LLC Print Corporation Name Partnership Print Partnership Name By: By: signature (signature) Print Name: Its: Address: Telephone No.: Please use appropriate notary block. STATE OF COUNTY OF Individual Before me, this day of , 20_, personally appeared who executed the foregoing instrument, and acknowledged before me that same was executed for the purposes therein expressed. Corporation Before me, this day of 20_, personally appeared of Corporation, on behalf of the state corporation who executed the foregoing instrument, and acknowledged before me that same was executed for the purposes therein expressed. Print Name: Its: Address: Telephone No.: Partnership Before me, this day of , 20_, personally appeared Partner/agent on behalf o A partnership, who executed the foregoing instrument, and acknowledged before me that same was executed for the purposes therein expressed. Personally known or Produced identification Type of identification produced Signature of Notary Notary Public: NOTARY STAMP BELOW My commission expires: Doc No. 489215 Print Name Page 2 of 2 Pages If UNIVERSAL ENGINEERING SCIENCE, INC. 3532 Maggie Boulevard Orlando, FL 32811 Phone: 407-423-0504 Fax: 407-423-3106 Private Provider Plan Review Service Agreement Doc No. 489220 Project: Celery State North, Sanford, FL. Private Provider Firm: Universal Engineering Sciences, Inc. Private Provider Name: R. Kenneth Derick, P.E., Senior Vice President Address: 3532 Maggie Boulevard, Orlando, FL 32811 Phone: (407) 423-0504 Fax: (407) 581-0313 Names, License/Certificate Numbers, and License description of provider and duly authorized agents who will be providing services for this project. Name I License # License Type Dionisio Canellas I PE 49771 Licensed Professional Engineer As a private inspection service provider for this project, I have read and agree to be bound to the provi- sions of State Statute 553.791. 1 further agree and understand that only the above listed personnel may perform inspections on this project and that if for an son the inspection personnel should change, or if any person listed above should d' contin o qu Ity as a duly authorized agent, you will be notify in writing immediately. Signature of Private Provider: 4 Date: 6/28/06 SWORN AND SUBSCRIBED before me by R. Kenneth Derick Bein personally known to me, ` aving pro u and ho being fully sworn and cautioned, state that the foregoing is true and correct to the best of 4�s er knowledge or belief. n SignatOe'of Notary NotaWStam My commission expires: Printed Name TIFFANY R, SHANK MY COMMISSION # DD 431149 =; EXPIRES; May 19, 2009 I of <<•, Bonded Thru Notary Public Underwriters Threshold / Private Providerinspection and Plan Review Construction Materials Testing • Geophysical Services Environmental Sciences • Geotechnical Engineering Biographical Data R. KENNETH DERICK M.S. P.E. Vice President - Geotechnical, Solid Waste and Construction Services Orlando Regional Manager Expertise Geotechnical Engineering, Construction and Environmental Services Academic Background 1975/Georgia Institute of Technology/Bachelor of Science in Civil Engineering 1977/Georgia Institute of Technology/Master of Science in Civil Engineering Registrations 1979/Professional Engineer, Florida, No. 37711; Also: Alabama, Mississippi, Louisiana, Kentucky, Maryland, Georgia, North Carolina, South Carolina, Ohio, Texas, Tennessee, and Virginia. Certifications Nuclear Density Gauge Licensed Certified Structural Masonry Inspector Experience Mr. Derick holds an advanced degree in civil engineering with emphasis on structural and geotechnical engineering. He has over 31 years experience performing and managing engineering work for geotechnical, construction materials testing, building construction inspections, and environmental projects in the eastern, southeastern, and Gulf South regions of the United States. These projects were performed for private developers, local, state and federal governments, and industrial complexes. As Universal Engineering Sciences Corporate Vice President, and Orlando Regional Manager, Mr. Derick is responsible for the performance, staffing and administration of all engineering, solid waste, and construction testing and building inspection projects. In addition to performing building inspection services, geotechnical analysis and foundation recommendations for select projects, he also provides peer review for building inspections, water intrusion studies, condominium conversions, and property condition surveys. Related Projects Building Construction Mr. Derick has been involved with building construction and inspection since 1977. Projects and clients he has served for design, inspection and troubleshooting include: • International Paper Company, Woodlands Division Office, Gurden, Arkansas. This 3,000 square feet office was constructed under Mr. Derick's design and inspection. • Private Residence, Lilburn, Georgia. Mr. Derick was the Engineer of Record responsible for the design and construction of this 6,000 square feet 4-story residential home. • U.S. Homes Corporation, Central Florida. Mr. Derick serves as a senior troubleshooter. for water intrusion, structural and foundation related problems. • Lennar Homes Corporation, Clermont, Florida Division. Mr. Derick serves as a senior troubleshooter. for water intrusion, structural and foundation related problems. "Commuted to Service" Threshold/Private Provider Inspection and Plan Review Construction Materials Testing • Geophysical Services Environmental Sciences • Geotechnical Engineering Biographical Data Residential • Eagle Creek Development.. Mr. Derick is the engineer -of -record for this 1,200 acre golf course community. The project is in an environmentally sensitive area adjacent to Lake Hart. Universal Engineering Sciences, Inc. performed all geotechnical, environmental and hydrogeological modeling(using ModFlow) of the pre- and post - development conditions. • Avalon Development, Orange County, Florida. Mr. Derick has been involved in all phases of the Avalon Development. As project manager, Mr. Derick has provided and reviewed all geotechnical engineering services for the Avalon Development. These services included organizing and coordinating drilling and excavation operations, classifying soil samples, identifying suitable sources of fill material, determining existing and seasonal high groundwater levels, modeling pre- and post -development groundwater table patterns, designing and reviewing under drain placements and performing slope stability analyses. Perico Island Condominiums, Bradenton, Florida. This Arvida condominium project consists of numerous 12-story structures, retention ponds (lakes), and infrastructure development on an island near Bradenton, Florida. Mr. Derick is the engineer -of -record for this project and provided the principal review of all reports, assisted in the design of foundations, and assisted in the environmental assessment of the property. Victoria Park, Deland, Florida. This project is a 2000 acre residential and commercial development being planned and constructed by Arvida, The development is a golf course community and commercial development in an area of Central Florida that spans 'over the Deland fault, a complex hydro geological area. Mr. Derick is the principal consultant on this project reviewing all of the hydrological modeling, which is performed using Visual Modflow. The responsibilities on this project also include geotechnical evaluation of the commercial buildings, pond routing analysis, and road design and upgrading for the increased traffic. Winding Hollow Subdivision, Winter Springs, Florida. Mr. Derick Provided geotechnical engineering services for this 570-acre subdivision. The work included recommendations for pavement design, bridge design, utility design, storm water management systems, and site preparation. Design considerations included relatively high water table conditions and organic soils which required removal. Geogrid Retaining Wall; Atlanta, Georgia. A 40-foot near vertical slope was failing adjacent to a condominium development and large rocks and debris were damaging the residential units. Mr. Derick designed a 20-foot high retaining wall with sloping backfill, using geogrids for the anchorage. There was only fifteen (15) to twenty-five (25) feet of space between the slope and buildings to construct the wall making this project extremely challenging. Country Club of Mount Dora Community Development District, Mount Dora, Florida. Mr. Derick has provided geotechnical engineering services for this community development district. Work scope included recommendations pertaining to pavement design, storm water management systems, utility construction and site preparation. "Committed to Service" 7reshold / Private Provider Inspection and Plan Review Construction Materials Testing • Geophysical Services Environmental Sciences • Geotechnical Engineering Biographical Data • Ventura Subdivision Pavement Evaluation, Orlando, Florida. Evaluated the cause of pavement failures and projected remaining pavement life. Provided recommendations for pavement repair and drainage improvements. • Tunica Housing; Tunica Hills, Louisiana. Housing for prison officials was placed on steep hills along the Red River bluffs. Mr. Derick provided foundation design, site preparation recommendations, and stability analysis for this site. • Residence; Falls Church, Virginia. A major house addition called for construction of a two-story house addition beside a 80 foot slope. Mr. Derick analyzed both the short and long-term properties of the slope soils and provided recommendations for proper construction set -back to preclude loss of property and slope failures which would affect the residence. • Haulten Hall Condominiums, Atlanta, Georgia. Driven piling design, specifications, and pile load testing was furnished for Haulten Hall, a 6-story concrete, multi -residential structure on Pharr Road in Atlanta, Georgia. Construction testing and monitoring was provided during project development, including pile load testing of production piling. • Stoneybrook West Subdivision. Mr. Derick is the engineer -of -record for this 1,500 acre golf course community located at the Orange County / Brevard County line. This development was constructed on an area of high groundwater and wetlands and is a premier development in East Orlando. • Stoneybrook East Subdivision. Mr. Derick is the engineer -of -record for this 1,200 acre golf course / lake front community in West Orange County. Bridges / Roadways • 1993 FDOT Construction Material Inspection and Testing Contract, District 5, Mr. Derick served in the capacity of Project Quality Assurance Manager responsible for ensuring laboratory testing was performed properly, personnel has up to date certifications, and verifying any deficiencies in personnel activities were corrected to the satisfaction of FDOT. Professional Affiliations American Society of Civil Engineers Florida Engineering Society Florida Institute of Consulting Engineers National Society of Professional Engineers National Council of Engineering Examiners American Society of Testing Materials Publications "Groundwater Protection for Sanitary Landfills in the Saturated Zone," Co-authored with Dr. Gordon P. Boutwell, Jr., P.E.; for National Solid Waste Management Association, 1986. "Hydraulic Fracturing of Nondispersive Clay Dam", Co-authored with Dr. Dan Brown, P.E.; for American Society of Civil Engineers National Convention, 1986. Universal Office Orlando, Florida Years with Universal 14 (1991) "Committed to Service" Threshold/ Private Providerinspection and Plan Review Construction Materials Testing • Geophysical Services Environmental Sciences • Geotechnical Engineering Biographical Data DIONISIO (DAN) 1. CANELLAS, P.E. Project Engineer Expertise Mechanical, Electrical, Plumbing (MEP), HVAC Systems — Design and Inspection Academic Background B.S., Mechanical Engineering, University of Southwestern Louisiana, Lafayette, Louisiana Registrations Professional Engineer, Florida, 1995, No. 49771 Professional Engineer, Commonwealth of Puerto Rico, 1973, No. 6963 Experience Mr. Canellas has over 44 years of experience in Mechanical, Electrical, Plumbing (MEP), HVAC systems design and inspection. As a mechanical engineer, Mr. Canellas has been responsible for the design of heating, ventilation and air conditioning systems, piping for chilled water, steam and compressed air, involved in maintenance and preventive programs. This experience includes design, expansion and installation of mechanical systems for various well-known multinational pharmaceutical companies, manufacturing companies and schools. Mr. Canellas has served several firms as Senior Mechanical Engineer and MEP consultant responsible for HVAC systems and related piping (chilled water and steam) design for numerous health, correctional, industrial, hospitality, retail, restaurant and educational facilities. Mr. Canellas' experience also includes plan review and specification writing for various industrial and pharmaceutical firms. He has served as Department Supervisor, Mechanical Engineer, Maintenance Engineer, HVAC Project Engineer, Senior Mechanical Engineer, MEP Consultant, and Mechanical Department Manager. In his current position with Universal Engineering Sciences, Inc. (Universal), Mr. Canellas is responsible for private provider and building inspections, project oversight, and plan review. Related Projects ■ Colonial Village, Sanford, Seminole County, Florida. Mr. Canellas is serving as MEP project engineer/inspector for this 35.8-acre residential project involving seventeen 3-story buildings consisting of 20 to 24 individual residential units each (470 total apartments). ff Royal Palm Village Phase III Clubhouse, Haines City, Polk County, Florida. Mr. Canellas is serving as MEP project inspector for this building project. Gentry Park Townhomes, Orange County, Florida. Mr. Canellas is serving as Private Provider Inspector for this new residential (multi -family dwelling) building project pursuant to 553.791 of the Florida Statutes and in accordance with Section 105.6 of the Florida Building Code. Elements being inspected by Mr. Canellas include: Plumbing underground rough -in, second plumbing rough -in plumbing, final plumbing; Mechanical underground, mechanical rough -in, mechanical final; Electrical underground, electrical rough -in, electrical final; Footing/stem-wall; Monolithic slab -on -grade, termite certification; Lintel/tie beams, vertical cells/columns; Engineered trusses/bracing/tie-down connectors; Roof/wall sheathing and fasteners; Roof/wall dry-in/flashing; Framing/window/door framing/draft stopping/fire blocking/accessibility; Gas rough -in, piping and final (if applicable); Energy insulation; and Roof covering final. For Previous Employer— Marina Village, Bahamas. Mr. Canellas provided HVAC system design for four luxury restaurants and 28 retail stores. "Committed to Service" 7reshold / Private Provider Inspection and Plan Review Construction Materials Testing • Geophysical Services Environmental Sciences • Geotechnical Engineering Biographical Data For Previous Employer — Various Industrial and Commercial Facilities, Puerto Rico. Mr. Canellas provided design of mechanical and HVAC systems for various industrial facilities, pharmaceutical plants, hospitals, etc. For Previous Employer Various Judicial, Commercial, Medical and Educational Facilities, Florida and Texas. Mr. Canellas provided design of mechanical and HVAC systems for various industrial facilities, correctional facilities, hospitals, etc. For Previous Employer — NASA, Cape Canaveral, Florida. Mr. Canellas was the Senior Mechanical Engineer in charge of design of HVAC systems for NASA Space Station Processing Facility and NASA Office Space Facility. Professional Affiliations ASHRAE (American Society of Heating, Refrigeration and Air Conditioning Engineers) Universal Office Orlando, Florida Years with Universal 1 (2004) Years with Other Firms 43 "Committed to Service" rrom: Priscilla t3erry At: J NOR Davis Ins. FaxID: To: Vitalia Date: 6/12006 04:27 PM Page: 2 of 10 acoRD_ CERTIFICATE OF LIABILITY INSURANCE IOP VI P UNIVENG DATE (MM/DD/ 06/Ol/0/06 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE J Rolfe Davis Insurance HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR P.O. Box 945255 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Maitland FL 32794-52SS Phone : 407-691-9600 INSURERS AFFORDING COVERAGE NAIC # INSURED INSURER A: Hudson 5pec.Ins.00. (Treberq) INSURER B: Zurich -American Ins. (Orlando) 16535 Universal Engineering SCleriCes Inc ; etal . 3532 Mag;ie Blvd. Orlando FL 32811 INSURER C: Great American Ins. (Marietta) INSURERD: INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR NSR TYPE OF INSURANCE POLICY NUMBER DATE (MM/DD/YY) DATE (MWDD/YY) LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 2 0 0 0 0 0 0 A X COMMERCIAL GENERAL LIABILITY CLAIMS MADE FX] OCCUR FEC6102911 07/17/05 07/17/06 PREMISES(Eaoccurenc9) $ 50000 MED EXP (Any one person) $ 5000 X Inc i s X, C, U DIRT WAIVER SUBROGATION PERSONAL & ADV INJURY $ 2 0 0 0 0 0 0 X Blanket Contract. GENERAL AGGREGATE $ 4000000 IF REQ WRITTEN CONTRACT GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG $ 4 0 0 0 0 0 0 POLICY X jR, LOC B AUTOMOBILE LIABILITY ANY AUTO BAP279579705 05/01/06 07/17/07 COMBINED SINGLE LIMIT (Ea accident) $ lOOOOOO X ALL OWNED AUTOS SCHEDULED AUTOS BODILY INJURY (Per person) $ X HIRED AUTOS NON -OWNED AUTOS BODILY INJURY (Per accident) $ X PROPERTY DAMAGE (Per accident) $ GARAGE LIABILITY AUTO ONLY - EA ACCIDENT $ OTHER THAN EA ACC $ ANY AUTO $ AUTO ONLY: AGG EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE $ 9000000 C X I OCCUR CLAIMSMADE TW554486402 05/01/06 07/17/07 AGGREGATE $ 9000000 $ DEDUCTIBLE $ X RETENTION $ 10 0 0 0 WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE TORY LIMITS ER E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYEE $ OFFICERIMEMBER EXCLUDED? If yes, describe under SPECIAL PROVISIONS below E.L. DISEASE - POLICY LIMIT $ OTHER A Professional and FEC6102911 07/17/05 07/17/06 Ea Claim 2000000 Pollution Liab. Aggregate 4000000 DESCRIPTION OF OPERATIONS [LOCATIONS / VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS General Liability policy includes a blanket additional insured endorsement for the Certificate Holder if required by written contract. Policy Limits are shared for #FEC6102911. Liability is limited to loss or damage arising out of negligent acts of the insured. *Except as required by FL Statute. RE: Flagship Parke; Project No.: 453608 CERTIFICATE HOLDER CANCELLATION CITYSAN SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 * DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL City of Sanford Building Department IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR P.O. BOX 1788 REPRESENTATIVES. U IZE REPRESENTATIVE Sanford FL 32772-1788 ACORD 25 (2001/08) ©ACORD CORPORATION 1988 uaie: oruzuuo u4:zt r-m rage: 3 of io IMPORTANT If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). DISCLAIMER The Certificate of Insurance on the reverse side of this form does not constitute a contract between the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon. ACORD Z5 (2001M) r'rorn: i,,nscllla Berry -tit: J molt LjwAs Ins. r-axiu: I o: vitalla Date: 6/12006 04:27 PM Page: 4 of 10 ACORD CERTIFICATE OF LIABILITY INSURANCE OP ID P UNIVENG DATE(MMIDDNYYY) 06/01/06 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE J Rolfe Davis Insurance HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR P.O. Box 945255 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Maitland FL 32794-5255 Phone: 407-691-9600 INSURERS AFFORDING COVERAGE NAIC # INSURED INSURER A: Amerlsure Mutual Ins. Co. 23396 INSURER B: Universal Engineering Sciences Inc. INSURER C: 3532 Maggie Blvd. Orlando FL 32811 INSURERD: INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, LTR INSR TYPE OF INSURANCE POLICY NUMBER DATE (MWDD/YY) DATE (MM/DD/YY) LIMITS GENERAL LIABILITY EACH OCCURRENCE $ PREMISES (Ea occurence) $ COMMERCIAL GENERAL LIABILITY CLAIMS MADE OCCUR MED EXP (Any one person) $ PERSONAL & ADV INJURY $ GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER. PRODUCTS - COMP/OP AGG $ POLICY PE0. LOC AUTOMOBILE LIABILITY ANY ADO COMBINED SINGLE LIMIT (Ea accident) $ ALL OWNED AUTOS SCHEDULED AUTOS BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ HIRED AUTOS NON -OWNED AUTOS PROPERTY DAMAGE (Per accident) $ GARAGE LIABILITY AUTO ONLY - EA ACCIDENT $ OTHER THAN EA ACC $ ANY AUTO $ AUTO ONLY: ASS EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE $ $ DEDUCTIBLE $ RETENTION $ A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE WC200.565604 01/01/06 01/01/07 X TOLIMITS ER E.L. EACH ACCIDENT $ 1000000 E.L. DISEASE - EA EMPLOYEE $ 10 0 0 0 0 0 OFFICER/MEMBER EXCLUDED? If yes, describe under SPECIAL PROVISIONS below E.L. DISEASE - POLICY LIMIT $ 10 0 0 0 0 0 OTHER DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES 1 EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS Workers Comp. policy includes a blanket waiver of subrogation in favor of the certificate holder if required by written contract. *Except as required by Florida Statute. CERTIFICATE HOLDER CANCELLATION City of Sanford Building Department P.O. Box 1788 Sanford FL 32772-1788 CITYSAN SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 * DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. ACORD 25 (2001108) ©ACORD CORPORATION 1988 rI Vl'l I. MILAlla �=['ly nL. J Run I aVlJ [I I,. raAl V. I U. VIL' 11a UaTe. O/ uzuuo u'+:L/ YIVI rage: a OT IU IMPORTANT If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). DISCLAIMER The Certificate of Insurance on the reverse side of this form does not constitute a contract between the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon. ACORD 25 (2001/08) i i Vi n. riiauua 'oc,1 y raw". r U. V-11a. Uaie: tO/"IlLVUO U4:Z/ F'M rage: o OT TU acoRv_ CERTIFICATE OF LIABILITY INSURANCE OP ID Q DATE (MMlDD UNIVENG 06/O1/06/WYY) PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE J Rolfe Davis Insurance HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR P.O. Box 945255 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Maitland FL 32794-5255 Phone : 407-691-9600 INSURERS AFFORDING COVERAGE NAIC # INSURED INSURER A: Amerisure Mutual Ins. Co. 23396 INSURER B: Universal Engineering Sciences Inc. INSURER C: 3532 Mag;ieBlvd. INSURER D: Orlando 3 INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR !NSR TYPE OF INSURANCE POLICY NUMBER DATE (MM/DWYY) DATE (MM/DD/YY) LIMITS GENERAL LIABILITY EACH OCCURRENCE $ PREMISES (Ea occurence) $ COMMERCIAL GENERAL LIABILITY CLAIMS MADE OCCUR MED EXP (Any one person) $ PERSONAL & ADV INJURY $ GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG $ POLICY 7 jEa F7 LOC AUTOMOBILE LIABILITY ANY AUTO COMBINED SINGLE LIMIT (Ea accident) $ BODILY INJURY (Per person) $ ALL OWNED AUTOS SCHEDULED AUTOS BODILY INJURY (Per accident) $ HIRED AUTOS NON -OWNED AUTOS PROPERTY DAMAGE (Per accident) $ GARAGE LIABILITY AUTO ONLY - EA ACCIDENT $ OTHER THAN EA ACC $ ANY AUTO $ AUTO ONLY: AGG EXCESSIUMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE $ $ DEDUCTIBLE $ RETENTION $ WORKERS COMPENSATION AND X IT WRCY LIMITS I ER A EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE WC200565604 01/01106 01/01/07 E.L. EACH ACCIDENT $ 1000000 E.L. DISEASE - EA EMPLOYEE $ 10 0 0 0 0 0 OFFICERIMEMBER EXCLUDED? If yes, describe under SPECIAL PROVISIONS below E.L. DISEASE -POLICY LIMIT $ 1000000 OTHER DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS Workers Comp. policy includes a blanket waiver of subrogation in favor of the certificate holder if required by written contract. *Except as required by FL Statute. RE: Lennar Corp, including all of its divisions,subsidiaries, partners, partnerships, shareholders, affiliated companies, successors & assigns, officers, directors, agents, servants and employees. cFRTIFIrtnTF Nnl nFR CANCELLATION LENNCOR SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 * DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO $O SHALL Lennar Corporation IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR Insurance Compliance P O Box 12010—LC REPRESENTATIVES. 17�� Hemet GA 92546-8010 ACORD 25 (ZU01/08) V Af-UKU I.VKYVKH I IV IN 'I �100 VGLO. V/ ucuvv UY.L/ rlVI ray C. / UI IV IMPORTANT If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). DISCLAIMER The Certificate of Insurance on the reverse side of this form does not constitute a contract between the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon. ACORD 25 (20UMB) rI"urll': r-risciii amerry' Ya: J MOIT VaVls nits. raxi U: r O: Vliaua uate: tn/LUUb U4:L/ F'M F'age: 6 Of I AC®RD CERTIFICATE OF LIABILITY INSURANCE OP ID P4 DATE (MM/DD/YYYY) UNIVENG 06/O1106 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE J Rolfe Davis Insurance HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR P.O. Box 945255 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Maitland FL 32794-5255 Phone : 407-691-9600 INSURERS AFFORDING COVERAGE NAIC # INSURED INSURER A: Hudson Spec.Ins ,Co. (Freberg) INSURER B: Zurich -American Ins. (Orlando) 16535 Universal Engineering SC1eriC2S . Inc ; etal INSURERC: Great American Ins.Co. 3532 Magk3 eBlvd. Orlando F INSURER D: INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES, AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, LTR INSR TYPE OF INSURANCE POLICY NUMBER DATE (MM/DD/YY) DATE (MWDD/YY) LIMITS GENERAL LIABILITY - EACH OCCURRENCE $ 2000000 X X COMMERCIAL GENERAL LIABILITY CLAIMS MADE FX] OCCUR FEC6102911 07/17/05 07/17/06 IJAMA PREMISEES((E occurence) $ 50000 MED EXP (Any one person) $ 50 0 0 X Incl s X, C. r U SLXT WAIVER SUBROGATION PERSONAL & ADV INJURY $ 2 0 0 0 0 0 0 X Blanket Contract. GENERAL AGGREGATE $ 4000000 IF REQ WRITTEN CONTRACT GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG $ 4 0 0 0 0 0 0 POLICY X PRO- JECT LOC B AUTOMOBILE LIABILITY ANY AUTO BAP279579705 05/01/06 07/17/07 COMBINED SINGLE LIMIT (Ea accident) $ 1000000 X ALL OWNED AUTOS SCHEDULED AUTOS BODILY INJURY (Per person) $ HIRED AUTOS NON -OWNED AUTOS X BODILY INJURY (Per accident) $ X PROPERTY DAMAGE (Per accident) $ GARAGE LIABILITY AUTO ONLY - EA ACCIDENT $ OTHER THAN EA ACC $ ANY AUTO $ AUTO ONLY: AGG EXCESSIUMBRELLA LIABILITY EACH OCCURRENCE $ 9000000 C X OCCUR 71 CLAIMSMADE TUU554486402 05/01/06 07/17/07 AGGREGATE $ 9000000 $ FDEDUCTIBLE X RETENTION $ 10 0 0 0 $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE TORY LIMITS F ER E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYEE $ OFFICER/MEMBER EXCLUDED? If yes, describe under SPECIAL PROVISIONS below E.L. DISEASE - POLICY LIMIT $ OTHER A Professional and FEC6102911 07/17/05 07/17/06 Ea Claim 2000000 Pollution Liab. Aggregate 4000000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS The General Liability policy includes blanket additional insured endorsement & blanket waiver of subrogation endorsement for the certificate holder if required by written contract. Liability is limited to loss or damage arising out of negligent acts of the insured. *Except as required by Florida Statute. SEE ATTACHED HOLDER NOTE PAGE CERTIFICATE HOLDER CANCELLATION Lennar Corporation RE: LC00002661 Insurance Compliance P.O. Box 12010-LC Hemet CA 92546-8010 LENNCOR SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 * DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. ACORD ZS (ZU01/08) © ACORD CORPORATION 1988 va c. vi .11- --, -, -cJ.. o — , u IMPORTANT If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). DISCLAIMER The Certificate of Insurance on the reverse side of this form does not constitute a contract between the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon. ACORD 25 (2001103) r. "".. Ill W.1 y -L. 4 rerun va io n io. ran i v. vncuu UUM. 0/ VLUUU UY.LI IM rage: IV O7 I Additional Insured is Lennar Corporation, including all of its divisions, subsidiaries, partners, partnerships, shareholders, affiliated companies, successors and assigns, officers, directors, agents, servants and employees, but only with respect to legal liability or claims caused by, arising out of, or resulting from the work and/or acts of the named insured or of others performed on behalf of the named insured (see CG 20107 /04 and CG 2037 7/04) attached). Policy limits are shared for #FEC6102911. The General Liability insurance shall be considered primary to any similar insurance held by third parties in respect to work performed by you under any written contractual agreement with such third party. It is further agreed that any other insurance which the person(s) or orgainization(s) named in the schedule may have is excess and non-contributory to this insurance. DESCRIPTION AS FURNISHED: Lot 64 CELERY ESTATES NORTH, (unrecorded) Seminole County, I-rorido, more particularly described as follows: Commence at the Southeast corner of Government Lot 2, Section 29, Township 19 South, Range 31 East, Serinole County, Florida; Thence run N 00`06'18" W, along the East line of said Lot 2, 230.00 feet; Thence run S 89'50'10" W, 1067.55 feet to the Point of Beginning; Thence continue S 89°50'10" W, 42.50 feet to a point on a curve concave Northeast having for its elements a radius of 25.()0 feet, a delta of 90"00'00", a Chord distance of 35.36 feet and a chord bearing of N 45°09'50" W; Thence run Northwesterly along said curve for on arc distance of 39.27 feet; Thence run N 00°09'50" W, 85.00 feet; Thence run N 89'50"0" E, 67.50 feet; Thence run S 00"09'50" E, 110.00 fet to the Point of .Beginning. Containing 7,291 square feet or 0. 17 acres more or less. PLOT FLAN .FOR/CERTIFTED TO: Lennar Homes, Inc. Ed LOT 95 N 89°50' 10" E 67.50' 4 37.47' LOT 64 10.0' 6 2000, CONC 40.0' �Z J Q) Q W F- W 37.47p I� I� I� z ��7.50' PROPOSED RESIDENCE MODEL: CAYENNE -A TWO -CAR GARAGE RIGHT v FRONT PORCH \ 14..8' 4r 20.; p0' (PT) 25.1jj2��0 C1 1 Ln 2' 4' NALK DRIVE 25.20' 10' UTILITY EASEMENT LOT 94 LOT 65 P.O. B. S 89'50'10" W I 1 1067.55' Z CURVE 1: - -- - -- -- -- R=z5. =25. ao' 00' oo" �q _l '.T,.I-,A SA CIRCLE' L -39.27' C:::-35.36 C13=N 45°09' 50" W /Q J ^ PROPOSED = FINISHED SPOT GRADE ELEVATION PER DRAINAGE PLANS 1J - = PROPOSED DRAINAGE FLOW LOT GRADING TYPE "A" PROPOSE[, F.F. PER PLANS 16,58' (R/W VARIES) TRACT 'E" (PRIVATE INGRESS & EGRESS) SQUARE FOOTAGE CALCULATIONS SOD (SOD TO CURB): 5,904t SQUARE FEET DRIVE & LEAD WALKWAY: 541f SQUARE.. FEET SIDEWALK/APPROACH: 967+ SQUARE FEET TOTAL LOT SQUARE FOOTAGE: 7,291t SQUARE FEET EAST LINE, o m GOVERNMENT �IL� m LOT 2 VVV � P.O.C., SOUTHEAST CORNER GOVERNMENT LOT 2, SECTION 29-19-31 BUILDIN.0 -5 ACKy; FRONT= 25' REAR= 20' SIDE= 7.5' STREET SIDE- 15' *PLOT PLAN ONLY* (NOT A SURVEY) cc ASSOC., INC. — SURVEYORS —LAMA I.F: GEN➢ - LEGEND LEGEND - 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 P F' = PL AT - FiELD nA_ =POINT nN L.INF . TYp, _ 'LYPTLAL NOTES: " = IRON PIPE pR,C, = ppIi.I OF REVERSE CURVATURE 1. THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS 7HE MINIMUM TECHNICAL STANDARDS SET FORTH BY I.P. -IRON ROD P.c.c. = pniNT OF COMPOUND CURVATURE THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 61G17-6 FLORIDA ADMINISTRATIVE CODE PURSUANT C.M. : CONCRCIE MONUMENT HAD. = RA➢IAL SECTION 472-027 FLORIDA STATUTES. SET I.R. REC. _ ;i2' IR. w/NLB 4596 = RECOVERED N.R. = NON -RADIAL V,P. WITNESS POINT 2. UNLESS EMBOSSED WITH SURVEYOR'S SEAL, THIS SURVEY IS NOT VALID AND IS PRESENTED FOR INFORMATIONAL PURPOSES ONLY. P.O.B. = POINT OF BEGINNING CALL. CALCULATED 3, THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER RESTRICTIONS PZIC. 4. = POINT OF COMMENCEMENT - CENTERLINE F,RA. PERMANENT REFERENCE MONUMENT FF. FINISHED FI_DOR ELEVATION OR EASEMENTS THAT AFFECT THIS PROPERTY. N&D := NAIL 6 DISK B.S.L. = HUIL➢ING SETBACK LINE 4, NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. R/W = RIGHT-OF-WAY E.M. BENCHMARK ,5. THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERPFIFO TO AND SHOULD NOT BE RELIED` UPON BY ANY OTHER ENTITY. CSMT, �� FAS.. ENT B.D. BASE BEARING E DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES. DRAIN. UTD_, _ *DRAINAGE = UTILITY 7, BEARINGS, ARE BASED ASSUMED DATUM AND ON THE LINE SHOWN AS BASE BEARING (B.B.) CL..Et. [;RAIN LINK FENCE: 6. ELEVATIONS, IF SHOWN, ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929, UNLESS OTHERWISE NOTED. WD.FC.= C/B WOUD FENCE = CONCRETE BLOCK 9. CERTIFICATE OF AUTHORIZATION No: 4596. SCALE I--�� 1" = 20' � DRAWN BY: =POINT OF CURVATURE PT, _ ?DINT" OF TANGENCY - BY: DATE ORDER N°. — DESCRIPTIONCER1iF1E0 = RADIUS 12044-06 R = ARC LENGTH - PLOT PLAN 5-16-06 METES & BOUNDS PLOT PLAN 06-07-06 4270-06 D DELTA =..BURG _ REVISED STREET NAME-7-20-06 4802-06 (, CB, = CHDR➢ BEARING REVISED PLOT PLAN 7-26-06 N/A NORTH i r'I S BUILDING/PROPERTY GOES, NOT LIE WITHIN THE ESTABLISHED 100 YEAR FLOGO PLANE AS PER "FIRM" TCM X. GRUSENMEYER, R.L. i 4714 ESW. SCOTT R.L.S 9f' 4 ZONE "X" PANEL # 120269 0065 E. (G4-17-95j VERNON H. BERRY JR., R.L.S. 6262 - DESCRIPTION AS FURNISHED: Lot 64 CELERY ESTATES NORTH, (unrecorded) Seminole County, Florida, more particularly described as follows: Commence at the Southeast corner of Government Lot 2, Section 29, Township 19 South, Range 31 East, Serinole County, Florida; Thence run N 00`06'18" W, along the East line of said Lot 2, 230.00 feet; Thence run S 89'50'10" W, 1067.55 feet to the Point of Beginning; Thence continue S 89`50' 10" W, 42.50 feet to a point on a curve concave Northeast hoving for its elements a radius of 25.00 :feet, a delta of 90.00'00", a chord distance of 35.36 feet and a chord bearing of N 45`09:50" W1- Thence run Northwesterly along said curve for on arc distance of 39,27 feet; Thence run N 00°09'50" W, 85.00 feet; Thence run N 89*50'10" E, 67.50 feet; Thence run S 00°09'50" E, 110,00 feet to the Point of Beginning. Contoining 7,291 square feet or 0.17 acres more or less. PLOT PLAN FO ICERTIFIED TO: Lennar Homes, Inc. LOT 95 N R9°50' 10" E 67.50' 47 37.47' LOT 64 37.47E I� I� ..� _. © 0 U 20.00' CONC 7.50" 40.0' I�^I 0)TO C-) �0 Q z ! Q � o � (Z:5 PROPOSED RESIDENCE x MODEL: CAYENNE -A a a o TWO -CAR GARAGE RIGHT � � I i I I S } \ril FRONT ? PORCH '.1 ( 20.00, 74..8 a 8.2"` (PT) 4 . 1' WALK DRIVE i +I \ 1 25.20' 25.20' ��) Ci j 10' UTILITY \EASEMENT S• � (B.B.) S 89050' 10" W� > �91 142.50'�� 2' CURB. / 011 PROPOSED = FINISHED SPOT GRADE ELEVATION PER DRAINAGE PLANS Zf"-- = PROPOSED DRAINAGE FLOW LOT GRADING TYPE "A" PROPOSED F.F. PER PLANS = i 6.58' fi LO O O LOT 94 LOT 65 P.O.B. s ss"so'1o° W \ 1067:55' z CURVE 1: ---- _-- 90D00' oo" jt( .I� I1A ROSA CIRC --IE' R-25.00' L.::-39.27' C::::= 35.36' CB =.N 45°09' 50" W (R/W VARIES) TRACT 'E" (PRIVATE INGRESS & EGRESS) SQUARE FOOTAGE CALCULATIONS SOD (SOD TO CURB): 5,904± SQUARE FEET DRIVE & LEAD WALKWAY: 541 ± SQUARE FEET SIDEWALK/APPROACH: 967t SQUARE FEET L._._..... -.... ... _....... -............. -........ _.... _.... _........ _...._..__..._.......-....------._ TOTAL L07 SQUARE FOOTAGE: 7,291f SQUARE FEET 0 EAST LINE, GOVERNMENT j - Cn LOT 2 IZF P.O.C., SOUTHEAST CORNER GOVERNMENT LOT 2, SECTION 29-19-31 eu1LD1 N__sE=rencxs; FRONT-- 25' REAR= 20' SIDE= 7.5' STREET SIDE- 15' *PLOT PLAN ONLY* (NOT A SURVEY) I �f C�'S`�?N1?�1 'Y 'fL—,S`COTT & ASSOC., INC: — LAND SUP, VEY0RS I [16CND - LEGEND - P AT P.O.I... = PAINT ON L.INE F FIELD TYP. • 'TYPICAL I.P. =IRON PIPE PR,C. = POINT OF REVERSE CURVATURE L;_ =IRON ROD F.C.C. _ POINT OF COMPOUND CURVATURE C.M. = CONCRETE MONUMENT RAD. = RADIAL SET i.P., I/2' I.R. w/RLB 4596 11.R. = NON -RADIAL REC. = RECOVERED W.P. WITNESS POINT P.O.D. - POINT OF 3CGINNING CALL CALCULATED P.C. = POINT OF COMMENCEMENT PR.M. = PERMANENT REFERENCE MONUMENT CENTERLINE F.F. FINISHED FLOOR ELEVATION N&D = NAIL & DISK B.S.L. = BUILDING SETBACK LINE R!W =RIGHT-OF-WAY E.M. = BENCHMARK ESMT. = EASE'NT D.D. BASE BEARING DRAIN. IJTP_. _ *DRAINAGE = UTILI-Y CI...FC. _' CHAIN LINK FENCEWD.FC, = WOUD FENCE C/P. = CONCRETE BLOCK ITC. POINT OF CURVAIURG P. = POINT OF TANGENCY DESC. = DESCRIPTION R = RADIUS L = ARC LENGTH D = DELTA C C.B. = CHORD = CHORD BEARING NORTH THIS BUILDING/PROPERTY DOES. NOT LIE WITHIN THE ESTABLISHED 100 YEAR FLOOD PANE AS PER "ARM" ZONE 'Y" PANEL # 120269 0065 E (04-17-95) 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 NOTES: 1. THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 61G17-6 FLORIDA ADMINISTRATIVE CODE PURSUANT SECTION 472-027 FLORIDA. STATUTES. 2. UNLESS EMBOSSED WITH SURVEYOR'S SEAL, THIS SURVEY IS NOT VAUD AND IS PRESENTED FOR INFORMATIONAL PURPOSES ONLY. J. THIS SURVEY WAS PREPARED FROM TIRE INFORMATION FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER RESTRIC"ONS OR EASEMENTS THAT A''FECT THIS PROPERTY. A. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. .5, THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CF.R77FIFD TO AND SHOULD NOT BF RELIED UPON BY ANY 0714ER ENTITY. S. DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES. 7. BEARINGS, ARE BASED ASSUMED DATUM AND ON THE LINE SHOWN AS BASE BEARING (B.B.) 6. ELEVATIONS, IF SHOWN, ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929, UNLESS 0114ERWISE NOTED. 9. CERTIFICATE OF AUTHORIZATION No. 4596. SCALE I-- I- = 20' DRAWN BY. CERTIFIED BY, DATE ORDER No. _ PLOT PLAN 5-16-06 12044-06 METES & BOUNDS PLOT PLAN 06-07-06 4270-06 REVISED STREET NAME 7-20 REVISED PLOT PLAN 7-26-06 4802-06 N/A IX. TOM GRUSENMEYER, R.L . J 4714 JAMES W. SCOTT, R.L.S ,f 4 VERNON H. BERRY JR., R.L.S. j 6262 RORA.'CAF Vol A PRODUCT OF NISUS CORPORATION For the Prevention and Control of: TERMITES, CARPENTER ANTS, WOOD DESTROYING BEETLES, and DECAY FUNGI FOR BOTH INTERIOR AND EXTERIOR USE For use in and around Homes, Apartments, Garages, Museums, Pub4ic and Private Institutions, Schools, Hotels, Hospitals, Kennels, Stables, Farm Buildings, Trucks, Trailers, Warehouses, Supermarkets, Restaurants and Food Processing Plants. Authorized by the USDA for use on Non -Food Contact Surfaces in Edible Product Areas of Official Establishments Operating under the Meat, Poultry, Shell Egg Grading and Egg Products Inspection Programs. ACTIVE INGREDIENT: EPA Reg. No. 64405-1 EPA Est. 64405-TN-1 Disodium Octaborate Tetrahydrate (Na,BBO„ • 4H2O): •...._..4.0.0% 60.0°� U.S. Patent Nos. 5,104,664 5,296,240 INERT INGREDIENTS: ................................................... Density: 11.51 pounds per gallon r.. KEEP OUT OF REHCHILDREN CAUTION PRECAUTIONARY STATEMENTS Hazards To Humans & Domestic Animals CAUTION: Harmful if absorbed through skin. Avoid contact with skin, eyes or clothing. Wash thoroughly with soap and water after handling. Foods should be removed or covered during treatment. All food processing surfaces should be covered during treatment or thoroughly cleaned before using. After treatment in food processing plants, thoroughly wash all equipment, benches, shelving, etc. where exposed food will be handled, with an effective cleaning compound and. rinse with potable water. When spraying overhead interior areas of -homes, apartment buildings, Statement of Practical Treatment etc., cover or protect all surfaces below,the area being sprayed with If Inhaled: Remove.victim to fresh air. Apply artificial respiration if plastic sheeting or other matell which can be disposed of if Flush with contamination from dripping occurs: Do not apply in food serving areas indicated. Contact a physician if warranted_ If In. Eyes: plenty of water. Get medical attention it irritation persists. If On Skin: while food is exposed Wash with plenty of soap and water. Get medical attention. BORA-CAREm is N.OT a soil termiticide and should not be used directly IN CASE OF A MEDICAL EMERGENCY involving this product to treat the soil. call (800) 424-9300 or your local Poison Control Center. tr':STORAGE AND DISPOSAL Do no Environmental Hazards Icon tammaIt water, food or feed by storage or disposal. BORA-CARE° solutions carelessly spilled or.app lied to cropland or -:PESTICIDE STORAGE: Store in a dry place. Do not store where children or,animals may gain access" Do not freeze_ growing plants including trees and shrubs may kill. or seriously retard*.-.. plant growth. Cover plants and nearby soil with plastic td.avoid. = when contamination. Do not apply directly to water. Do • not contaminate PErSP IICID PESTICIDEnent DI Wastes resulting rig from the ruse of disposing product water when disposing of equipment washwaters. "mor at an approved waste disposal facility. ay be disposed of on site •'' `"CONTAINER DISPOSAL: Triple rinse (or equivalent). Then offer for DIRECTIONS FOR USE itioning, or puncture and dispose of It is a violation of Federal law to use this product in a manner recycling or recondt a sanitary landfill, or incineration, or it allowed by state and local authorities; by inconsistent with its labeling. burning. If burned, stay out.of smoke. NOTICE Read and understand the entire label before using. Use only according to label directions. . Before buying or using this product, read "WARRANTY LIMITATIONS AND DISCLAIMER" statement found elsewhere on this label. If terms are unacceptable, return unopened package to seller for full refund of purchase price. Otherwise, use by the buyer or any other user constitutes acceptance of the terms under WARRANTY LIMITATIONS AND DISCLAIMER. BORA-CARE® should be applied only to bare wood, plywood, particle board and other cellulosic materials where an intact water repellent barrier such as paint, stain, or a sealer is not present. The use of this product in food processing establishments should be confined to time periods wheil the plant ig not in optratlQn' MADE IN THE U.S.A. CLEANUP: Use 'soap and water to clean up SAFE HANDLING PROCEDURES Applicators and other handlers must wear long-sleeved shirt and long pants, socks, shoes, chemical -resistant gloves, and protective eyewear. When applying BORA-CARE° in confined spaces, it is recommended that ventilation or an exhaust system be provided. If this is impractical, the use of a NIOSH approved respirator with an organic -vapor removing cartridge with a prefilter approved for pesticides (MSHA/NIOSH approval prefix TC-23C), or a canister approved for pesticides (MSHA/NIOSH approval prefix TC-14G), or a NIOSH approved respirator with an organic vapor (OV) cartridge or canister with any N, R, P or HE prefilter is recommended. Spills and over -spray may be cleaned with a damp cloth, or absorbed with appropriate materials. (Refer to the BORA-CARE Material Safety Data sheet for additional health and safety information.) 100 Nisus Drive, Rockford, TN 37853 (800) 264-0870 vvww.ntsuscorp.com o,W, 1. MIXING INSTRUCTIONS BORA-CARE° is a concentrate which must be diluted with clean water before use. The use of warm or hot water, if available, and an impeller type mixer which can be used with an electric drill aids the dilution process. A. Hand Sprayers: Mix in a clean container and stir the solution until completely uniform. Always mix in a separate container, then add the solution to a spray tank. Mixing BORA-CARET directly in a spray tank can block hoses and nozzles. B. High Volume Pumping Systems: Add all of the dilution water to tank, start recirculator, then slowly add BORA CARE® concentrate. Allow to mix until uniform., Use 1:1 and 2:1 BORA-CARE° solutions within 24 hours after mixing. 5:1 solutions will remain stable for up to 30 days. Do not leave unused solution under pressure or in tank overnight_ Clean and/or flush equipment and lines with water after use. BORA CARE® may be tank -mixed with an approved non -residual pesticide for quicker knock -down of carpenter ants and other insects. 11. DILUTION RATIOS by volume. TABLE A. Dilution Ratios Water to Target Pests BORA-CARE® Application Notes All Insects and Decay Fungi 1:1 Spray, Injection, Brush, Roller Subterranean and Formosan 1:1 or 2:1 fon ratio may be 2:1 dfoaming Termites Drywood Termites ]:1 or 2:1. Anobiid and Lyctid 1:1 or 2,1 Use a 2:1 dilution ratio for treating hardwood floors. Powderpost Beetles Logs require a 1:1 ratio. All other beetle species 1:1 Carpenter Ants 1:1 or 2:1 Fungi Decay g 1:1 or 2:1 Use a 1:1 dilution ratio on wood members 2' thick or greater. Drywood Termites, 5:1 Two (2) applications required for surlace spray Powderpost Beetles and For prevention only. Decay Fungi — TABLE B- Dilution Ratios Application Water to BORA-CARE° Application Notes Logs. Large Beams and 1:1 All Insects and Decay Fungi. Dimensional Lumber Preventative Treatment of 2:1 Ue on wood 2' n thickness or less Decking, Fences and Plywood Prevention of Powderpost 5 .1 For prevention only. Beetles and Drywood Termites Logs, Large Beams and 5.1 Dip treatment only. Dimensional Lumber GENERAL INFORMATION BORA-CAREe is an innovative termiticide, insecticide and fungicide that eliminates existing infestations and provides long term protection against: Subterranean Termites: Reticulitermes, Heterotermes Formosan Termites: -Coptotermes Dampwood Termites: Zootermopsis, Neotermes Drywood Termites: Kalotermes, Incisitermes powderpost Beetles: Lyctidae, Bostrichidae Anobiid Beetles: Anobiidae Old House Borers, Longhorn Beetles: Cerambycidae, Hylotrupes Ambrosia Beetles: Platypodidae, Scolytidae Carpenter Ants: Camponctus Brown Rot, White Rot, and Wood Decay Fungi BORA-CARE' can be used on all cellulosic materials including wood, plywood, particle board, paper, oriented strand board (OSS), cardboard and wood composite structural components. In areas where a soil treatment/barrier termiticide treatment is required by law, BORA-CARE® should be applied as a supplemental pretreatment to protect wood from subterr rugan termites that may penetrate chemical gaps occurring in termiticide treated soil. As a remedial treatment, BORA-CARE® will both eliminate and prevent infestations of Formosan, subterranean and drywood termites, wood boring beetles, carpenter ants and decay fungi. It may also be used as a supplement or alternative to fumigation in order to provide long term residual control. Since BORA-CARE" is applied directly to the wood, it can be used in areas where environmental contamination is of concern (nearby wells, cisterns, etc.). The active ingredient in BORA-CARE° is an inorganic salt and once in place, it will not decompose or volatilize out of the wood. Treatment is long lasting as long as the treated material is not exposed to rain, continuous water or ground contact. Older wood boring beetle larvae (particularly Old House Borers) already present in the wood at the time of treatment may occasionally emerge will not occur frequently enough to sometime after treatment. This cause structural damage to any wooden member.: d REMEDIAL TREATMENT FORTHECONTROLOF _SUBTERRANEAN, FORMOSAN, DRYWOOD AND DAMPWOOD TERMITES, CARPENTER ANTS, OLD HOUSE BORERS, POWDERPOST AND OTHER WOOD BORING BEETLES AND WOOD DECAY FUNGI A. Infested wood can be treated by spraying and/or injecting BORA-CARE® solution into beetle holes, termite and carpenter ant galleries and decay pockets. Apply one (1) coat of BORA-CARE* solution to the point of wetness to'all infested and susceptible wood, paying particular attention to infested areas. Two (2) coats of BORA- CARE° solution need only be applied to those wood members with only one (1) or two (2) exposed sides. For quicker control, apply an additional coat onto heavily infested areas waiting at feast 20 minutes between applications. In cases where the infestation is not accessible from the surface, small holes may be drilled into the wood in order to gain access to the infested area. Inject enough diluted solution to completely flood galleries or voids. Adjacent intact wood may be treated by pressure injecting BORA-CAREm into holes drilled into the wood at eight (8) to ten (10) inch intervals. Inject at 40 psi for tour (4) to six (6) seconds per hole. For treating infested wall voids, refer to Sections IV. E. and F. 2 B. Basements and crawl spaces may be treated by applying one (1) coat of diluted BORA-CARE® solution to the point of wetness to all infested and susceptible wood surfaces Including sill plates, piers, girders, subfloors, floor joists and any wood exposed to vertical access from the soil. On wood where access is limited to one (1) or two (2) sides of wood members, such as sills and plates on foundation walls, apply two (2) coats of BORA-CAREm solubonWait least 20 minutes between applications. Apply at a rate of approximately (l) ga llon of BORA-CAREm solution per 200 square feet of floor area (400 square feet of wood surface area). C. Buildings on slabs may be treated by applyingBORA-CAREm solution into wall voids by locating each stud and drilling a small hole through the wall covering to gain access to the infested area. Drill holes adjacent to the side of each stud every 18-24 inches along its length and inject at least 1/3 fluid ounce of BORA-CAREm solution per hole. Drill at least one hole per stud bay near the floor in order tttrreat the base plate in each void. Treat entire wall areas as opposed single stud bays in order to include the infested area completely within the treatment zone. D. Wood flooring can be treated by spray, brush or roller application. It will be necessary to remove any existing finish by complete coarse sanding or stripping prior to application_ Apply a two (2) parts water to one (1) part BORA-CARE" (2:1) solution at agate of approximately one (1) gallon of,solution per 500 square feet of floor surface. For treating infestations of subterranean or Formosan termites, two (2) coats may be required, waiting at least one (1) hour between applications. Allow floor to completely dry (typically 48 to 72 hours). Moisture content must be 10 % or less before applying final finish. BORA-CAREm applications may raise the grain of the wood and an additionalliaht sanding maybe necessarybefore applying anew finish. Although BORA-CAREm is compatible with most floor coatings, always test a. small section of treated floor with the new finish and check for appropriate adhesion prior to coating the entire floor. NOTE: If surface is tacky or residue is evident after 72 hours of drying time, wash affected area with clean water and a mop, cloth or sponge, rinsing frequently. Allow surface to dry prior to final ktq sanding and application of finish coat. E. For treating voids, wall studs and wood members not accessible by conventional application methods, spray or mist solution into voids and channels in damaged and suspected infested wood and/or through small holes drilleq into walls, and baseboard areas. Holes should be spaced no more than 24' apart along each member to be treated and at least one (1) hole must be drilled between each wall stud when treating base plates. Use sufficient amount of material to cover all areas to the point of wetness. NOTE: Existing insulation may interfere with distribution of the BORA-CAREm solution. If necessary, remove or displace insulation prior to treatment. Apply foamed BORA-CAREm to void spaces at a 1:20 to 1:30 foam ratio (one [1] gallon of mixed solution expanded with foaming agent to produce 20 to 30 gallons of foam). Apply enough foam to completely fill void and contact all wood surfaces in the void space. F. Foam applications: BORA-CAREm can be applied to bare wood surfaces and void areas as a foam by mixing two (2) parts water with one (1) part_BORA-CAREm (2:1) and adding 3 to 8 'ounces of foaming agent per gallon of mixed solution. Apply foam being sure to completely fill the void. Foam will take approximately one (1) hour.to return to liquid state and soak into bare wood. G. Foam insulation may be treated by injecting a two (2) parts water to one (1) part BORA-CAREm (2:1) solution into the infested area and/or low pressure surface spraying at a rate of one (1) gallon per 300 to 400 square feet. NOTE: Some types of foam insulation, such as polyisocyanu rate and extruded polystyrene, have closed cell structures which do not allow significant penetration from surface application. These types of foam should be injected, as well as surface sprayed, to achieve proper control or prevention of infestations. V. PREVENTATIVE AND/OR PRETREATMENT FOR WHOLE HOUSE PROTECTION FROM SUBTERRANEAN, FORMOSAN, DRYWOOD AND DAMPWOOD TERMITES, CARPENTER ANTS, OLD HOUSE BORERS, POWDERPOST AND OTHER WOOD BORING BEETLES AND WOOD DECAY FUNGI NOTE: This treatment serves as a primary treatment for the control of Formosan and subterranean termites. Pretreatment `should be performed at a point during the construction process when the greatest access to all wood members is available. Normally this is at the "dried -in" stage of construction when all structural wood and sheathing is in place, yet prior to installation of insulation, mechanical systems,,electrical wiring, etc. Apply one (1) coat of a one (1) gallon water to one (1) gallon BORA-CARE° (1:1) solution to all wood surfaces to the point of wetness. Concentrate application in areas susceptible to attack, to include all sills, plates, floor joists, piers, girders and subfloors_ Treat wood in all plumbing, electrical, and ductwork areas where they penetrate walls or floors. Treat all base plates and studs on interior and exterior walls, especially those surrounding any high moisture areas such as bathrooms, kitchens and laundry rooms. For buildings built on slabs, treat all wood in contact with the slab as well as all interior and exterior wall studs and wall sheathing material. In attics, treat all wood including ceiling joists, trusses, top plates, rafters and root decking. Be sure that all sill plates and wood contacting garages and porches are treated. In areas where access is limited to one (1) or two (2) sides of a wood member, apply two (2) coats of BORA-CAREm solution to the exposed surfaces. Wait at least 20 minutes between applications. Treat all exterior wood including siding, facias, soffits, eaves, roofing, porches, decks and railings (refer to Sections will and IX for complete exterior application information). Vl. PREVENTATIVE AND PRETREATMENTS FOR SUBTERRANEAN TERMITES (CRAWL SPACE, BASEMENT AND SLAB) NOTE: This treatment serves as a primary treatment for the control of subterranean termites. Use only a one (1) part water to one (1) part BORA-CARE® solution when treating for subterranean termites. Pretreatment may be performed at any point during the construction process, however it is best performed when greatest access to all wood members is available. Normally this is at the "dried -in" stage of construction when all structural wood and sheathing is in place, yet prior to installation of insulation, mechanical systems, electrical wiring, etc. A. Buildings on Crawl Spaces and Basements: Apply one (1) coat of a one (1) gallon water to one (1) gallon BORA-CARE° (1:1) solution to point of wetness in a 247inch wide uninterrupted band to all wood surfaces in crawl spaces and basements, to include all sills, plates, floor joists, piers, girders and subfloors as well as wood exposed to vertical access from the soil. Treat all wall base plates and the bottom two (2) feet of all interior and exterior wall studs. Treat any wood adjacent to plumbing, electrical conduit and ducts where they penetrate subfloors or plates, and all wood next to porches, garages, and fireplaces in order to provide a two (2) foot wide barrier of BORA-CARE® treatment against termite penetration. On wood where access is limited to one (1) or two (2) sides of woo( ) members such as sills and plates on foundation walls, apply coats of BORA-CARE® solution. Wait at least 20 minutes between applications. If accessible, treat the exterior of sill areas around the entire perimeter of the structure with a24-inch wide band of BORA-CARE' solution beginning with the sill area and extending upwards onto the sheathing material. On multiple story structures, treat only the first story above the ma sonry foundation level. Coated or painted wood may be treated by pressure injecting BORA-CARE® into holes driljed into the wood at eight (8) to ten (10) inch intervals. Inject at 40 psi for four (4) to six (6) seconds per hole. B. Buildings on Slabs: Apply one (1) coat of a one (1) gallon water to one (1) gallon BORA-CARE® (1:1) solution to all base plates and the bottom 24 inches of all studs on all exterior and interior walls. In areas where access is limited to one (1) or two (2) sides of a wood member, apply two (2) coats of BORA-CARE® solution to the exposed surfaces. Wait at least 20 minutes between applications. Treat all wood in plumbing walls and apply to any wood in bafhtraps as well as wood adjacent to plumbing, electrical conduit and duct penetrations in order to provide a minimum 24-inch wide barrier of treatment between the soil and the balance of the structure. V i l (. TREATMENT OF EXTERIOR WOOD SURFACES LESS THAN TWO INCHES THICK SUCH AS DECKS, SHEDS, SIDING AND FENCES Apply only to bare wood or to wood surfaces. -where an intact water repellent or finish is not present. If necessary, remove paint or finish prior to application. Apply one (1) coat of BORA-CAREm solution to the point of wetness to all wood surfaces. Apply two (2) coats of -BORA-CARE® solution to heavily infested areas and to those surfaces where access is limited to one (1) or two (2) sides of wood members. Do not apply in rain or snow. Exterior wood surfaces must not be exposed to rain or snow for at least 48 hours after treatment. If inclement weather is expected, protect exterior treated surfaces with a plastic tarp. For wood in contact with the ground or soil, see Section XI. A. Finishing and Maintaining Treated Surfaces: For long- term protection, exterior wood surfaces which have been treated with BORA-CARET will require a topcoating with a water resistant finish such as paint or exterior stain. The finish or topcoat should be applied within six (6) weeks of treatment_ It is important to allow BORA-CARE® treated wood to completely dry (at least 48 hours) before applying any protective topcoat. Coat a small section of treated wood with th f finish to be used and check for compatibility prior to complete app VI 1. PREVENTATIVE TREATMENT FOR DRYWOOD TERMITES AND POWDERPOST BEETLES Apply two (2) coats of a five (5) gallons water to one (1) gallon BORA-CAREm (5:1) solution to all wood surfaces to the point of wetness using a brush, spray or mist_ Wait at least 20 minutes between applications. IX. TREATMENT OF LOG STRUCTURES, TIMBERS, BEAMS, PILINGS AND EXTERIOR WOOD MEMBERS TWO OR MORE INCHES THICK Apply only to bare wood or to wood surfaces where an intact water repellent or other finish is not present. If necessary, remove paint or finish prior to application. Interior, unfinished surfaces which have accumulated dirt or cooking oils should be cleaned with a strong detergent prior to treatment. Apply a one (1) part water to one (1) part BORA-CARE° solution to the point of wetness to allJnterfor and exterior wood surfaces. Refer to. application chart for minimum amount of BORA-CAREm to treat various size logs or beams. Typically, two (2) coats of solution will be required to treat round logs 10" or greater in diameter and rectangular logs larger than 6" x 12 Wait at least one (1) hour between applications. Two (2) coats of BORA-CARE® solution should also be applied to log ends, notches, comers and sill logs. Actual number of coats necessary to meet the minimum requirements will depend upon actual wood size, surface porosity and number of sides accessible for treatment. Do not apply in rain or snow. Exterior wood surfaces should not be exposed to rain or snow for at least 48 hours after. treatment. If inclement weather is expected, protect exterior treated surfaces with a plastic tarp. A. Finishing and Maintaining Treated Surfaces: For long term protection, exterior wood surfaces which have been treated with BORA-CARE® will require a topcoating with a water resistant finish, paint or exterior stain. The finish or topcoat should be applied within six (6) weeks of treatment. It is important to allow BORA-CARE® treated wood to completely dry (at least 48 hours) before applying any protective topcoat. Coat a small section of treated wood with the finish to be used and check for compatibility prior.to complete application. 4 X. DIP TREATING LOGS AND LUMBER A dip treating solution may be prepared by mixing five (5) parts water to one (1) part BORA-CARE® (5:1) . This will result_in a stable solution containing 9% active ingredient. Bundled wood must be stickered in order to allow the solution to coverall wood surfaces. Logs and/or lumber should be submerged in the solution for at least one (1) minute or until all entrapped air has escaped. Protect treated wood from rain or snow for at least 24 hours after treatment. Xl . TREATMENT OF WOOD IN CONTACT WITH THE GROUND A BORA-CARE® treatment to wood in contact with the ground or soil has a limited lifespan and will require periodic reapplication. Protection may be extended with the use of products such as JECTA'. XII. APPLICATION RATES Xlll . WARRANTY LIMITATIONS AND DISCLAIMER Because of varying conditions affecting use and application, manufacturer warns buyer that these may impair or vary the results or effects of the use of this product. In any event, complete prevention of decay or insect infestation is not guaranteed. Neither the manutacturer nor seller shall be liable in respect to any injury or damage suffered by reason of the use of this product for a purpose not indicated by the label or when used contrary to the directions or instructions hereon nor with respect to breach of any warranty not expressly specified herein. Buyer accepts this material subject to these terms and assumes all risk of usage and handling except when used or handled in accordance with this label. It is not intended that this product be used to practice any applicable patent, whether mentioned or not, without procurement of a license, if necessary, from the owner, following investigation by the user. BORA-CARED and JECTA® are Registered Trademarks of NISUS Corporation. MADE IN THE U.S.A. TABLE B. Panels, Siding and Plywood (1:1 or 2:1 dilution ratio) 1 Gallon of Diluted Minimum Amount of Thickness BORA-CARE® Diluted BORA-CARE®to Treat 1000 Square Feet (inches) Will Treat Up To: 1/4 1,600 Square Feet 0.6 Gallons 3/8 1,067 1.0 1 /2 800 1.2 3/4 533 1.8 1 400 2.6 TABLE C. Round Logs (1:1 dilution ratio only) Gallon of Diluted Minimum Amount of Diameter .1 BORA-CAFIE® Diluted BORA-CAREsto Treat 1000 Lineal Feet (inches) Will Treat Up To: 6 167 Lineal Feet 6.0 Gallons 8 96 10.4 10 61 16.4 12 43 23.4 NOTE: The numbers listed above are based on an application rate of one (1) gallon of $ORA CAREm solution to 400 board feet of wood. r� 100 Nisus Drive Rockford, TN 37853 800-264-0870 www.nisuscorp.com L. IssueDate:8/24/69 MATERIAL SAFE�YDATASHEET Revised Date:3/2B/97 [:: BORA.-CARE O Health Emergencies: CHEMTREGb (800) 424-9300 SECTION I - PRODUCT IDENTIFICATION I Manufacturer. Nisus Corporation 215 Dunavant Drive Rockford, TN 37853 (800) 264-0870 Fax:865-577-5825 Product Trade Name: BORA-CARE® EPA Registration No. 64405-1 Chemical Family: Glycol borate solution Formula: Proprietary Mixture CAS No.: N/A DOT Hazard Classification: Not Regulated Hazard. Rating: NFPA Health 1 Slight hazard Flammability 0 Reactivity 0 SECTION II - HAZARDOUS INGREDIENTS Material or Component: Ethylene Glycol CAS No. 1.07-21-1 TLV 50.00 ppm ACGIH Type CEIL - SECTION III - PHYSICAL DATA Appearance: Clear viscous gel eoc Gravity: 1.38 q1mI r'Pressu e: Negligible Va % Volatile: 60% by weight P Boiling Point: Above 212' F Odor None pH: 50% aqueous solution 6.9 - 7.1 % Solubility in Water: 1D0% SECTION IV - HEALTH HAZARD INFORMATION EYE CONTACT: This material may cause eye irritation. Direct contact may cause burning, tearing and redness in sensitive individuals. SKIN CONTACT: This material is essentially non -irritating. Prolonged or cause n. repeated with pre-existing ng skin disordersial softening be more �susceptiblehe � Personsto the effects of this material. INGESTION: This material may be harmful if swallowed. Ingestion of large amounts may cause nausea, mental sluggishness followed by difficulty in breathing and heart failure, kidney and brain damage, possibly death. INHALATION: Breathing high concentrations of vapors may cause nausea, dizziness or drowsiness, and irritation of the nose and throat. Pre-existing lung disorders may be aggravated by exposure to this material COMMENTS: None of the major constituents of this material have been identified as carcinogens or probable carcinogens by IARC or OSHA: Ethylene glycol may cause congenital malformations (teratogenic) in mice and rats when administered by gavage or in the drinking water during organogenesis; not teratogenic when fed in the diet. Pre- existing kidney disorders may be aggravated. by exposure to this material. ue Oawle Acute oral LDso - greater than 5 gm/kg body weight (Spra g y male and female rats). Acute dermal LDso - greater than 2 gm/kg body weight (New Zealand Albino male and female rabbits). Acute inhalation LCso - greater than 5 mg/L for 4 hours (Sprague- Dawley male and female rats). Intentional misuse by deliberately concentratirig and inhaling this material may be harmful or fatal. SECTION V EME11GENCYAND FIRSTA{D PROCEDURES EYE CONTACT: Flush eyes with clean water for 15 minutes. If irritation persists, seek medical attention. SKIN CONTACT: Remove contaminated clouting. Cleanse affected area thoroughly by washing with mild soap and water. If irritation or redness develops and persists, seek medical attention. move away INHALATION: If irritation of the nose or throat develops, from the source of exposure and into fresh air. If irritation persists, seek medical attention. If victim is not breathing, artificial respiration should be reIf administered by qualified breathing sonnets develop, Seek immed ate should medi cal attention. SECTION V - EMERGENCY AND FIRST AID PROCEDURES (Gorri.) INGESTION: SEEK EMERGENCY MEDICAL ATTENTION If the victim is drowsy or unconscious, place on the left side with the head down. Do not give anything by mouth. If victim is conscious and alert, vomiting should be induced for ingestion of more than 1 - 2 tablespoons for an adult, preferably with syrup of ipecac under direction from a physician or poison center. If syrup of ipecac is not available, vomiting can be induced by gently placing two fingers in back of throat. If large amounts are ingested, treat for borate toxicity. If possible, do not leave victim unattended. NOTE TO PHYSICIAN: Treat for exposure to glycols. Contains. borates. Monitor electrolytes. SECTION VI- REACTIVITY DATA STABILITY: Stable CONDITIONS TO AVOID: Exposure to strong oxidizing agents. INCOMPATIBILITY (MATERIALS TO _AVOID):_ This material is incompatible with strong oxidizing agents: FLnsproduct may corrode aluminum. HAZARDOUS POLYMERIZATION: Will not occur. HAZARDOUS DECOMPOSITION PRODUCTS:. Ethylene oxide, carbon monoxide, carbon dioxide. SECTION VII-FIRE AND EXPLOSION HAZARD DATA FLASH POINT:Above 220°F (Tag Closed Cup) FLAMMABLE LIMITS: Not known_ powder or universal type foam. EXTINGUISHING MEDIA: CO„ dry p FIRE AND EXPLOSION HAZARDS: This material will not readily ignite. FIRE FIGHTING PROCEDURES: Avoid inhaling smoke. The use of a SCBA is recommended for fire fighters. Water spray may be useful in minimizing vapors and cooling container exposed to heat and flame. SECTION VIII - SPILL OR LEAK PROCEDURES PRECAUTIONS IN CASE OF RELEASE OR SPILL: Absorb with organic liquid absorbent. Do not let material or washwaters enter sewers or waterways. WASTE DISPOSAL METHOD: Contact your State Pesticide, Environmental Control Agency or local authorities for proper disposal guidelines. SECTION IX -SPECIAL PROTECTION INFORMATION RESPIRATORY PROTECTION: Good ventilation. VENTILATION: Exhaust to ventilate. PROTECTIVE GLOVES: The use of solvent resistant gloves is advised. EYE PROTECTION: Use safety glasses, goggles orface shield. OTHER PROTECTIVE EQUIPMENT: It is recommended that a source of clean water be available in the work area for flushing eyes and washing skin. SECTION X - SPECIAL PRECAUTIONS HANDLING AND STORAGE PRECAUTIONS: Store between 40'F and 90°F. Do not store in direct sunlight. Keep containers tightly closed. OTHER PRECAUTIONS: Keep away from children and pets. Toxic to plants and shrubbery. The information and recommendations contained herein are based upon data believed to be correct. However, no guarantee or, warranty of any kind expressed or implied is made with respect to the information contained herein. This information and product are furnished on the condition that the persons receiving them shall make their own determination as to the suitability of the product for their particular purpose and on the condition that they assume the risk of their use thereof." O ,01-11 100 Nisus Drive, Rockford, TN 37853 800-264-0870 2 �--, �x �� www_nisuscorD.com L'E N N/�►R, . Q..Iitv:,✓.h' .Guegriry City Manager, City of Sanford 300 N. Park Avenue Sanford, FL 32771 RE: ESTOPPEL LETTER (Name of Project) Celery Estates (Permit Application Number) This ESTOPPEL LETTER is provided to the City of Sanford for reliance upon by the City of Sanford and as the basis for issuance of Permit No. for the following work: Construction of new sinqle family residences (1'he name of the owner), hereinafter referred to as the "Owner," recognizes that issuance of Permit No. will be made with numerous limitations as more particularly set forth herein. The Owner recognizes that this approval does not exempt us from complying with any.applicable building codes, land development regulations, Comprehensive Plan requirements, or exempt our site or building(s) from any applicable development regulations. By issuing Permit No. , the City does not guarantee approval of any other development orders or development permits. The Owner acknowledges and agrees that no Certificate of Occupancy will be issued by the City for the Celery Estates North until all required land development approvals have been obtained and all -required improvements have been installed, inspected and authorized for use by the City. The Owner hereby grants the City the right to deny use=of the Celery Estates North. for occupancy until all of the above referenced project is in compliance with all applicable development regulations. The Owner hereby agrees to indemnify and hold the City and its officers, employees and agents harmless for any and all losses, damage, injuries and claims in any way relating, directly or indirectly, to the permitting or construction of the above referenced project or the issuance of Permit No. The Owner also agrees to the following as additional conditions for Permit No. Lennar Homes Orlando • 101 Southhall Lane, Suite 450, Maitland, Florida 32751 " Telephone: 407-682-7266 • Fax: 407-682-4396 • CGC# 057320 • www.lennar.com L- DATE Page 2 The Owner hereby agrees to disclose the contents of this document to any and all of our successors in interest, contractors, subcontractors and agents. The undersigned further warrants that he or -she is authorized to bind the Owner and has been duly authorized to sign this document. WITNE Signature. Alice Hardway Printed/Typed Name a re Alyce Rittenhouse Printed/Typed Name STATE OF FLORIDA ) COUNTY OF SEMINOLE ) (OWNER) Signe William Graham Printed/Typed Name Division President Title The foregoing instrument was acknowledged before me this 3rd day of June 2006 by William Graham Division President for Lennar Homes /who is personally known to me or ❑ who produced their Florida Driver's License as identification. Notary Public, State of Florid Print Name: L�1/111_j z0 My Commission Expires: Qwotr,RY vo EDWARD t_ DEAN, JR. F:\SHA ENG\Dept_forms\Estoppel letter.doc * * My COMMON # DD 550907 EXPIRES: May 10, 2010 Bonded Thm BUdget Notary Se*u as r, DESCRIPTION AS FURNISFIFD.- Lot 64, CELERY ESTATES NORTH, (unrecorded) Seminole County, F lot ido. PLOT PLAN FOR/CERTIFIED TO: Lennon Hornes, Inc. LOT95 AT 89050'10" E 67.50' 3 7,4 7' LOT 64 p C97 20. 00' CONC 7.50' 40.0' W C) Lj CD PROPOSED RESIDENCE A/C C� MODEL: CAYENNE --A TWO -CAR GARAGE RIGHT IT] 1z AVC FRONT c. PORCH 18-3, 7.50' 20,00' 20 0' 0 14.8" 8.2 P T) (PT) 1 _-74 WALK DRIVE 25.20' 25.2 0' . . . . ......... . ........ 10' UTILITY EASEMENT 5" \� �� (B.11).N 89 050' 10 E 42.50 77,� 2' CURB kSyA AT IS A BEL CURVE 1: (R/W VARIES) D=90'00'00" R=26. 00' TRACT '�E" L. :::::: 9.2 7' (PRIVATE INGRESS & EGRESS) 3 C=35.36' 11� I C'.B=S 45009'50" E' X LOT 94 REVIEWED :SANFORD INNEWA LOT 65 BUILDING_ SETBACKS; = 25 SQUARE FOOTAGE, CALCULATTONS QV PROPOSED = FtNfSHED SPOT GRADE ELEVATION REAONTR= 20' PER DRAq..tqAGF P,'._AV3 '36 L ,'30 OF7:3 F) CURB): 5904± SQUARE FEET SIDE= 7.5' PROPOSED DRAINAGE FLOW , DRIVE & LEAD WALKWAY: 541±- SQUARE FEET STREET SIDE---- 15' LOT GRADING TYPE "A" SIDEWALK/APPROACH: 967± SQUARE FEET PROPOSEL) F.F. PER PLANS .. ..................................... . . ... . ..... . ... . ............ . .... . *PLOT PLAN ONLY* ICTAL LOT SQUARE FOOTAGE: 7,297± SQUARE FEET (NOT A SURVEY) & ASSOC., INC.-LA-AI71-) SUR VZ,'YORSI . .... .. .. . L UB LEGEND p PLAT P.D.L. POINT 5400 E. COLONIAL OR. ORLANDO, FL. 32807 (407)-277-32,32 FAX (407)-658-1436 ON LINE f :: f, I LD Tyr" TYPICAL NOTES: I.P. iR N PIPE p PUNT OF REVERSE CURVATURE I.R. M[IN POD RD 1-1 Or COMPOUND CURVATURE 1. THE UNDERSIGNED DOES PIC HEREBY CERTIFY THAT T741S SURVEY MEETS 77-iE MINIMUM TECHNICAL STANDARDS SET FORTH BY GR. ZONCRE TL M[]NtJHf N Y RAD. RADIA L THE FLORIDA BOARD OF PROFESSIONAL LAND SURVI.YORS IN C14APTER 61017- 6 FLORIDA ADMINISTRATIVE COVE PURSUANT _E f F R, =Iv2' Z.R. /HLB 4596 N.R. NDN-RADIAL. SECPON 472-027 FLORIDA STATUTES. RhI1CRED W,P. WITNBS POINT 2. UNLESS EMBOSSED WITH SURVEYOR'S SEAL, THIS SURVEY IS NOT VALID AND IS PRESENTED FOR INFORMATIONAL, PURPOSES ONLY. lql�N' 11 BE%HWNG CA.- U, CALCULATED P, I M REFERENC P" D,N� 1.1'F CO1jMEICEMV1,T PERMANENT REFERENCE MONUMENT �1. THIS SURVEY WAS PREPARED FROM WILE INFORMATION F T FURNISHED TO THE 5URVtrOR. THERE MAY 13E OTHER RESTRICTIONS FE jS,jEDT RI -INE IN FLLBPELEVATILN OR EASEMEN75 THAT AFFECT THIS PROPERTY, NAIL L DISK BUDDING U11 ING SETBACK LINE 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. P , 1w -9r-s;AY BE? CUM R ff,.T - �r� WA--, I 5, THIS SURVEY 15 PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED NO AND SHOULD NOT BE RELIED UPON BY ANY OTHER [NFDY DR M. DRAINAGE 6. DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SWOULD NOT BE USED TO RECONSTRUCT eOUNWY LjNrs. JT1, = UTILITY iCHAIN 7. REARINCS, ARE WED ASSUMED DATUM AND ON TPIL LINE SHOWN AS BASE BEARING (6.8) CLI C LINK FENCE w1 D.FOOL ;-FENCE 8. ELEVATIONS, IF SHOWN, ARE BkSED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929, UNLESS E 0- OTH R W'SE D O C/B C[R4CP-TF, D.[,,nrK "IF 9. CERTIF7CATE OF AUTI-IORIZATION No. 4596. SCALE I....._.......... I" = 20' DRAVIN BY, P'1� POINT CURVATOW: P. T POINT OF TANGENCY FEs_ IIE. SCRIP I TON GER77FIED BY: DATE ORDER No. RADIGS L = ARTLENGTH NGTH PLOT PLAN 5-16-06 12044-06 1 DEL.T� C IDR:: CHORD BEARING F! TITS B U) L D 1 N G/PR 0 P E F TV DOES NOT LIE WITHIN THE ESTABL'SHEO IND YEAR FLOOD PLANE Al PER 11111 X. GRUS EYERl R.L. hT 4714 "X" ME-13 W. SC P1,11.s 4801 Z01111E PANEi e12O289 0065 (0477-95) E I VERNON fl. BERRY J'w, R. L.S. j 6262 MAY 2 4 2006 BY: ... ENGINEERING SCIENCES Consultants In: Geotechnical Engineering 0 Building Inspections Environmental Sciences 0 Construction Services 3532 Maggie Blvd. 0 Orlando, FL 32811 0 (407) 423-0504 Fax: (407) 581-0313 0 tshank(c)uesorl.com Web: www.uesorl.com LIEn�G Lennar Orlando,LLC TO: DATE: June 28, 2006 ORDER NO.: N/A 101 Southhall Lane Ste Lot 64 Attention: Michael J. O'neill 450 Maitland, FL 32751 Re: Celery state North, Sanford, FL WE ARE SENDING YOU M Attached ❑ Under separate cover via ❑ Shop drawings ❑ Prints ❑ Copy of letter ❑ Change order the following items: ❑ Plans ❑ Samples ❑ Specifications * Other COPIES DATE NO. DESCRIPTION 3 6/28/06 Copies Plan review items delivered on 03/02/06 3 6128/06 Copies Plan Compliance Affidavit 3 6/28106 Copies Notice to Building Official of Use of Private Provider 3 6/28/06 Copies Private Provider Plan Review Service Agreement 3 6/28/06 Copies Resume Of Reviewer (Ken Derrick) 3 6/28106 Copies Resume Of Reviewer (Dan Canellas) 3 6/28/06 Copies Insurance Certificate for Lennar Home 3 6/28/06 Copies Insurance Certificate for City of Sanford THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ® For your use ❑ Approved as noted ❑ As requested ❑ Returned for corrections ❑ For review and comment ❑ ❑ FOR BIDS DUE REMARKS ❑ Resubmit ❑ Submit ❑ Return copies for approval copies for distribution corrected prints ❑ PRINTS RETURNED AFTER LOAN TO US Please find attached the requested documents. Please let me know if any more information is needed. COPY TO: File SIGNED: Delivered by: Docs. No. 489208 If enclosures are not as noted, kindly notify us at once. UNIVERSAL ENGINEERING SCIENCE, INC. 3532 Maggie Boulevard Orlando, FL 32811 Phone: 407-423-0504 Fax: 407-423-3106 Private Provider Plan Compliance Affidavit Private Provider Firm: Universal Engineering Sciences, Inc. Private Provider: R. Kenneth Derick, P.E. Address: 3532 Maggie Boulevard Orlando, Florida 32811 Phone: (407) 423-0504 Email: derickk(a-)uesorl.com Fax: (407) 581-0313 I hereby certify that to the best of my knowledge and belief the plans submitted were reviewed for and are in compliance with the Florida Building Code and all local amendments to the 2004 Florida Building Code by the following affiant, who is duly authorized to perform plans review pursuant to Section 553.791, Florida Statute and hold the appropriate license or certificate: Name: Celery State Nroth, Sandford, FL. A000, A101, A102, A103, A104, A201, A202, A203, A3 , 101, E102, M101, M102, S101, S201, S202, S301, S302, S401, S402, S601, 602 Florida License/Registration/Certification #(s) and descfip n: R. Kenneth Derick, P.E. — 37711 Signature of Reviewer: SWORN AND SUBSCRIBED before me by R. Kenneth Derick Bein personally known to me r having produce 'fication And who being fully sworn and cautioned, t e oregoing Is true an rr tote best of his/her knowledge or belief. Signa ure of Notary Printed Name Notary Public: NOTARY STAMP BELOW My commission expires: Doc No. 489212 Q�npY a TIF`ANY R. SHANK `*; MY COMMISSION # DD 431149 vex EXPIRES: May 19, 2009 7pndod 7hru NdarY Public Underwriters state UNIVERSAL ENGINEERING SCIENCE, INC. 3532 Maggie Boulevard Orlando, FL 32811 Phone: 407-423-0504 Fax: 407-423-3106 Notice to Building Official of Use of Private Provider Project Name: Celery State North, Sanford, FL. Parcel Tax I.D.: Services to be Provided: Plans Review X Inspections x Note: If the notice applies to either private plan review or private inspection services the Building Official may require, at his or her discretion, the private provider be used for both services pursuant to Section 553.791(2) Florida Statute. I Lennar Home Orlando, LLC the fee owner, affirm I have entered into a contract with the Private Provider Indicated below to conduct the services indicated above. Private Provider Firm: Universal Engineering Sciences, Inc. Private Provider: R. Kenneth Derick, P.E. Senior Vice President Address: 3532 Maggie Boulevard, Orlando, Florida 32811 Telephone: 407-423-0504 Fax: 407-423-3106 E-mail Address (Optional): derick uesorl.com Florida License, Registration or Certificate No.: Professional Engineer Florida License No. 37711 I have elected to use one or more private providers to provide building code plans review and/or inspection services on the building that is the subject of the enclosed permit application, as authorized by S.553.791, Florida Statutes. I understand that the local building official may not review the plans submitted or perform the required building inspections to determine compliance with the applicable codes, except to the extent specified in said law. Instead, plans review and/or required building inspections will be performed by licensed or certified personnel identified in the application. The law requires minimum insurance requirements for such personnel, but I understand that I may require more insurance to protect my interests. By executing this form, I acknowledge that I have made inquiry regarding the competence of the licensed or certified personnel and the level of their insurance and am satisfied that my interests are adequately protected. I agree to indemnify, defend, and hold harmless the local government, the local building official, and their building code enforcement personnel from any and all claims arising from my use of these licensed or certified personnel to perform building code inspection services with respect to the building that is the subject of the enclosed permit application. I understand the Building Official retains authority to review plans, make required inspections, and enforce the applicable codes within his or her charge pursuant to the standards established by S.553.791, Florida Statutes. If I make any changes to the listed private providers or the services to be provided by those private providers, I shall, within 1 business day after any change, update this notice to reflect such changes. The building plans review and/or inspection services provided by the private provider is limited to building code compliance and does not include review for fire code, land use environmental, or other codes. Page 1 of 2 Pages The following attachments are provided as required: 1. Qualification statements and/or resumes of the private provider and all duly authorized representatives 2. Proof of insurance for professional and comprehensive liability in the amount of $1 million per occurrence relating to all services performed as a private provider, including tail coverage for a minimum of 5 years subsequent to the performance of building code inspection services. Individual signature Print Name: Address: - Telephone No.: Corporation Lennar Home Orlando, LLC Print Corporation Name Partnership Print Partnership Name By: By: signature (signature) Print Name: Its: Address: Telephone No.: Please use appropriate notary block. STATE OF COUNTY OF Individual Before me, this day of , 20_, personally appeared who executed the foregoing instrument, and acknowledged before me that same was executed for the purposes therein expressed. Corporation Before me, this day of 20_, personally appeared of Corporation, on behalf of the state corporation who executed the foregoing instrument, and acknowledged before me that same was executed for the purposes therein expressed. Print Name: Its: Address: Telephone No.: Partnership Before me, this day of 20_, personally appeared Partner/agent on behalt o A partnership, who executed the foregoing instrument, and acknowledged before me that same was executed for the purposes therein expressed. Personally known or Produced identification Type of identification produced Signature of Notary Notary Public: NOTARY STAMP BELOW My commission expires: Doc No. 489215 Print Name Page 2 of 2 Pages UNIVERSAL ENGINEERING SCIENCE, INC. 3532 Maggie Boulevard Orlando, FL 32811 Phone: 407-423-0504 Fax: 407-423-3106 Private Provider Plan Review Service Agreement Doc No. 489220 Project: Celery State North, Sanford, FL. Private Provider Firm: Universal Engineering Sciences, Inc. Private Provider Name: R. Kenneth Derick, P.E., Senior Vice President Address: 3532 Maggie Boulevard, Orlando, FL 32811 Phone: (407) 423-0504 Fax: (407) 581-0313 Names, License/Certificate Numbers, and License description of provider and duly authorized agents who will be providing services for this project. Name I License # License Type Dionisio Canellas I PE 49771 Licensed Professional Engineer As a private inspection service provider for this project, I have read and agree to be bound to the provi- sions of State Statute 553.791. 1 further agree and understand that only the above listed personnel may perform inspections on this project and that if for an son the inspection personnel should change, or if any person listed above should di contint o qu Ity as a duly authorized agent, you will be notify in writing immediately. Signature of Private Provide /�— Date: 6/28/06 SWORN AND SUBSCRIBED before me by Being personally known to e, or avin R. Kenneth Derick andho being fully sworn an c boned, state that the Ns/ er knowledge oAbelief.^ A ification U D v Sig'kat6re of Notary Printed Name Notary Stamp: My commission expires: (R.SNANK SAP r• p�- *= MY COMMISSION # DD 431149 _ • Qa EXPIRES: May 19 2009 '<• o BondedThru Notary Public Underwriters the best of Threshold / Private Provider Inspection and Plan Review Construction Materials Testing • Geophysical Services Environmental Sciences • Geotechnical Engineering Biographical Data R. KENNETH DERICK M.S. P.E. Vice President - Geotechnical, Solid Waste and Construction Services Orlando Regional Manager Expertise Geotechnical Engineering, Construction and Environmental Services Academic Background 1975/Georgia Institute of Technology/Bachelor of Science in Civil Engineering 1977/Georgia Institute of Technology/Master of Science in Civil Engineering Registrations 1979/Professional Engineer, Florida, No. 37711; Also: Alabama, Mississippi, Louisiana, Kentucky, Maryland, Georgia, North Carolina, South Carolina, Ohio, Texas, Tennessee, and Virginia. Certifications Nuclear Density Gauge Licensed Certified Structural Masonry Inspector Experience Mr. Derick holds an advanced degree in civil engineering with emphasis on structural and geotechnical engineering. He has over 31 years experience performing and managing engineering work for geotechnical, construction materials testing, building construction inspections, and environmental projects in the eastern, southeastern, and Gulf South regions of the United States. These projects were performed for private developers, local, state and federal governments, and industrial complexes. As Universal Engineering Sciences Corporate Vice President, and Orlando Regional Manager, Mr. Derick is responsible for the performance, staffing and administration of all engineering, solid waste, and construction testing and building inspection projects. In. addition to performing building inspection services, geotechnical analysis and foundation recommendations for select projects, he also provides peer review for building inspections, Related water intrusion studies, condominium conversions, and property condition surveys. Projects Building Construction Mr. Derick has been involved with building construction and inspection since 1977. Projects and clients he has served for design, inspection and troubleshooting include: • International Paper Company, Woodlands Division Office, Gurden, Arkansas. This 3,000 square feet office was constructed under Mr. Derick's design and inspection. • Private Residence, Lilburn, Georgia. Mr. Derick was the Engineer of Record responsible for the design and construction of this 6,000 square feet 4-story residential home. U.S. Homes Corporation, Central Florida. Mr. Derick serves as a senior troubleshooter. for water intrusion, structural and foundation related problems. Lennar Homes Corporation, Clermont, Florida Division. Mr. Derick serves as senior troubleshooter. for water intrusion, structural and foundation related problems. "Committed to Service" treshold / Private Provider Inspection and Plan Review Construction Materials Testing • Geophysical Services Environmental Sciences • Geotechnical Engineering Biographical Data Residential Eagle Creek Development.. Mr. Derick is the engineer -of -record for this 1,200 acre golf course community. The project is in an environmentally sensitive area adjacentto Lake Hart. Universal Engineering Sciences, Inc. performed all geotechnical, environmental and hydrogeological modeling(using ModFlow) of the pre- and post - development conditions. Avalon Development, Orange County, Florida. Mr. Derick has been involved in all phases of the Avalon Development. As project manager, Mr. Derick has provided and reviewed all geotechnical engineering services for the Avalon Development. These services included organizing and coordinating drilling and excavation operations, classifying soil samples, identifying suitable sources of fill material, determining existing and seasonal high groundwater levels, modeling pre- and post -development groundwater table patterns, designing and reviewing under drain placements and performing slope stability analyses. Perico Island Condominiums, Bradenton, Florida. This Arvida condominium project consists of numerous 12-story structures, retention ponds (lakes), and infrastructure development on an island near Bradenton, Florida. Mr. Derick is the engineer -of -record for this project and provided the principal review of all reports, assisted in the design of foundations, and assisted in the environmental assessment of the property. Victoria Park, DeLand, Florida. This project is a 2000 acre residential and commercial development being planned and constructed by Arvida. The development is a golf course community and commercial development in an area of Central Florida that spans over the Deland fault, a complex hydro geological area. Mr. Derick is the principal consultant on this project reviewing all of the hydrological modeling, which is performed using Visual Modflow. The responsibilities on this project also include geotechnical evaluation of the commercial buildings, pond routing analysis, and road design and upgrading for the increased traffic. Winding Hollow Subdivision, Winter Springs, Florida. Mr. Derick Provided geotechnical engineering services for this 570-acre subdivision. The work included recommendations for pavement design, bridge design, utility design, storm water management systems, and site preparation. Design considerations included relatively high water table conditions and organic soils which required removal. Geogrid Retaining Wall; Atlanta, Georgia. A 40-foot near vertical slope was failing adjacent to a condominium development and large rocks and debris were damaging the residential units. Mr. Derick designed a 20-foot high retaining wall with sloping backfill, using geogrids for the anchorage. There was only fifteen (15) to twenty-five (25) feet of space between the slope and buildings to construct the wall making this project extremely challenging. Country Club of Mount Dora Community Development District, Mount Dora, Florida. Mr. Derick has provided geotechnical engineering services for this community development district. Work scope included recommendations pertaining to pavement design, storm water management systems, utility construction and site preparation. "Committed to Service" ,/ ca,rueu / t-rivaae rrowaer inspection and Plan Review construction Materials Testing • Geophysical Services Environmental Sciences • Geotechnical Engineering Biographical Data • Ventura Subdivision Pavement Evaluation, Orlando, Florida. Evaluated the cause of pavement failures and projected remaining pavement life. Provided recommendations for pavement repair and drainage improvements. • Tunica Housing; Tunica Hills, Louisiana. Housing for prison officials was placed on steep hills along the Red River bluffs. Mr. Derick provided foundation design, site preparation recommendations, and stability analysis for this site. • Residence; Falls Church, Virginia. A major house addition called for construction of a two-story house addition beside a 80 foot slope. Mr. Derick analyzed both the short and long-term properties of the slope soils and provided recommendations for proper construction set -back to preclude loss of property and slope failures which would affect the residence. • Haulten Hall Condominiums, Atlanta, Georgia. Driven piling design, specifications, and pile load testing was furnished for Haulten Hall, a 6-story concrete, multi -residential structure on Pharr Road in Atlanta, Georgia. Construction testing and monitoring was provided during project development, including pile load testing of production piling. • Stoneybrook West Subdivision. Mr. Derick is the engineer -of -record for this 1,500 acre golf course community located at the Orange County / Brevard County line. This development was constructed on an area of high groundwater and wetlands and is a premier development in East Orlando. • Stoneybrook East Subdivision. Mr. Derick is the engineer -of -record for this 1,200 acre golf course / lake front community in West Orange County. Bridges / Roadways • 1993 FDOT Construction Material Inspection and Testing Contract, District 5. Mr. Derick served in the capacity of Project Quality Assurance Manager responsible for ensuring laboratory testing was performed properly, personnel has up to date certifications, and verifying any deficiencies in personnel activities were corrected to the satisfaction of FDOT. Professional Affiliations American Society of Civil Engineers Florida Engineering Society Florida Institute of Consulting Engineers National Society of Professional Engineers National Council of Engineering Examiners American Society of Testing Materials Publications "Groundwater Protection for Sanitary Landfills in the Saturated Zone," Co-authored with Dr, Gordon P. Boutwell, Jr., P.E.; for National Solid Waste Management Association, 1986. "Hydraulic Fracturing of Nondispersive Clay Dam", Co-authored with Dr. Dan Brown, P.E.; for American Society of Civil Engineers National Convention, 198G. Universal Office Orlando, Florida Years with Universal 14 (1991) "Committed to Service" Threshold/ Private Provider Inspection and Plan Review Construction Materials Testing • Geophysical Services Environmental Sciences • Geotechnical Engineering Biographical Data DIONISIO (DAN) I. CANELLAS, P.E. Project Engineer Expertise Mechanical, Electrical, Plumbing (MEP), HVAC Systems — Design and Inspection Academic Background B.S., Mechanical Engineering, University of Southwestern Louisiana, Lafayette, Louisiana Registrations Professional Engineer, Florida, 1995, No. 49771 Professional Engineer, Commonwealth of Puerto Rico, 1973, No. 6963 Experience Mr. Canellas has over 44 years of experience in Mechanical, Electrical, Plumbing (MEP), HVAC systems design and inspection. As a mechanical engineer, Mr. Canellas has been responsible for the design of heating, ventilation and air conditioning systems, piping for chilled water, steam and compressed air, involved in maintenance and preventive programs. This experience includes design, expansion and installation of mechanical systems for various well-known multinational pharmaceutical companies, manufacturing companies and schools. Mr. Canellas has served several firms as Senior Mechanical Engineer and MEP consultant responsible for HVAC systems and related piping (chilled water and steam) design for numerous health, correctional, industrial, hospitality, retail, restaurant and educational facilities. Mr. Canellas' experience also includes plan review and specification writing for various industrial and pharmaceutical firms. He has served as Department Supervisor, Mechanical Engineer, Maintenance Engineer, HVAC Project Engineer, Senior Mechanical Engineer, MEP Consultant, and Mechanical Department Manager. In his current position with Universal Engineering Sciences, Inc. (Universal), Mr. Canellas is responsible for private provider and building inspections, project oversight, and plan review. Related Projects o Colonial Village, Sanford, Seminole County, Florida. Mr. Canellas is serving as MEP project engineer/inspector for this 35.8-acre residential project involving seventeen 3-story buildings consisting of 20 to 24 individual residential units each (470 total apartments). u Royal Palm Village Phase III Clubhouse, Haines City, Polk County, Florida. Mr. Canellas is serving as MEP project inspector for this building project. Gentry Park Townhomes, Orange County, Florida. Mr. Canellas is serving as Private Provider Inspector for this new residential (multi -family dwelling) building project pursuant to 553.791 of the Florida Statutes and in accordance with Section 105.6 of the Florida Building Code. Elements being inspected by Mr. Canellas include: Plumbing underground rough -in, second plumbing rough -in plumbing, final plumbing; Mechanical underground, mechanical rough -in, mechanical final; Electrical underground, electrical rough -in, electrical final; Footing/stem-wall; Monolithic slab -on -grade, termite certification; Lintel/tie beams, vertical cells/columns; Engineered trusses/bracing/tie-down connectors; Roof/wall sheathing and fasteners; Roof/wall dry-in/flashing; Framing/window/door framing/draft stopping/fire blocking/accessibility; Gas rough -in, piping and final (if applicable); Energy insulation; and Roof covering final For Previous Employer— Marina Village, Bahamas. Mr. Canellas provided HVAC system design for four luxury restaurants and 28 retail stores. "Committed to Sen9ce" ireshold / Private Provider Inspection and Plan Review Construction Materials Testing • Geophysical Services Environmental Sciences • Geotechnical Engineering Biographical Data For Previous Employer — Various Industrial and Commercial Facilities, Puerto Rico. Mr. Canellas provided design of mechanical and HVAC systems for various industrial facilities, pharmaceutical plants, hospitals, etc. For Previous Employer — Various Judicial, Commercial, Medical and Educational Facilities, Florida and Texas. Mr. Canellas provided design of mechanical and HVAC systems for various industrial facilities, correctional facilities, hospitals, etc. For Previous Employer— NASA, Cape Canaveral, Florida. Mr. Canellas was the Senior Mechanical Engineer in charge of design of HVAC systems for NASA Space Station Processing Facility and NASA Office Space Facility: Professional Affiliations ASHRAE (American Society of Heating, Refrigeration and Air Conditioning Engineers) Universal Office Orlando, Florida Years with Universal 1 (2004) Years with Other Firms 43 "Committed to Service" From`: Prisalla Berry Ot: J Rolf Davis Ins. FaxID: To: Vitalia Date: 6112006 04:27 PM Page: 2 of 10 ACORD CERTIFICATE OF LIABILITY INSURANCE P DATE (MM/DD/ UNIVEIVENG 06/O1/0/06 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE J Rolfe Davis Insurance HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR P.O. Box 945255 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Maitland FL 32794-5255 Phone : 407-691-9600 INSURERS AFFORDING COVERAGE NAIC # INSURED INSURER A: Hudson Spec,Ins.Co. (Freberg) universal Engineering SClenCeS INSURER B: Zurich -American Ins. (Orlando) 16535 Inc ; etal INSURER C: Great American ins. (Marietta) 3532 Magkge Blvd. INSURER D: Orlando FL 32811 INSURER E: U V V MKAtJMal. THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR INSR TYPE OF INSURANCE POLICY NUMBER POLICY EFFEC;TIVE DATE (MM/DD/YY) DATE (MM/DD/YY) LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 2 0 0 0 0 0 0 A X COMMERCIAL GENERAL LIABILITY CLAIMS MADE � OCCUR FEC6102911 07/17/05 07/17/06 PREMISES(Eaoccurence) $ 50000 MED EXP (Any one person) $ 50 0 0 X Incl s X, C, U BLXT WAIVER SUBROGATION PERSONAL & ADV INJURY $ 2 0 0 0 0 0 0 X Blanket Contract. IF RE¢ WRITTEN CONTRACT GENERAL AGGREGATE $ 4000000 GEML AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG $ 4 0 0 0 0 0 0 POLICY X PRO LOC JECT B AUTOMOBILE LIABILITY ANY AUTO BAP279579705 05/01/06 07/17/07 COMBINED SINGLE LIMIT (Ea accident) $ 1000000 X ALL OWNED AUTOS SCHEDULED AUTOS BODILY INJURY (Per person) $ HIRED AUTOS NON -OWNED AUTOS X BODILY INJURY (Per accident) $ X PROPERTY DAMAGE (Per accident) $ GARAGE LIABILITY AUTO ONLY - EA ACCIDENT $ ANY AUTO OTHER THAN EAACC $ $ AUTO ONLY: ASS EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE $ 9000000 C X OCCUR ❑ CLAIMSMADE TUU554486402 05/01/06 07/17/07 AGGREGATE $ 9000000 $ RDEDUCTIBLE X RETENTION $ 10 0 0 0 $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY - TORY LIMITS ER E.L. EACH ACCIDENT $ ANY PROPRIETOR/PARTNER/EXECUTIVE E.L. DISEASE - EA EMPLOYEE $ OFFICER/MEMBER EXCLUDED? If yes, describe under E.L. DISEASE - POLICY LIMIT $ SPECIAL PROVISIONS below OTHER A Professional and FEC6102911 07/17/05 07/17/06 F Ea Claim 2000000 Pollution Liab. Aggregate 4000000 DESCRIPTION OF OPERATIONS I LOCATIONS 1 VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS General Liability policy includes a blanket additional insured endorsement for the Certificate Holder if required by written contract. Policy Limits are shared for #FEC6102911. Liability is limited to loss or damage arising out of negligent acts of the insured. *Except as required by FL Statute. RE: Flagship Parke; Project No.: 453608 CERTIFICATE HOLDER CANCELLATION City of Sanford Building Department P.O. Box 1788 Sanford FL 32772-1788 CITYSAN SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 * DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. ACORD 25 (2001108) © ACORD CORPORATION 198E riorn: rnscma oerry ru. i moii uavis ins. rawu. i o. viiana Uate: 6/ireuutj U4:2/ PM Page: 3 of 10 IMPORTANT If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). DISCLAIMER The Certificate of Insurance on the reverse side of this form does not constitute a contract between the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon. ACORD 25 (2001/08) 1-rom: t nSalla nerry /-\I: J KOIT uavls Ins. raxiu: I o: viialia Date: 6/12006 04:27 PM Page: 4 of 10 ACORD CERTIFICATE OF LIABILITY INSURANCE OP ID P DATE(MWDD/YYYY) UNIVENG 06/01/06 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE J Rolfe Davis Insurance HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR P.O. Box 945255 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Maitland FL 32794-5255 Phone: 407-691-9600 INSURERS AFFORDING COVERAGE NAIC # INSURED INSURER A: Amerisure Mutual Ins. Co. 23396 INSURER B' Universal Engineering Sciences Inc. INSURERC: 3532 Maggie3Blvd. INSURERD: Orlando F INSURER E: — V V CRHta C.J THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR INSR TYPE OF INSURANCE POLICY NUMBER DATE (MM/DD/YY) DATE (MM/DD/YY) LIMITS GENERAL LIABILITY EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY CLAIMS MADE F7 OCCUR PREMISES (Ea occurence) $ MED EXP (Any one person) $ PERSONAL & ADV INJURY $ GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER. PRODUCTS - COMP/OP AGG $ POLICY F jEa F7 LOC AUTOMOBILE LIABILITY ANY AUTO COMBINED SINGLE LIMIT (Ea accident) $ ALL OWNED AUTOS SCHEDULED AUTOS BODILY INJURY (Per person) $ HIRED AUTOS NON -OWNED AUTOS BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ GARAGE LIABILITY AUTO ONLY - EA ACCIDENT $ OTHER THAN EA ACC $ ANY AUTO $ AUTO ONLY: AGG EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR ❑ CLAIMS MADE AGGREGATE $ $ DEDUCTIBLE $ RETENTION $ A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE WC200565604 01/01/06 01/01/07 X TORV LIMITS I I ER E.L. EACH ACCIDENT $ 1000000 E.L. DISEASE - EA EMPLOYEE $ 10 0 0 0 0 0 OFFICER/MEMBER EXCLUDED? If yes, describe under SPECIAL PROVISIONS below E.L. DISEASE -POLICY LIMIT $ 1000000 OTHER DESCRIPTION OF OPERATIONS / LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS Workers Comp. policy includes a blanket waiver of subrogation in favor of the certificate holder if required by written contract. *Except as required by Florida Statute. CERTIFICATE HOLDER CANCELLATION City of Sanford Building Department P.O. Box 1788 Sanford FL 32772-1788 CITYSAN SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10* DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. ACORD 25 (2001/08) © ACORD CORPORATION 1988 — VI I I. rl l�UIIG OCI I Y P L. J RVII L cl VR9 If Imo. raR1 U. IV. V Ra11a Uaie: o/-IlLuuo u'}:L/ rlVl rage: o oT 'iu IMPORTANT If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). DISCLAIMER The Certificate of Insurance on the reverse side of this form does not constitute a contract between the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon. ACORD 25 (2001108) i I v ... ri iou .... y — a I —. —I...... rdXIL.J. IV. V.—IG Uate: tjnil4uUti U4:L/ t m rage: ti OT I ACORD CERTIFICATE OF LIABILITY INSURANCE OP ID P DATE(MM/DO/YYYY) UNIVENG 06/01/06 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE J Rolfe Davis Insurance HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR P.O. Box 945255 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Maitland FL 32794-5255 Phone : 407 -6 91-9600 INSURERS AFFORDING COVERAGE NAIC # INSURED INSURER A: Amerisure Mutual Ins. Co. 23396 INSURER B: Universal Engineering Sciences Inc. INSURERC: 3532 MaggieBlvd • INSURER D: 3 Orlando FL INSURER E: U V GRHtoCJ THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR INSRE TYPE OF INSURANCE POLICY NUMBER DATE (MM/DD/YY) DATE (MM/DD/YY) LIMITS GENERAL LIABILITY EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY CLAIMS MADE OCCUR PREMISES (Ea occurence) $ MED EXP (Any one person) $ PERSONAL & ADV INJURY $ GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGO $ POLICY 7 PEa F7 LOC AUTOMOBILE LIABILITY ANY AUTO COMBINED SINGLE LIMIT (Ea accident) $ ALL OWNED AUTOS SCHEDULED AUTOS BODILY INJURY (Per person) $ HIRED AUTOS NON -OWNED AUTOS BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ GARAGE LIABILITY ALTO ONLY - EA ACCIDENT $ OTHER THAN EA ACC $ ANY AUTO $ AUTO ONLY: AGO EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR ❑ CLAIMS MADE AGGREGATE $ $ DEDUCTIBLE $ RETENTION $ A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE WC200565604 01/01/06 01/01/07 X TORY LIMITS ER E.L. EACH ACCIDENT $ 1000000 E.L. DISEASE - EA EMPLOYEE $ 10 0 0 0 O 0 OFFICER/MEMBER EXCLUDED? If yes, describe under SPECIAL PROVISIONS below E.L. DISEASE -POLICY LIMIT 1 $ 1000000 OTHER DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS Workers Comp. policy includes a blanket waiver of subrogation in favor of the certificate holder if required by written contract. *Except as required by FL Statute. RE: Lennar Corp, including all of its divisions,subsidiaries, partners, partnerships, shareholders, affiliated companies, successors & assigns, officers, directors, agents, servants and employees. CERTIFICATE HOLDER CANCELLATION Lennar Corporation Insurance Compliance P O Box 12010-LC Hemet CA 92546-8010 LENNCOR SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 * DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AU_T4,1M9IZE0 REPRESENTATIVE ACORD 25 (2001108) ©ACORD CORPORATION 19t18 WaL=. of utvuv u-r.41 riw rays. i ui iv IMPORTANT If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). DISCLAIMER The Certificate of Insurance on the reverse side of this form does not constitute a contract between the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon. Aitb1115 25 (26609) ri urn: r-nsuua oerry hi: j moir L avis ims. ramw: i o: vitaua uate: td/iuuut3 U4:zt Hm rage: 8 Of 1U ACORD CERTIFICATE OF LIABILITY INSURANCE OP ID Q DATE(MM/DD/YYYY) UNIVENG 06/01/06 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE J Rolfe Davis Insurance HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR P.O. Box 945255 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Maitland FL 32794-5255 Phone : 407-691-9600 INSURERS AFFORDING COVERAGE NAIC # INSURED INSURER A: Hudson spec.Ins.Co. (Freberg) universal Engineering Sciences INSURER B: Zurich -American Ins. (Orlando) 16535 Inc ; etal INSURERC: Great American Ins.Co. . 3532 Magc i 32811. INSURER D Orlando F INSURER E: (.0 V tKACatb THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES, AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR INSRCI TYPE OF INSURANCE POLICY NUMBER DATE (MM/DD/YY) DATE (MM/DD/YY) LIMITS GENERAL LIABILITY - EACH OCCURRENCE $ 2000000 A X X COMMERCIAL GENERAL LIABILITY CLAIMS MADE FXJ OCCUR FEC6102911 07/17/05 07/17/06 PREMI'SE S(Eaoccurue nca) $ 50000 MED EXP (Any one person) $ 50 0 0 X Incl s X, C r U BLKT WAIVER SUBROGATION PERSONAL & ADV INJURY $ 2 0 0 0 0 0 0 X Blanket Contract. GENERAL AGGREGATE $ 4000000 IF REQ WRVPMN CONTRACT GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG $ 4 0 0 0 0 0 0 POLICY X jET LOC B AUTOMOBILE LIABILITY ANY AUTO BAP27957970S 05/01/06 07/17/07 COMBINED SINGLE LIMIT (Ea accident) $ 1000000 X ALL OWNED AUTOS SCHEDULED AUTOS BODILY INJURY (Per person) $ HIRED AUTOS NON -OWNED AUTOS X BODILY INJURY (Per accident) $ X P1 PROPERTY DAMAGE (Per accident) $ GARAGE LIABILITY AUTO ONLY - EA ACCIDENT $ OTHER THAN EA ACC $ ANY AUTO $ AUTO ONLY'. AGG EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE $ 9000000 C X I OCCUR ❑ CLAIMSMADE TUU554486402 05/01/06 07/17/07 AGGREGATE $ 9000000 $ DEDUCTIBLE X RETENTION $ 10000 $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE TORY LIMITS ER E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYEE $ OFFICERIMEMBER EXCLUDED? If yes, describe under E.L. DISEASE- POLICY LIMIT $ SPECIAL PROVISIONS below OTHER A Professional and FEC6102911 07/17/05 07/17/06 Ea Claim 2000000 Pollution Liab. I I I Aggregate 4000000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS The General Liability policy includes blanket additional insured endorsement & blanket waiver of subrogation endorsement for the certificate holder if required by written contract. Liability is limited to loss or damage arising out of negligent acts of the insured. *Except as required by Florida Statute. SEE ATTACHED HOLDER NOTE PAGE CERTIFICATE HOLDER CANCELLATION Lennar Corporation RE: LC00002661 Insurance Compliance P.O. Box 12010-LC Hemet CA 92546-8010 LENNCOR SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 * DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. ACORD 25 (2001/08) © ACORD CORPORATION 1988 IMPORTANT If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). DISCLAIMER The Certificate of Insurance on the reverse side of this form does not constitute a contract between the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon. ACORD 25 (2001/08) rl vn riro o 1Y / L. � rerun va vio ulo. rani v. ,— vl '. L ULC. O/ 11C000 wJ .L/ rIV1 rage: iv or IV Additional Insured is Lennar Corporation, including all of its divisions, subsidiaries, partners, partnerships, shareholders, affiliated companies, successors and assigns, officers, directors, agents, servants and employees, but only with respect to legal liability or claims caused by, arising out of, or resulting from the work and/or acts of the named insured or of others performed on behalf of the named insured (see CG 20107 /04 and CG 2037 7/04) attached). Policy limits are shared for #FEC6102911. The General Liability insurance shall be considered primary to any similar insurance held by third parties in respect to work (performed by you under any written contractual agreement with such third party. It is further agreed that any other insurance which the person(s) or orgainization(s) named in the schedule may have is excess and non-contributory to this insurance. 6: FORM 60OA-2004 EnergyGauge® 4.0 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Nam- rAV1=NN1z Builder: LENNAR ORLANDO Address: Celery Ave Estates Lot 64 Permitting Office: City, State: Sanford, FL Phase 1 Permit Number: Owner: Jurisdiction Number: Climate Zone: Central I . Newconstruction or existing New 2. Single family or multi -family Single family _ 3. Number of units; if multi -family 1 4. Number of Bedrooms 5 _ 5. Is this a worst case? Yes _ b: Conditioned floor area (ftz) 3037 fV _ 7. Glass typel and area: (Label regd. by 13-104.4.5 if not default) a. U-factor: Description Area (or Single or Double DEFAULT) 7a(Sngle Default)314.0 ft' b. SHGC: (or Clear or Tint DEFAULT) 7b. (Clear)314.0 ft' _ 8. Floor types a: 'Slab-On-Grade'Edge Insulation R=0.0, 209.5(p) ft _ b. Raised "Wood, Adjacent R=l 1.0, 384.Oftz _ c. N/A _ 9. Wall types a. Concrete, Int Insul, Exterior R=4.1, 933-0 ft' b. Frame, Wood, Exterior R=11.0, 1245.0 ft' _ c. Frame, Wood, Adjacent R=11-0, 345.0 ft' d. N/A _ e. N/A _ 10. Ceiling types a. Under Attic R=30.0, 1730.0 ft' b. N/A _ c. N/A 11. Ducts _ a. Sup: Unc. Ret Unc. AH(Sealed):Garage Sup, R=6.0, 1.0 ft b. Sup: Una Ret. Unc. AH(Sealed):Interior Sup. R=6.0, I -O ft 12. Cooling systems a. Central Unit b. Central Unit c. N/A 13. Heating systems a. Electric Heat Pump b. Electric Heat Pump c. N/A 14. Hot water systems a. Electric Resistance b. N/A c. Conservation credits (HR-Heat recovery, Solar DHP-Dedicated heat pump) 15. HVAC credits (CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, MZ-C-Multizone cooling, MZ-H-Multizone heating) Glass/Floor Area: 0.10 Total as -built points: 35299 PASS Total base points: 42049 I hereby certify that the plans and specifications covered by this calculation are in complia with the Florida Energy Code. PREPARED BY• DATE: I hereby certify that this building, igned, is m compliance with the Florida 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 Statues, OWNER/AGENT: DING OFFICIAL: DATE: DATE: 06101/O6 1 Predor. _... , _. _ _. __-__. _.._ _. _ Summer & Winter Glass output on pages 2&4. EnergyGauge® (Version: FLRCSB v4.0) Cap: 29.0 kBtu/hr _ SEER:13.00 _ Cap: 29.0 kBtu/hr SEER: 13.00 Cap: 13.0 kBtu/hr _ HSPF:8.30 _ Cap: 13.0 kBtu/hr HSPF: 8.30' Cap: 50.0 gallons EF: 0.90 _ f�: PT, FORM 60OA-2004 EnergyGauge® 4.0 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE I AS -BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Floor Area Type/SC .18 3037.0 25.78 14092.9 Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear As -Built Total: WALL TYPES Area X BSPM = Points Type Adjacent 34.5.0 0,70 241.5 Concrete, Int Insul, Exterior Exterior 2178.0 1.90 4138.2 Frame, Wood, Exterior Frame, Wood, Adjacent Base Total: 2523.0 4379.7 As -Built Total: DOOR TYPES Area X BSPM = Points Type Adjacent 19.0 1.60 30.4 Adjacent Insulated 1 Exterior 20.0 4.80 96.0 Exterior Insulated Overhang Omt Len Hgt Area X SPM X SOF = Points E 1.0 6.0 16.0 63.97 0.97 991.6 W 1.0 6.0 23.0 57.68 0.97 1284.9 W 1.0 6.0 23.0 57.68 0.97 1284.9 W 1.0 6.0 23.0 57.68 0.97 1294.9 W 1.0 6.0 16.0 57.68 0.97 893.8 S 1.0 6.0 32.0 48.22 0.94 1456.8 E 1.0 4.0 7.0 63.97 0.92 410.4 E 1.0 6.0 32.0 63.97 0.97 1983.2 N 1.0 4.0 7.0 30.19 0.94 198.6 N 1.0 15.0 16.0 30.19 1.00 481.0 E 1.0 16.8 41.0 63.97 1.00 2613.8 W 6.0 17.0 7.0 57.68 0.84 339.7 W 1.0 15.0 32.0 57-68 1.00 1838.8 S 1.0 15.0 23.0 48.22 0.99 1101.5 E 1.0 15.0 16.0 63.97 1.00 1019.4 314.0 17183.2 R-Value Area X SPM = Points 4.1 933.0 1.18 1100.9 11.0 1245.0 1.90 2365.5 11.0 345.0 0.70 241.5 2523.0 3707.9 Area X SPM = Points 19.0 1.60 30.4 20.0 4.80 96.0 Base Total: 39.0 126.4 As -Built Total: 39.0 126.4 CEILING TYPES Area X BSPM = Points 1 Type R-Value Area X SPM X SCM = Points Under Attic 1730.0 2.13 3684.9 Under Attic 30.0 1730.0 2.13 X 1.00 3684.9 Base Total: 1730.0 3684.9 As -Built Total: 1730.0 3684.9 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab Raised 209.5(p) -31.8 384.0 -3.43 -6662.1 -1317.1 Slab -On -Grade Edge Insulation Raised Wood, Adjacent 0.0 209.5(p -31.90 11.0 384.0 1.80 -6683.0 691.2 Base Total: Total: EnergyGauge® DCA Form 60OA-2004 EnergyGauge®/FlaRES'2004 FLRCSB v4.0 it FORM 60OA-2004 EnergyGauge®4.0 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: BASE AS -BUILT INFILTRATION Area X BSPM = Points Area X SPM = Points 3037.0 14.31 43459.5 3037.0 14.31 43459.5 Summer Base Points: 57764.1 Summer As -Built Points: 62170.1 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) (sys 1: Central Unit 29000 btuh ,SEER/EFF(13.0) Ducts: Unc(S),Unc(R),Gar(AH),R6.0(INs) 62170 0.50 (1.09 x 1.150 x 0.95) 0.262 0.950 8739.0 (sys 2: Central Unit 29000 btuh ,SEERIEFF(13.0) Ducts: Unc(S),Unc(R),Int(AH),R6.0(INS) 62170 0.50 (1.09 x 1.150 x 0.85) 0.262 0.950 8739.0 57764.1 0.4266 24642.2 1 62170.1 1.00 1.128 0.262 0.950 17477.9 EnergyGaugelm DCA Form 60OA-2004 EnergyGauge®/FlaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge® 4.0 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: . BASE AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point .18 3037.0 5.86 3203.4 Single, Clear E 1.0 6.0 16.0 12.37 1.01 199.7 Single, Clear W 1.0 6.0 23.0 13.25 1.00 305.5 Single, Clear 1 W 1.0 6.0 23.0 13.25 1.00 305.5 Single, Clear W 1.0 6.0 23.0 13,25 1.00 305.5 Single, Clear W 1.0 6.0 16.0 13.25 1.00 212.5 Single, Clear S 1.0 6.0 32.0 9.90 1.01 319.4 Single, Clear E 1.0 4.0 7.0 12.37 1.02 88.2 Single, Clear E 1.0 6.0 32.0 12.37 1.01 399.4 Single, Clear N 1.0 4.0 7.0 15.07 1.00 105.1 Single, Clear N 1.0 15.0 16.0 15.07 1.00 240.9 Single, Clear E 1.0 16.8 41.0 12.37 1.00 508.4 Single, Clear W 6.0 17.0 7.0 13.25 1.02 94.9 Single, Clear W 1.0 15.0 32.0 13.25 1.00 423.7 Single, Clear S 1.0 15.0 23.0 9.90 1.00 226.9 Single, Clear E 1.0 15.0 16.0 12.37 1.00 198.5 As -Built Total: 314.0 3934.0 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 345.0 1.80 621.0 Concrete, Int Insul, Exterior 4.1 933.0 3.31 3083.6 Exterior 2178.0 2.00 4356.0 Frame, Wood, Exterior 11.0 1245.0 2.00 2490.0 Frame, Wood, Adjacent 11.0 345.0 1.80 621.0 Base Total: 2523.0 4977.0 As -Built Total: 2523.0 6194.6 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 19.0 4.00 76.0 Adjacent Insulated 19.0 4.00 76.0 Exterior 20.0 5.10 102.0 Exterior Insulated 20.0 5,10 102.0 Base Total: 39.0 178.0 As -Built Total: 39.0 178.0 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 1730.0 0.64 1107.2 Under Attic 30.0 1730.0 0.64 X 1.00 1107.2 Base Total: 1730.0 1107.2 As -Built Total: 1730.0 1107.2 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 209.5(p) -1.9 -398.0 Slab -On -Grade Edge Insulation 0.0 209.5(p 2.50 523.8 Raised 384.0 -0.20 -76.8 Raised Wood, Adjacent 11.0 384.0 1.80 691.2 Base Total: -474.8 As -Built Total: 593.5 1214.9 EnergyGauge(b DCA Form 96OA-2004 EnergyGaugAJFI6IQ19'2004 FLRCSB A-0 FORM 60OA-2004 EnergyGauge® 4.0 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: BASE AS -BUILT INFILTRATION Area X BWPM = Points Area X WPM = Points W37.0 -0.28 -850.4 3037.0 -0.28 -850.4 Winter Base Points: 8140.4 Winter As -Built Points: 11778.3 Total Winter X System = Heating Total X Cap X Duct . X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) (sys 1: Electric Heat Pump 13000 btuh ,EFF(8.3) Ducts: Unc(S),Unc(R),Gar(AH),R6.0 11778.3 0.500 (1.078 x 1.160 x 0.95) 0A11 0.950 2623.7 (sys 2: Electric Heat Pump 13000 btuh ,EFF(8.3) Ducts: Unc(S),Unc(R),1nt(AH),R6.0 11778.3 0.500 (1.078 x 1.160 x 0.87) 0.411 0.950 2623.7 8140.4 0.6274 5107.3 1 11778.3 1.00 1.140 0.411 0.950 5247.3 EnergyGaugeT" DCA Form 600A-2004 EnergyGauge®/FIaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge® 4.0 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #': I BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total. Bedrooms Volume Bedrooms Ratio Multiplier 5 2460.00 12300.0 50.0 0.90 5 1.00 2514.67 1.00 12573:3 As -Built Total: 12573.3 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points = Total Points Cooling Points + Heating + Hot Water = Total Points Points Points 24642 5107 12300 42049 17478 5247 12573 35299 EnergyGaugeTm DCA Form 60OA-2004 EnergyGauge®/FIaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge® 4.0 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft. window area; .5 cfm/s _ft. door; area. Exterior & Adjacent Walls 606.1ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wa foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8":sealed unless backed by truss orjoint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the. erimeter,penetrations and seams. - Ceilings 606.1ABC. 1.2.3 Between walls. & ceilings; penetrations of ceiling plane of top floor; around shafts, chas soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plat attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, atpenetrations 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 1C rated with < 2.0 cfm from conditioned space, tested. Multi-storV Houses I 606.1_ABC.1.2.5 I Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFP have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES (must he met nr exr_eeded by all rPcirl COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 612.1.ABC.3.2. Switch or clearly marked ci breaker electric or cutoff as must be provided. External or built-in heat trap required - Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610_ Ducts in unconditioned attics: R-6 min_ insulation. HVAC Controls 1607.1 1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min: R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeTm DCA Form 60OA-2004 EnergyGauge®/FlaRES'2004 FLRCSB v4.0 1S II Ox10 rop 4' �j, / 'T•R� x he I 3' bath duct 8' to roof cop 'If— O40 rap 100x31,lrcd NUT❑NE MODEL71 -- # 695 IN Ixcd , 1 n 61 330 12x12 lrcd 6' 80 l0x66 IwCd Q J 0 Z J 8.18 rap I H Q 3 I Q K i PAD 16' a (V J d'P3� Sx4 lwc PAD D 6 lOx6 1 cd 4' dryar duCt to goof cap f�— 1✓ .� ..... _ 10' 1 Ll 1 •�"'� 12421 lxcd f6010 OV1'!D � ---- -�- LW M WC1.0;l;W, le 70N V/lOKV e240V lPH IBx10 N W pplatform by bldr, CCL Rating Must have a minimum clearance of 4 Inches around the air handler per the Siate Energy code. All duct has an r-6 Insulatlon value 0 Q z Q J ty C3 W 0� z Q Z V' Z W C� z >- CU WQ OJU __j L) o r N m o > z J Q h- m Q J O ::) Q x CDa_J(na0 31 bath duct to.roof cap ./fan NUTONE MODEL # 695 13� �� ►Gl4Gr -� �� .. .. a�. mil, �.:. "'m J242 rag I.cd 14%e 230 GOI� GOL. /14 26 2.5 TON V/1GKV 2240V lPH ia 18.10 U bld,forn by ® COL Rating Must have a nlnlnun clearance of 4 Inches around the alr handler per the State Energy code. All duct has an r•6 In3ulatlon value. N in Z O N j W W f" 17-1 A Z Q J J CY Li. M W az Zw o W Q (lJ U J U o r N m o > z J. Q. 1—, m 1— Q _l O O Q x MCLJCnC]0 Duct System Summary 2 DEL AIR HEATING,AIR CONDITIONING,R Job: CAYENNE 7.22.04 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Project• • MIIIIIIIII i � Wf -" Extemal static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.40 n HZO 0.4Coolingin 0 H2O 0.06 r1 H2O 0.06 in H2O 0.34 in H2O 0.34 in H2O 0.17/0.17 nH2O 0.17/0.17 nH2O IA78 in/10011 1.478 in/10Oft 1000 cfrn 1000 cfm 23 ft Supply Branch -Detail Table a, t3TTe Design (Btuh) Htg (dm) Clg (dm) Deslgl FIR Diam (in) Red Size (in) Dud Mal Actual Ln (ft) F4Egv Ln (ft) Trunk BDRM 2 h 2838 141 110 1.700 7 0x0 VFx 20.0 0.0 2 BDRM 3 c 3143 135 142 2.429 7 Ox 0 MR 14.0 0.0 BDRM 4 c 2789 106 126 6.800 6 Ox 0 MR 5.0 0.0 BDRM 5 C 5108 197 230 2267 8 Ox 0 MR 15.0 0.0 LOFT h 2852 142 88 4250 7 Ox0 VFx 8.0 0.0 MSTR W.I.0 h 518 26 21 2267 4 Ox0 MR 15.0 0.0 1 MSTR BATH C 1141 51 51 1.478 4 Ox 0 VIFx 23.0 0.0 1 MSTR BDRM C 4461 150 201 2615 8 Ox0 VIFx 13.0 0.0 1 BATH 3 h 1022 51 31 1.8891 4 Ox 0 VFx 18.0 0.0 2 Trunk Htg Clg Design Veloc Diam Red Dud Dud NTM Type (din) (din) FR (fpm) (in) Size (in) Material Trunk 2 Peak AVF 192 141 1.700 551 8 0 x 0 VinlFtx 1 Peak AVF 227 273 1.478 619 9 0 x 0 V IFtx „ wrjghtsoft Right -Suite Residential 5.5.17 RSR31575 2006-May-23 10:58:36 ACCK E:\Files\LennarOrlando2002\CAYENNEICAYENNE.rsr Page 1 Duct System Summary 1 DEL AIR HEATING,AIR CONDITIONING,R Job: CAYENNE 7.22.04 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 • • • External static pressure Available static pressure Supply / return available pressure Lowest fiction rate Actual air flow Total effective length (TEL) Heating Cooling 0.40 n H2O 0.40 in H2O 0.06 n H2O 0.06 in H2O 0.34 i1 H2O 0.34 in H2O 0.17/0.17 nH2O 0.17/0.17 ir1H2O 1.000 in/100ft 1.000 in/100ft 1000 Cfm 1000 Cfm 34 ft tyre Design (Btuh) F tg (din) Clg (dm) Design FIR Diam (in) Rect Size (in) Duct Mall Actual Ln (ft) Fgj.Egv Ln (ft) TRrk BATH 2 h 1312 58 17 1.789 4 Ox0 MR 19.0 0.0 BDRM 6 h 2737 120 43 4250 6 NO MR 8.0 0.0 FAMILY RM c 6601 186 332 3.091 10 0x0 VIFx 11.0 0-0 1 LAUNDRY C 773 27 39 1.545 4 N0 WX 22.0 0.0 1 LIVING RM/FOYER h 8062 353 291 1.030 10 OXO MR 33.0 0.0 1 DINING RM h 2431 107 96 1.478 6 ox0 VIFx 23.0 0.0 1 KITCHEN C 1556 39 78 1.030 5 OX0 MR 33.0 0.0 2 BRKFST h 2517 110 103 1.000 6 OXO VIFx 34.0 0.0 2 x Su ° I Trunk Wall' Table T pp Y` Trunk Htg Clg Design Veloc Diam Red Dud Duct Nam Type (cm) (dm) FIR (fpm) (in) Size (In) Material Trunk 1 Peak AVF 673 758 1.030 543 16 0 x 0 V IRK 2 Peak AVF 150 181 1.000 677 7 0 x 0 VfnlAx ,y wrfgl-litsoft Right -Suite Residential 5.5.17 RSR31575 2006-May-23 10:58:36 AGCK E:IFileSlLennar0rlando20021CAYENNEICAYENNE.rsr Pace 2 Can't create "Duct Tree Diagram" report for Entire House wreghtsoft Right -Suite Residential 5.5.17 RSR31575 2006-May-23 10:58:36 ACCA E:\Files\LennarOrlando2002\CAYENNE\CAYENNE.rsr Page 1 DUCT TREE DIAGRAM 2 DEL AIR HEATING,AIR CONDITIONING,R Job: CAYENNE 722.04 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Project Informaflon' EAemaigtatic Pressure: Available Static Pressure: 136*1i r RdRun available pressure hcWeGAfA%on rate Actual air flow Total Mxge bygYf(IMAr Fang 100038(ing 0.40 in H2O 0.40 in H2O 0.06 in H2O 0.06 in H2O 0.34 in H2O 0.34 in H2O 0.17/0.17 nH2O 0.17/0.17 nH2O 1.478 in/100ft 1.478 in/100ft 1000 cfm 1000 cfm Attn: lines indicate branches and trunks, numbers indicate AVFs 23 ft BDFZM 2 —110- 2 141. — BATH 3 —31. MSTR W.I.0 —21. 1 273. — NSTR BATH —51. NWTR BMVI —200. BDRM 3 —141. < —ND I N< BDRM4 —125. < —NOTRM BDRM5 —229. 1 <—NDTF;LW LOFT —88. < —NO TREK N wrrghtsoft Right -Suite Residential 6.5.17 RSR31575 2006-May-23 10:5836 AGM E:\Files\LennarOdando2002\CAYENNE\CAYENNE.rsr Pase 2 DUCT TREE DIAGRAM 1 DEL AIR HEATING,AIR CONDITIONING,R Job: CAYENNE 7.2204 109COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Pr6ject Information-s- ExWaidlStattpessure: Available Static pressure: Sdgi * ldun available pressure morel AbHon rate Actual air flow Total Eleciwe Ong OOling 0.40 in H2O 0.40 in H2O 0.06 in H2O 0.06 in H2O 0.34 in H2O 0.34 in H2O 0.17/0.17 nH2O 0.17/0.17 nH2O 1.000 in/100ft 1.000 in/100ft 1000 cfm 1000 cfm Attn: fines indicate branches and trunks, numbers indicate AVFs ... �:-� • �� ,: Pie-� FAMI_Y RM —331. LAUNDRY 38. MC RNY 291. DNING FU —96. 34 ft W.] MCHEN —78. 2 180. BST —102. BATH 2 —17. <—NO1FAM BDRNt 6 4.3. < —W T:4 W ,IS wrjghtsoft Right -Suite Residential 5.5.17 RSR31575 2006-May-23 10:58:36 ACCK E:tFileslLennarOrlando20021CAYENNEICAYENNE_rsr Page 3 RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: CAYENNE 72204 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Procedure A -winter invitration ti i m Caicuiation- 1. Winter infiltration AVF 0.70 ach x 24296 fN x 0.0167 = 283 cfm Isolated zones = 0 cfm Total = 283 cfm 2 Winter infiltration load 1.1 x 283 cfm x 32 'F Wnter TD = 9978 Btuh 3. wiinterinfiftration t Tin 9978 Btuh / 353 ft2 Total window = 28.3 Btuh/ft2 and door area -rocedure ti - Summer Intimation ti I m t;aicuiation 1. Summer infiltration AVF 0.40 ach x 24296 ft3 x 0.0167 = 162 cfm Isolated zones = 0 cfm Tout = 162 cfm 2 Summer infiltration bad 1.1 x 162 Cfm x 18 'F SurrnerTD = 3207 Btuh 3- Summer infiltration HTM 3207 Btuh / 353 ft2 Total window = 9.1 Btuh/it2 and door area Procedure C - Latent Infiltration Gain 0.68 x 43 gdlb moist.diff. x 162 cfm = 4777 Btuh Procedure u - equipment Sizing Loads 1. Sensible stung bad Sensible ventilation bad 1.1 x 75 cfm vent x 18 °F SlrnmerTD = 0 Btuh Sensible load for structure (Line 19) + 42106 Btuh Sum of ventilation and structure bads = 42106 Btuh Rating and temperature swing multiplier x 0.98 Equipment stung bad - sensible = 41264 Bbb 2 Latent stung bad Latent ventilation load 0.68 x 75 cfm vent x 43 grflb moist.diff. = 0 Btuh Internal beds = 230 Bluh x 8 people + 1840 Btuh Infiltration bad from Procedure C + 4777 Btuh Equipment sting bed - latent = 6617 Btuh *Construction Quality is: a No. of Fireplaces is: 0 Printout oertified by ACCA to meet all requirements of Manual J 7th Ed. wne�htso t Right -Suite ResiopligI 5 517 RaR31a7a 2009-I�ay-23 Q:90:49 E:lFiles\LennarOrlando2OO2lCAYENNE%CAYENNE.rsr Page 1 RIGHT-J CALCULATION PROCEDURES A, B, C, D 2 DEL AIR HEATING,AIR CONDITIONING,R Job: CAYENNE 72ZO4 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AVF 0.62 ach x 13834 ft3 x 0.0167 = 144 cfm 2 Winter infiltration load 1.1 x 144 cfm x 32 °F WrrterTD = 5059 Btuh 3. Winter infiltration HTM 5059 Btuh ! 179 ft2 Total window = 28.3 Btuhlft2 and door area rroceaure b - summer innitration H i M Laicuiation 1. Summer infiltration AVF 0.36 ach x 13834 ft3 x 0.0167 = 82 cfm 2 Summer infillration bad 1.1 x82 cfm x 18 'F SlmwTD = 1626 Btuh 3. Summer h2latim HTM 1626 Btuh / 179 ftz Total window = 9.1 BUM and door area Procedure C - Latent Infiltration Gain 0.68 x 43 grAb moist_ditf x 82 cfm = 2422 Btuh Procedure D - Equipment Sizing Loads 1. Sensible sizing load Sensible ventilation load 1.1 x 50 cfm vent x 18 °F StmrrerTD = 990 Btuh Sensible load for structure (Line 19) + 22210 Bhjh Sum of ventilation and structure bads = 23200 Btuh Rating and temperature swing multiplier x 0.98 Equipment sting bad - Sensible = 22736 Btuh 2 Latent song load Latent ventilation bad 0.68 x 50 cfm vent x 43 grAb moist.diff. = 1474 Btuh Internal bads = 230 Btuh x 1 people + 230 Btuh Infiltration bad from Procedure C + 2422 Btuh Equipment song bad - latent = 4127 Btuh 'Construction Quality is: a No. of Freplaoes is: 0 Bold/italic values have been manually overridden Plintout Certified by ACCA to rneet all requirements of Manual J 7th Ed. ,t wnghtsoft Right -Suite Residential5.5.17 RSR31575 2006-May-23 10:56:49 14CCA E:\Files\LennarOrlando2002\CAYENNE\CAYENNE.rsr Page 2 RIGHT-J CALCULATION PROCEDURES A, B, C, D 1 DEL AIR HEATING,AIR CONDITIONING,R Job: CAYENNE 7.22.04 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infift ation AVF 0.80 ach x 10462 ft3 x 0.0167 = 140 cfm 2 Winter infiltration bad 1.1 x140 cfm x 32 °F WrtbrTD = 4918 Btuh 3. Writer in(dtration HTM 4918 Btuh / 174 ft2 Total window = 28-3 Btuh/ft2 and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.46 ach x 10462 ft3 x 0.0167 = 80 cfm nu�ir_tI41 AN 1.1 x80 cfm x 18 °F _'-'k rTD = 1581 Btuh a Summer uifdlration HTM 1581 Btuh / 174 ftZ Total window = 9.1 BtuhtF and door area Procedure C - Latent Infiltration Gain 0.68 x 43 gr/b moist.diff. x 80 cfm = 2354 Btuh -rocedure u - Equipment Sizing Loads 1. Sensble sting bad Sensible ventilation bad 1.1 x 25 cfm vent x 18 *F Su rrrffTD = 495 Btuh Sensble bad for structure (Line 19) + 19895 Btuh Sum of venhlation and structure bads = 20390 Btuh Rating and temperature multiplier x 0.98 Equipment sVM bad - s� = 19983 Btuh 2 Latent sang load Latent ventilation load 0.68 x 25 cfm vent x 43 grflb moist.diff. = 737 Btuh Internal bads = 230 Btuh x 7 people + 1610 Btuh Infiltration load from Procedure C + 2354 Btuh Equipment sting load - latent = 4702 Bluh *Construc lion Quality is: a No. of Fireplaces is: 0 Bord/ifaiie vaiues have / oc -..fly overr/dden P►itli0t ll Mtifietl by ACCA to n-Ad all 'requirements of Manual J 9th €d. wrightsoft Right -Suite Residential 5.5.17 RSR31575 ,4r-01 E:\Files\LennarOrlando2002\CAYENNE\CAYENNE.rsr 2006-May-23 10:56:49 Page 3 PROJECT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: CAYENNE 7.2YA4 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 -Projectiltiformation-, For. LENNAR OR A DO Wwftr. Orlando AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 38 °F Outside db 93 °F Inside db 70 °F Inside db 75 °F Design TD 32 °F Design ID 18 °F Daily range M Relative humidity 50 % Moisture difference 43 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 42882 Btuh Structure 42106 Btuh Ventalion air 0 cfm Ventilation 0 Btuh Ventilationair loss 0 Btuh Design re swing 3.0 °F heat 42882 Btuh �- � Rate/swirg multiplier 0.98 Infiltration Total lens. equip. load 41264 Btuh Method Simotied Latent Cooling Equipment Load Sizing Construction quality Average Replaces 0 Intarnal gains 1840 Btuh . Ventilation 0 Btuh Hel Cootin Infiltration 4777 Bbih Area(ft') Total latent equip bed 6617 Btuh Vol N} 24296 24296 Air d-wQeslhour Equiv. 0.70 0.40 Total eequ�'oment load 47880 Btuh A (cfm) 283 162 Req. total rapacity at 0.80 SHR 4.3 ton Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a Model n/a Cmd n/a Coil rVa Efficiency n/a Efficiency n/a Heating VpA Sensible cooling 0 Btuh Heating oLllput 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total ocoring 0 Btuh Actual airflow 0 cfm Actual airflow 0 cfm Air flow factor 0.000 cm/Btuh Air flow factor 0.000 ckn/Btuh Static pressure 0.00 'rr H2O Static pressure 0.00 n H2O Space Ifiermosbt n/a Load sensible heat ratio 0 % Bold/italic values have been manually overridden Printout oertified by ACCA to meet all requirements of Manual J 7th Ed. wrightsoft Right -Suite Residential 5.5.17 RSR31575 2006-May-23 10:56:49 ACC'- E:\FileslLennar0rlando2002\CAYENNE\CAYENNE.rsr Page 1 PROJECT SUMMARY 2 DEL AIR HEATING,AIR CONDITIONING,R Job: CAYENNE 722.04 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 'Pr6jectl6form"aftonF Notes: De�iq6lnformation Weather: Orlando AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 38 °F Outside db 93 °F Inside db 70 °F Inside db 75 °F Design TD 32 °F Design TD 18 °F Daily range M Relative humidity 50 % Moisture difference 43 grflb Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 20074 Btuh Structure 22210 Btuh Ventilation air 0 Cfm Ventilation 990 Btuh Ventilation air loss 0 Btuh Design tempemture swing 3.0 °F Design heat load 20074 Btuh Use mfg. data n Rabelswing multiplier 0.98 Infiltration Total sens. equip. load 22736 Btuh Method Sirripliffied Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Internal gains 230 Btuh Ventilation 1474 Btuh He 17g Cooling Infifttion 2422 Bbuh Area ft ( 2) 29 1729 Total latent equip. load 4127 Bluh Volume (fP) 13834 13834 changes/hour E' r 0.82 144 l equpme>t bad Req. 0.80 SHR 26863Btuh 2.4 ton qr (cfm) acapacity at Heating Equipment Summary Cooling Equipment Summary Make CAfER Make CAS Trade Trade Model Cond Coi Efficiency a3 HSPF Efficiency 13 EER Heating bput Sensible Cooling 23200 Btuh Heating output 0 Btuh @ 47-F Latent cooling 5800 Btuh Temperature rise 0 °F Total cooling 29000 Btuh Actual air flow 1000 Cfm Actual air flow 1000 cfm Air flow factor 0.050 drrdBtuh Air flow factor 0.045 cimBtuh Static pressure 0.40 in H2O Static pressure 0.40 i1 H2O Space thermostat Load sensible heat ratio 85 % Printout certified by ACCA to meet all requirements of Manual J 7th Ed. 4 wr1ghtso&1t Right -Suite Residential 5.5.17 RSR31575 2006-May-23 10:56:49 AC<>, E:%Files%Lennar0rlando20021CAYENNEICAYENNE rsr Page 2 PROJECT SUMMARY 1 DEL AIR HEATING,AIR CONDITIONING,R Job: CAYENNE 72204 109 COMMERCE STREET, LAKE MARY, FL 32746-6208 Phone: (407) 831-2665 • • • For. LENNARORLANDO Notes: Weattw. D tar AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 38 °F Outside rib 93 °F Inside db 70 °F Inside db 75 OF Design TD 32 °F Design TD 18 'F Daily range M Relative humidity 50 % Moisture difference 43 grAb Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 22808 Btuh Structure 19895 Btuh Ventilation air 0 cfm Ventilation 495 Btuh Ventilationair Btuh Design temperature re swing 3.0 °F heat 22808 Btuh � Ratelswng multiplier 0.98 Infiltration Total sees. equip. bad 19W Btuh Mehod mph Latent Cooling Equipment Load Sizing Construity ction qua rage Frepboes 0 Internal gains 1610 Btuh Ventilation 737 Bhuh Heats!g cool* Infiltration 2354 Btuh Area (ftz) 1308 IN Total latent equip. bad 4702 Btuh Volume (ft3) 10462 10462 Air ch r Equiv.- AGF 0.80 0.46 Total e� at 2.1 (rim) 140 80 Req. trial capecily 0.80 SHR bin Heating Equipment Summary Cooling Equipment Summary MaL_ C MakB CAR�ER Trade Trade Model Und Coil Efficiency 83 HSPF Efficiency 13 EER Heating MASensible cooling 23200 Btuh T Btuh @ 47°F 0ise Latent Temperature r 0 T Actual air flow 1000 cfm Actual air flow 1000 cfm Air flow factor 0.044 dmlBtuh Air flow factor 0.050 ch Btuh Static pressure 0.40 in H2O Static pressure 0.40 it H2O Space Cher wstat Load sensble heat ratio 81 % Pra w oerti W 4y AWA to meet all tegtarel»enb of Wad J 71h Ed. ,-j_z:= wnghtsoft Right -Suite Residential 5.5.17 RSR31575 2006-May-23 10:56:49 ACCA E:\Files\LennarOrlando2002\CAYENNE\CAYENNE.rsr Page 3 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job: CAYENNE 7.2204 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 BDRM 2 a n e b c n 0 n 1 1 90 1.0 1.0 1.0 5.0 87A 16.0 0.0 BDRM 3 a n w b c n 0 n 1 1 90 1.0 1.0 1.0 5.0 87A 23.0 0.0 BDRM 4 a n w b c n 0 n 1 1 90 1.0 1.0 1.0 5.0 87.4 23.0 0.0 BDRM 5 a n w b c n 0 n 1 1 90 1.0 1-0 1.0 5.0 87.4 23.0 0.0 a n w b c n 0 n 1 1 90 1.0 1.0 1.0 5.0 87.4 16.0 0.0 LOFT a n S b c n 0 n 1 1 90 1.0 1-0 1.0 5.0 46A 32.0 282 MSTR W.I.0 MSTR BATH a n e b c n 0 n 1 1 90 1.0 1.0 1.0 3.0 87A 7.0 0.0 MSTR BDRM a n e b c n 0 n 1 1 90 1.0 1.0 1-0 5.0 87A 32.0 0.0 BATH 3 a n n b c n 0 n 1 1 90 1.0 1.0 1.0 3.0 29A 7.0 0.0 BATH 2 BDRM 6 a n n a C n 0 d 1 1 90 1.0 1.0 10.0 5.0 20A 16.0 0.0 FAMILY RM b n e a C n 0 n 1 1 90 1-0 1.0 10.0 6.8 87A 41.0 0.0 wr1ghitSC) t Right -Suite Residential 5.5.17 RSR31575 2006-May-23 10:56:49 /4CCA E:\Files\Lennar0rlando2002\CAYENNE\CAYENNEJsr Page 1 LAUNDRY LIVING RM/FOYER a n w a c n 0 n 1 1 90 1.0 6.0 10.0 7.0 87A 7.0 0.0 a n w a c n 0 n. 1 1 90 1.0 1.0 10.0 5.0 87A 32.0 0.0 DINING RM a n S a c n 0 n 1 1 90 1.0 1.0 10.0 5.0 46A 23.0 0.0 KITCHEN BRKFST a n e a c n 0 n 1 1 90 1.0 1.0 10.0 5.0 87A 16.0 0.0 wrjghrtsoft Right -Suite Residential 5.5.17 RSR31575 2006-May-23 10:56:49 ,4CAC�({ E:\Files\Lennar0rlando2002\CAYENNE\CAYENNE.rsr Page 2 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: CAYENNE 7.22.04 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 MWWPL .. /in to 1 Narnedrocrn Entire House 2 1 2 Lengdlofelrposedwar 3595 ft 178D ft 1815 ft 3 Roomdrnersors 4 Cefttgs CordiL Option 8.0 ft I he@Vcod d 8.0 ft d o 8.0 ft d o TYFEOF CSt HTM Area Load W) Area Load W) Area toad W) Area D�F7E NQ Htg CIg (ft2) Ht9 Cig OF) rn9 I p9 (W) Htg CIg Hlg Clg 5 Gross a 14B 4.6 2.1 1088 "" 0 - - 108B - - - - F�7osed b 12C 29 1.9 1424 "" '"" -W4 - - 0 - - - - an d d c 13C 32 12 364 "" "" 0 "' 364 - - - - pa®icrs d 0.0 0.0 0 "" 0 - - 0 - - - - e 0.0 0.0 0 "" 0 - - 0 - - , ., f 0.0 0.0 0 "" 0 - - 0 - - - 6 V*n sand a 1C 37.0 " 273 1()(M - 179 6616 - 91 3474 - - glass doors b 8C 37.0 . 41 1515 - 0 0 - 41 1515 - - Hea" c 9C 38.7 " 0 0- 0 0- 0 0 - - d 3C 232 " 0 0- 0 0- 0 0- - e 0.0 " 0 0- 0 - 0 0- - f 0.0 " 0 0- 0 - 0 0- - 7 Wrdm✓sad North 26.6 51 '"" 136D 35 1034 16 - 326 glass doors NEM 0.0 0 - 0 0 0 0- 0 CoofrS EW 87A 236 - �i 12236 96 - 839D SESW 0.0 0 - 0 0 0 0- 0 South 46.4 27 - 1245 4 "" 178 23 - 1057 Horz 0.0 0- 0 0 0 0- 0 8 CV"doors a 11A 189 127 19 359 242 0 0 0 19 111 242 b 11A 18.9 127 20 256 0 0 0 20 378255 c OD 14.7 9.9 0 0 D 0 0 0 0 0 9 Net a 44B 4.6 2.1 933 4299 1921 0 0 0 933 4299 1921 eposed b 12C 2.9 1.9 1245 3596 242D 1245 3586 242D 0 0 0 walsand c 13C 32 12 345 1087 404 0 0 0 345 1097 404 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 4 10 Ceilings a 16G 1.1 1.4 1729 1ffiG 2397 1729 1826 2397 0 0 0 b 16C 28 35 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 11 floors a 22A 25.9 0.0 210 5430 0 28 0 182 4704 0 (Note: room b 19G 1.1 0.0 384 436 0 384 436 0 0 0 0 p-nedr c 0.0 0.0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 fbors) r 0.0 0.0 0 0 0 0 0 0 0 0 0 12 Infiltration a 283 9.1 3 3 99M 321Y 179 5099 1626 174 4918 1581 13 SubloW loss:=6+&_+11+12 - 38963 - - 1ffi49 "" 2I77 "" "" " Less eclernalheatrg - 0 - - 0 - - 0 - - Lesstrasfer - 0 - »« 0 - - 0 - - .... r�strb He@" rution "" - - 0 - - 0 - - «« 14 Duct loss 10°/ 3EW - 10°/ 1825 - 100 2073 - 15 Total loss =13+14 42 - - 20074 - - 22808 - - 16 Int. gains: People @ 30D 8 - 240D 1 - 30D 7 - 2100 Appl. @ 120D 2 - 180D 0 - 0 2 - 1800 17 Sublot RSH ga►F7+8 +12+16 «« - - - 20191 - - 18097 - ,« Less etnalmokV - - 0 - - 0 - - 0 - Less trwsfer - - 0 - - 0 - - 0 - «» Cooling redistribution - - 0 - - 0 - - 0 - " 18 Duct gain IN, - 3828 100/ - 2019 10° 1809 19 Total RSH gait=(17+18)'PLF 1.00 - 42106 1.00 - 22210 1.00 - 19895 2d I Aarequired (rin) - = 2000 "" 1000 1000 - 1000 1000 Printout certified by ACCA to meet ail requirements of Manual J 7th Ed. wrrrghtsOft Right -Suite Residential 5.5.17 RSR31575 2006-May-23 10:56:49 'CCI\ ECFileslLennar0rlando2002\CAYENNEVCAYENNE.rsr Page 1 RIGHT-rJ WORKSHEET 2 DEL AIR HEATING,AIR CONDITIONING,R Job: CAYENNE 7.22.04 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 mwv�wu u: m m 1 Namedman 2 BDRM2 BDRM.3. " BDRM4 2 Lerghdepmedval 178.0 ft 28.0 ft 27S`ft 7.5 It 3 R=dffOiwm 125 x 16.0 It 16.0 x 11.5 ft 11.D x 16.0 ft 4 Ce3 Condit. Option 8.0 ft d n 8.0 ft heWood 8.0 It heedooal 8.0 it heatbod IV E CF I CST HTM A. Load (Rift) Area Load (Btrh) Area Load (BAi1) A. Wad Ah) DffCSRE NO Htg Clg (ft2) Htg Cig (ft2) Htg CIg (F) Hlg I Clg (f) H19 Clg 5 Gross a 14B 4.6 21 0 - - 0 "" "" 0 E1pc6ed b 12C 29 12 1424 - - "" "" vvah and c 13C 32 12 0 - - 0 "' 0 "" pa tiorrs d 0.0 0.0 0 - - 0 "" '"" 0 e 0.0 0.0 0 - - 0 "'" 0 f 0.0 0.0 0 - - 0 0 6 Wrdovsad a 1C 3TA » 179 6616 - 16 23 850 "z 8m - glass doors b SC 37.0 " 0 0 --" 0 0"" 0 0 ""c 0 ~-- Hea5V c 9C 38.7 " 0 0- 0 0 "" 0 0- 0- d 3C 232 " 0 0- 0 0 0 0 ""c 0 - e 0.0 " 0 0- 0 0"" 0 0 ""c 0- f 0.0 " 0 - 0 0 "" 0 0 ""c 0- 7 Vvtdmisand North 29A 35 "" 10:34 0 - 0 0 - 0 0 glass doors NEM 0.0 0 0 0- 0 0- 0 0 FSIV 87.4 140 12236 1 1398 23 - 2010 2J10 SE)SVV 0.0 0 0 0- 0 0- 0 - 0 South 46.4 4 178 0- 0 0- 0 - 0 Horz 0.0 0 0 0- 0 0- 0 - 0 8 Clher doors a 11A 189 127 0 0 0 0 0 0 0 0 0 0 0 b 11A 189 127 0 0 0 0 0 0 0 0 0 0 0 c 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 21 0 0 0 0 0 0 0 0 0 c 0 0 epcsed b 12C 29 1.9 1245 3586 m X8 599 401 197 567 333 37 107 72 vuals and c 13C 32 12 0 0 0 0 0 0 0 0 0 c 0 0 parfborls d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16G 1.1 1A 1729 1826 239.7 200 211 277 184 191 255 1A 186 244 b 16C 2.8 3.5 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 c 0 0 d 0.0 0.0 0 0 0 0 0 0 0 D 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 f o.o 0.0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 252 0.0 28 121 0 28 726 0 0 0 0 0 0 (Note: mom b 19G 1.1 0.0 384 436 0 0 0 D 184 209 0 1 145 0 Perrrleler c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 12 Ultration a 283 9.1 179 5099 1626 16 452 445 23 69D 209 650 279 13 Sublotal bss�,01+12 ""' 18249 - - 2580 ""' - 2471 - 1938 - Less ekmdhe rg ... - - .... - 0 - 0 - Less transfer 0 - • •• - 0 - •• 0 - Heating mdsln u 0 - - 0 - 0 - "" 0 - 14 Dud loss 10'/ 1825 - 101/ 258 10° 247 - 101 194 - 15 Total loss =13+14 "" 20074 - - 2836 "" "" 2718 - - 2132 - 16 Ird gars: Pecple @ 300 1 - 30D 0 - 0 0 - 0 - 0 Appl. @ 1230 0 - 0 0- 0 0- 0 - 0 17 Subl of RSH gait=7+8 +12+16 .... - 20191 - - 2Z25 ..« - 2867 - - 2a� Less e�oxkg - - 0 - - 0 - - 0 - - 0 Less transfer - - 0 - - 0 - - 0 - - 0 Cooing r ition - - 0 - - 0 - - 0 - - 0 18 Duct gail 1fP/ - 2019 10'/ - 223 10° - 296 10" "" 254 19 Total RSH W"17+18)-R-F 1.00 - 22210 1.00 - 2448 1A0 - 3143 1.00 - 2789 2D Air required (dm) - 1000 1000 "" 141 it0 "" 136 142 _ 106 126 Ptinbut oeftified by ACCA to meet all requmments of Manual J 7th Ed_ wr�gF'>tt50ft Right -Suite Residential 5.5.17 RSR31575 2006-May-23 10:56:49 '�� E:1FileslLennarOrlando20021CAYENNEICAYENNE.rsr Page 2 RIGHT,J WORKSHEET 2 DEL AIR HEATING,AIR CONDITIONING,R Job: CAYENNE 7.22.04 109 COMMERCE:STREET, LAKE MARY,'FL 32746-6206 Phone: (407) 831-2665 mwv jpLa rnra 1 Narr dremlt BDRM5 LOFF N15mw.LC MSTR BATH 2 14Cetb LarjhofeVosedwaf 395 ft 16.0 ft 13D ft lao ft 3 Rgorndirmins' 13.0 x 19.D ft 155 x 14.0 ft 13.0 x 125 ft 125 x 5.5 ft x3s CoruH.Optim, 8.0 ft heatlood 8.0 ft heaiooci 8.0 ft heall000l 8.0 ft heaVbod TlPECF CST HIM Area Load"h) Area Load @B4t11) Area Load W) Area LLed @Bih) EXPOSE NO. Htg Clg (ft) Htg CIg OF) Htg Clg (ft') Mg Clg OF) Htg Clg 5 Gros a' 14B 4.6 2.1 0 - - 0 - - 0 - - Exposed b' 12C 29 19 31 - - 1 - - 104 - - 144 «`• ••« wallsand c 13C 32 12 0 - - 0 - - 0 - - par6ti - d: 0.0 0.0 0 '•' - 0 - "" 0 e 0:0 0.0 0 "' - 0 "" 0 f 0.0 0.0 0 "" - 0 - - 0 " 6 wrd,.and a 1C 37.0 « 39 1441 "" 12 1183 - 0 0 - 259 glass doors - .:b 8C '... 37.0. 0 0 0- 0 0 - p "" Heating c 9C 38.7 " 0 0- 0 "" 0 0 - 0 "" d 3C 232 ., 0 0- D - 0 0- 0 e 0.0 " 0 0- 0 - 0 0- 0 If 0.0 01 0- 0 0- 0 0- 0 7 VVrdxusartd North 29.4 0 - 0 28 "" 833 0 "" 0 "" 0 glass doors IETNV 0.0 0- 0 0 - 0 0 0 0 FS1V 87.4 39 - 3409 0 - 0 0 "' 0 .�. 612 SEISVV 0.0 0- 0 0- 0 () "" 0 0 South 464 0- 0 4 - 178 0 0 "" 0 Hcrz 0.0 0- 0 0- 0 0 "" 0 0 8 Otlterdoom a 11A 182 127 0 0 0 0 0 0 0 0 0 0 0 b 11A 189 12-7 0 0 0 0 0 0 0 0 0 0 0 c: 10D' 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 0 0 0 0 0 0 0 0 0 0 0 eposed b 12C 29 19 277 796 536 96 276 187 104 300 202 131 395 295 Ovals and c 13C 32 12 0 0 0 0 0 0 0 0 0 0 0 parlors d' 0:0 0.0 0 0 D 0 0 0 0 0 0 e 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 10 Ceilings a 16G 1.1 1.4 247 261 342 217 311 163 172 225 6E 73 95 b 16C 2-8 3.5 0 0 0 0 0 0 0 0 C 0 0 c 0.0 0.0 0 0 0 0 0 0 0 C 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 0 0 0 0 0 0 0 0 0 0 0 (fVo�: room b 19G 1:1 0.0 0 0 0 0 0 0 0 0 0 0 perirtelor c 0.0 0.0 0 0 0 0 0 0 0 C 0 0 is displ. d 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 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 12 hfiltiat6t a 283 9.1 39 11C2 354 1 32 904 291 0 0 0 1 198 64 13 SubW bss=6+8_+11+12 - m - - 471 - " • 924 - Less e wdhea6rtg - 0 ••» •» - - 0 0 - Less transfer - 0 "" 0 - - 0 - - 0 - Heatingredstribution - 0 " * 0 - - 0 - - 0 - 14 Dud loss 10'/ 3m10°/ - 10° 47 - 10' 92 - 15 Total loss =13+14 - 39M "" 2Li52 - 518 " 1016 - 16 Int. gabs. Poo* @ 30D 0 - 0 0 0 0 - 0 - 0 Appl. @ 120D 0- 0 0 0 0 - 0 - 0 17 StbbtRSHgai>=7+8_+12+16 +•» - 4644 «« 1784 - - , « „« 1037 Lem exlorrtalmofrtg - - 0 ,•• •••• 0 „„ 0 ,„• „„ 0 Less OrarMa - - 0 0 "" 0 ."' 0 Coo" redisbibution 0 0 0 0 18 Duct gait 10'/ "" 464 10°/ "" 178 100 - 43 1M 101 19 Total RSH gait=(17+18)-FLF 1D0 "" 510EI 1.00 ""' 1w 1.00 - 4 1. 0 "" 1141 20 Air required (cfn) 197 230 - 142 86 "" 25 21 ».. 51 51 PrinW certified by ACCA tD meet a9 requimme& of Manual J 7th Ed. wr�gl7tsOft Right -Suite Residential 5.5.17 RSR31575 2006-May-23 10:56:49 'CCI', E:\Fifes\Lennar0rlando2002\CAYENNE\CAYENNE.rsr Page 3 RIGHT,J WORKSHEET 2 DEL AIR HEATING,AIR CONDITIONING,R 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Job: CAYENNE 7.22.04 rvrw rn m 1 flarredrarn MSTRBDRM BATH3 2 17.0 ft 11.5 ft 3 rZocm dirams 24.0 x 14.0 ft 115 x 120 ft 4 CAngs Coon& Option 8.0 ft heaVmd 8.0 ft haaepod lYFECF- CST HTM A. Load(Btuh) Area Load(Blli) Area Area E)POSLJRE NO Htg Clg (f1l) H<9 Clg Yll) Hl9 I Qg Htg C4 Fitg Clg 5 Goss a 14B 4.6 2.1 0 --» -«- 0 Etpmed - b 12C 29 1.9 136 -'-- -'-' * *� wvallsarid c: 13C 32 12 0 -'-- ---- 0 d 0.0 0.0 0 ---- ---- 0 '"" ""' "" '•`� 6 Widd+sard a 10 37.0 32 1183 '"-- 7 ---- glassdoors b 8C 37.0 0 0---- 0 0---- Heft c 9C 38.7 0 0 --"- 0 "--- d 3C 232 " 0 0 ---- - - e 0.0 0 0- 0 0 -"-- f 0.0 Q 0-,-- Q 0--« «-- .... 7 UVrdwvsaid North 29.4 0 '--- 0 7 "" 216 glassdoors NE M/ 0.0 0 ---- 0 0 '""' 0 FSIV 87.4 32 '--` 2797 0 """ 0 SEbw 0.0 0 `--- 0 0 "" 0 South 46.4 0 `--' 0 0 "" 0 Horz 0.0 0 -'- 0 0 "-` 0 8 Ofiwdoas a t4A 189 127 0 0 0 0 b 11A 189 127 0 0 0 0 0 c 10D 14.7 9.9 0 0 0 0 0 0 9 Net a Ve 4.6 2.1 0 0 0 0 0 a posed b 12C 2.9 1.9 104 300 202 85 245 165 v,r&atd c 13C 32 12 0 0 0 0 0 0 Pa Dons d 0.0 0.0 0 0 0 0 0 0 e H 0.0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 10 Wigs a 16G 1.1 1.4 336 466 1 1 191 b 16C 2-8 35 0 0 0 0 A 0 c 0.0 0.0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 If 0.0 0.0 0 0 0 0 0 11 Roofs a 22A 259 0.0 0 0 0 0 0 (Nole:room b 19G 1.1 0.0 0 0 0 72 82 0 pe 131" c 0.0 0.0 0 0 0 0 0 0 is displ. d 0.0 0.0 0 0 0 0 0 for slab a 0.0 0.00 0 0 0 0 floors) f 0.0 0.0 0 0 00 0 12 InNtration a 283 9.1 32 901 241 7 198 64 13 Subbtailbm-S+8_+11+12 --" 2742 929 '--- ---- ---- ---- ---- lessexternalhealirg -- 0 ---- ---- ---- ---- Less transfer - -- -• , p -•,• ---- ---- Heating redstrbtfion -.» 0 0 --» ---- ---- ---- ---- 14 Duct loss 10'/ 274 --`- 100/ 93 ---- ° "" ---" 15 Tod loss =13+14 '-"" 3016 -"- "" 1022 ---- 16 Int gaits: People @ 30D 1 ---- 300 0 ---' 0 " Appl. @ 120D 0 ---- 0 0 ---- 0 " 17 Sut#rtRSH gait=7+8_+12+16 - 4055 - (m- Less external omfrg «« ,• 0 »•• ---- 0 ••,, «« ,«- «» Less transfer ... 0 .... ---- 0 ..,. .,.. ... -.. Coolirg redstriwtion • • »• 0 • ,• ---- 0 18 Duct gain 100/ 406 100/ ---- 63..- 19 Total RSH ga"17+18)-PLF 100 4461 1.00 '--- 631 2D Air required (t8n) `--- 1 2M ---- 51 31 Printout certified by ACCA to meet aU regLumments of Manual J 7th Ed. Right -Suite Residential 5.5.17 RSR31575 2006-May-23 10:56:49 '4r--(>. E\Files\Lehn2ir0rlando2002\CAYENNE\CAYENNE.rsr Page 4 RIGHT-J WORKSHEET 1 DEL AIR HEATING,AIR CONDITIONING,R Job: CAYENNE 7.22.04 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 rvuvvau 1 to 1 Narttecfioan 1 B4TH2 BDRM6 FAMLYRM' 2 teiglhcfegosedwaf 1815 ft 19.0 ft 265 ft 23.0 ft 3 Roortdrna�ais 6.5 x 12:5 ft 135 x 14.0 ft 16D x 185 ft 4 Goings Cark Option 8.0 ft d n 8.0 ft haaVmd 8.0 Q haakool 8.0 ft hodkool TYPEOF CSi HTM Area Load(Baf1) Area L�oadW) AM laed(BAtt) Area Loed(B1ft) E)TOSUW_ NQ Hlg C19 (ft) mg Clg (ft) Htg I Clg (fe) HI9 1. Cig OF) HJ Clg 5 Gross a 14B 4.6 2.1 1088 -'"- - 152 - "'- 112 1 12E bposed b 12C 2.9 1.9 0 - -"' 0 -"" - () "Ic walls and c 13C 32 12 364 -"` ""- 0 -"- '"'- 100 EE parhitiats d 0.0 0.0 0 "-' "'- 0 - e 0.0 0.0 0 "- 0 - 0 f 0.0 0.0 0 - - 0 ... 0 6 WiYionsaU a 1C 37.0 91 3474 -'-- 0 -'-- 16 591 -°--c 0 "'- glass doors b 8C 37.0 41 1515 "-' 0 '-" 0 0 -"- 41 1515. - FI`_" c 9C 38.7 - 0 0'-" 0 '-" 0 0 "'- 0 d 3C 232 - 0 0"-' 0 001 "-' 0 0 ---' 0 e 0.0 0 0 0 -"- 0 0 -"- 0 f 0.0 0 0 "" 0 0 0 7 Wndonrsand North 2R4 16 -'-` 326 0 `-" 0 1 "' 326 c"" 0 glass doors NE W 0.0 0 '--- 0 0 -"' 0 0 0 "" 0 Coofiig EW 87.4 96 - 8390 0 - 0 0 "' 0 41 ""' 8583 SBSW 0-0 0 -.,- 0 0 0 0- 0 "' 0 Sank 46.4 m "'- 1057 0 0 0 "'- 0 "" 0 Horz 0.0 0- 0 0 0 0 "" 1 0 "" 0 8 Other doors a 11A 189 12-7 19 359 242 0 0 0 0 0 0 0 0 b 11A 189 127 20 378 255 0 0 0 0 0 0 0 0 c 10D 14.7 99 0 0 0 0 0 0 0 0 0 0 0 9 Nei a 14B 4.6 2.1 933 4299 1921 152 700 313 96 442 198 Er, 401 179 epoaed b 12C 29 19 0 0 0 0 0 0 0 0 0 c 0 0 walls and c 13C 32 12 345 1087 404 0 0 0 100 315 117 5E 176 66 partitions d 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 If 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 10 Cei6rgs a 16G 1.1 1.4 0 0 0 0 0 0 0 0 0 0 b 16C 2.8 3.5 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 d 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 f 0.0 0.0 0 0 0 0 0 0 0 0 0 9 0 11 Floors a 22A 25.9 0.0 182 4701 0 1 492 0 27 687 0 `996 0 (No# . rocrn b 19G 1:1 0.00 0 0 0 0 0 0 0 0 0 pernelix c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 isdispl. d 00 0.0 0 0 0 0 0 0 0 0 0 0 0 forstab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 floors) f 01) 0.0 0 0 00 0 0 0 0 c 0 0 12 Infiltration a 283 9.1 174 4918 1581 0 0 0 16 452 41 1159 372 13 Stblolalloss=6+&+11+12 --" 2V35 ""- - 1193 -"' -'"' 2488 "" 3e48 "-' Less exlm-dheatirg -... p .., ,-.. 0 -... - () .,.. ,.,. 0 Less tran_kr -,,. .. - 0 - - 0 ,.. «.. 0 -... Heating redrsWxrbon - 0 -"- *"'- 0 -"` - 0 «« «•, 0 "`- 14 Dud lass 101/1 20T3 -"- 10DA 11 101 249 '" 10° 385 -'-' 15 Total loss =13+14 - 22808 -"' "'"- 1312 "" "'- 2W ' " 423Z "" 16 InL gams: People @ 300 7 -"' 2100 0 '"-' 0 0 -"' 0 1800 Appl_ a@ 1200 2 --" 1800 0 -"' 0 0 '"'- 0 "" 0 17 Sut)U RSH g3rF7+8 +12+16 *"' 18097 313 "" -' - 786"" "" 6001 Less exlorrtal coofrg - "'- 0 _ '-'- 0 0 0 L.esstrartsfer ...- ..,- 0 ...- - 0 0 "" - 0 Goofing mdistnbtrticn - "'- 0 -"' "`- 0 "„ 0 0 18 Duct gain 10°/ ' " 1809 10°/ 31 100 79 1M - 600 19 Total RSHcgai"17+18)-PLF 10p 19B95 1.00 "" 317 1.00 100 "" 11W1 20 Airrequied (dm) "" 1000 100D - 58 17 120 43 _ 186 332 Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr�gF�tsOi t Right -Suite Residential 5.5.17 RSR31575 2006-May-23 10:56:49 �� E:%Files\Lennar0rlando2002\CAYENNE\CAYENNE.rsr Page 5 RIGHT,J WORKSHEET DEL AIR HEATING,AIR CONDITIONING,R Job: CAYENNE 7.22.04 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 IVWIN.Y2J. Ulm 1 Narnedmorn LAUNDRY UVMRMFOYER DINING RNI KITCHEN 2 Laglhcfeedwal 11.0 ft 55.0 ft 13.0 ft 13.0 ft 3 Rxmdrtveors 6.0 x 8.0 ft 205 x 13.0 ft 125 x 14.0 ft 12:0 x 120 ft 4 Cedngs Conk Option &0 ft heatlmol 8.0 ft heatlood 8.0 ft healbod 8.0 Ilh�Od TYPE OF CST F(Tm Area Loadw) Area Load{Bli1) Area Load(Blh) Area Wadith) E)ff'0� ND. Htg Clg (ft?)�9 clg (ft1) Ht9 Clg (f) �g CIg (ft') Htg CIg 5 Gross a 14B 4.6 2.1 0 "" "" - "" 101 "" 101 E>poeSd b 12C 2.9 1.9 0 - - 0 "" "" () "" v.cais aid c 13C 32 12 8B "" "" 1 "" "" 0 " partitions d 0.0 0.0 0 - 0 "" "" 0 e 0.0 0.0 0 - 0 - - 0 �' f 0.0 0.0 0 - - 0 - - 0 6 VVrdpvsaid a 1C 37A " 0 0"" 1441 - 23 850 `"" 0 glass doors b 8C- 37.0 " 0 0 "" 0 "" 0 0 '"'" 0 Heating c 9C 38.7 " 0 0"" 0 "" 0 0 -c 0 d 3C 232 " 0 0 "" 0 0- 0 0 ""c () e 0.0 " 0 0"" 0 "" 0 0- 0 "* f 0.0 " 0 "" 0 0 "" 0 0- 0 7 VVrldDm and North 20.4 0 "" 0 0 "" 0 0 "" 0 "" 0 glass doors NEWW 0.0 0 "" 0 0- 0 0 "" 0 C- 0 c_"EW 87.4 0- 0 3409 0 - 0 C "" 0 SEGW 0.0 0- 0 0 - 0 0 "" 0 "" 0 South 46.4 0 "" 0 0 "" 0 23 "" 1097 "" 0 Horz 0.0 .0 "" 0 0 "" 0 0- 0 "" 0 8 OtllerdoorS a 11A 18.9 127 0 0 1 359 242 0 0 0 0 0 b 11A 18,9 127 0 0 255 0 0 0 0 0 c 1013 14.7 99 0 0 0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 0 0 0 261 1203 537 81 373 167 104 479 214 opined b 12C 2.9 12 0 0 0 0 0 0 0 0 0 0 0 vats and c 13C 32 12 88 zR 103 101 318 118 0 0 0 0 0 partitions d 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 f 0.0 0D 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16G 1.1 1.4 0 0 0 0 0 0 0 0 0 c 0 0 b 16C. 2.8 3.5 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 c 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 c 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 252 0.0 11 0 55 1426 0 13 337 0 1 337 0 (Note_ room b 19G 1.1 OD 0 c 0 0 0 0 0 0 0 0 0 p-leler c 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 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 12 Infit ra a 28.3 9.1 0 0 0 78 2295 709 23 65D 2CE 0 0 13 Subl-Aal bss=6+8-+11+12 - "' T329 2210 "" "" 816 "" Less exbrrdheatirlg ""0 0"" "" 0 "" "" 0 - Less transfer 0 • • • •• - 0 "" , , 0 "" Heating redstrdxution 0 "' ""' 0 "" "" 0 "" "' 0 "" 14 Dula loss 101 56"" 10°/ 7T"" 101/. 221 - 10' 82 - 15 Total loss =13+14 "" 61 "" "" 8062 - 2,0 "" 89B "" 16. Int. gains: People, @ 300 0 "" 0 0 0 1 " 0 Appl @ 1200 1 "" 600 0 0 0- 0 1 "" 1330 17 SubtlRSHgarF7+8-+12+16 "" 7W "" "" 5270 - - 1743 - 1414 Less a ernal 000frlg "" "" 0 "" 0 "" "" () - 0 Less transfer - - 0 - 0 - - 0 - 0 Coolingredistrbution - - 0 "" "" 0 - - 0 - 0 18 Duct gain 10"/ "" 70 10°/ "" 527 10° - 174 10° "" 141 19 Total RSH gain (17+18)TLF 1 m "" 773 1.00 "' 5797 1.00 "" 1917 1.00 "" 155B 20 Air required (din) 39 "" 353 2 "" 107 96 "'" 39 78 Printout certified by ACCA to meet A requiremerds of Manual J 7th Ed. wr'rrght50ft Right -Suite Residential 5.5.17 RSR31575 2006-May-23 10:56:49 .9CC31. E:1FileslLennarOrlando2002lCAYENNE\CAYENNE.rsr Page 6 RIGHT-rJ WORKSHEET DEL AIR HEATING,AIR CONDITIONING,R Job: CAYENNE 7.22.04 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 MW VUHLJ. /In m 1 Narnedroom SST 2 Lerxflde4osed%%d 21.0 ft 3 Ricmdrnasors 9.0 x 120 ft 4 Ceilngs Cana Option 8.0 ft i healibc l TYPECF I CST HTM Arm Load(BA,h) Arm Area Area EVOSURE NO Hl9 Clg W) Ht9 Clg Htg Clg, mg Cfg Htg Clg 5 Gross a 14B 4.6 2.1 168 - - 5poeed b 12C 29 19 0 - - Wells and c 13C 32 12 0 `°" - partitions d 0.0 0.0 0 e 0.0 0.0 0 f 0.0 0.0 0 6 Wncl ro nil a 1c 37D - 16 591 - " glass doors b 8C 37.0 - 0 0- Heeling c 9C 38:7 " 0 0`"" d 3C 232 - 0 0 - e 0.0 - 0 0 - f 0.0 0 7 Wrdaysand North 20.4 0 0 glass doors NEM 0.0 0 0 Coohn9 EMt 87.4 16 "" 1396 SEUN 0.0 0 0 South 46.4 0 0 Horz 0.0 0 "` 0 8 Olherdoors a 11A 189 127 0 0 0 b 11A 189 127 0 0 0 c 1OD 14.7 9.9 0 0 0 9 Net a 14B 4.6 2.1 152 700 313 epoeed b 12C 2.9 12 0 0 0 wars and c 13C 32 12 0 0 0 partitions d 0.0 0.0 0 0 0 e 0.0 OD 0 0 f 0.0 OD 0 0 10 Ceilings a 16G 1.1 1A 0 0 0 b 16C. 28 3.5 0 0 0. c 0.0 0.0 0 0 0 d 0.0 0.0 0 0 0 e 0.0 0.0 0 0 0 f 0.0 0.0 0 0 0 11 Floors a 22A 25.9 0.0 21 544 0 (N�:room b 19G 1A 0.0 0 0 0 periralor c 0.0 0.0 0 0 0 is displ. d 0.0 0.0 0 0 0 for stab a 0.0 0.0 0 0 0 floors) f 0.0 0.0 0 0 0 12 Infiltration a 28,3 9.1 16 462 145 13 SubW loses* 8-+11+12 Less exnrraltxeating Lessfrasfer «.. - »» ,. ... .... ,... «« ,.. ,. .. .... .... 14 Healing red lion Duct loss 10°/ - o/( «« o .... .,.. 15 Total loss 13+14 2517 - 16 Int gains: people, @ 30D 0 - 0 Appl. @ 120D 0 - 0 " 17 SubblRSHg6n--7+8+12+16 '' - 1857 Less edernal cmkq - 0 .. ..., Cooling redstrbution - 0 ,,•• • • ,• • «» 18 Dud gain 101 - 186 % ° 19 Total RSH gan"17+18)-PLF 1.00 - 2042 20 Air required (c8n) 11 103 Printout oeftified by ACCA b meet al requirements of Manual J 7th Ed. wrIghtst3f - Right -Suite Resident(al 5.5.17 RS'R31575 2006-tvtay-2310:99:49 ACC` E:\Files\Lennar0rlando2002\CAYENNE\CAYENNE.rsr Page 7 0 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 86.5 The higher the score, the more efficient the home. 1. New construction or existing New 2. Single family or multi -family Single family 3. Number of units, if multi -family I 4. Number of Bedrooms 5 _ 5. Is this a worst case? Yes _ 6. Conditioned floor area (ft') 3037 ft2 _ 7. Glass typel and area: (Label reqd. by 13-104.4.5 if not default) a. U-factor: Description Area (or Single or Double DEFAULT) 7a(Sngle Default)314.0 R7 _ b. SHGC: (or Clear or Tint DEFAULT) 7b. (Clear)314.0 ft' 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 209.5(p) ft b. Raised Wood, Adjacent R=11.0, 384.0ft2 c. N/A _ 9_ Wall types a. Concrete, Int Insul, Exterior R=4.1, 933.0 ft' _ b. Frame, Wood, Exterior R=1 I.0, 1245.0 ftz _ c. Frame, Wood, Adjacent R=11.0, 345.0 ftz d N/A e. N/A _ 10. Ceiling types a. Under Attic R=30.0, 1730.0 ftz _ b. N/A _ c. N/A _ 11. Ducts a. Sup: Unc. Ret: Unc. AH(Sealed):Garage Sup_ R=6.0, 1.0 ft b. Sup: Unc. Ret: Unc_ AH(Sealed):Interior Sup. R=6.0, 1.0 ft 12. Cooling systems a. Central Unit b. Central Unit c. N/A 13. Heating systems a. Electric Heat Pump b. Electric Heat Pump c. N/A 14. Hot water systems a. Electric Resistance b. N/A c. Conservation credits (HR-Heat recovery, Solar DHP-Dedicated heat pump) 15. HVAC credits (CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, MZ-C-Multizone cooling, MZ-H-Multizone heating) 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 inspe ' n_ rwis Elie tPL Display Card will be completed based on installed Code Builder Signature: 6/01/06 Address of New Home: Celery Ave Estates Lot 64 Sanford, FI Cap: 29.0 kBtu/hr SEER:13.00 Cap: 29.0 kBtu/hr _ SEER: 13.00 Cap: 13.0 kBtu/hr _ HSPF:8.30 _ Cap: 13.0 kBtu/hr _ HSPF: 8.30 Cap: 50.0 gallons EF: 0.90 _ *NOTE: The home's estimated energy performance score is only available through the FLARES computer program: This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA/DOE EnergyStar'mdesignation), your home may qualify for energy efficiency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec. ucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. 1 Predominant glass type. For actual glass type and areas, see Summer & Winter Glass output on pages 2&4. EnergyGauge® (Version: FLRCSpB v4.U) PT, _ Trussway, Ltd. Southeastern Division 8850 Trussway Blvd. Orlando, FL 32824 Ph. (407) 857-2777 Fax (407)857-7855 Project: Lennar Homes, Cayenne A Celery Estates Lot 64, City of Sanford Truss Design Loads (Individual Drawings may show Special Loading Conditions) Gravity - Roof 40 psf Total Load Gravity — Floor 60 psf Total Load Wind: 120 mph as per ASCE 7-02 & FBC2004.Truss design software: Mitek2020 Name, Address and License # of Structural Engineer of Record for the Building: Name: Lindemann Bentzon Engineering Company, Inc. License #EB0006871 Address: 375 Highway 50, Clermont, Florida 34711 This package includes truss design drawings with individual date of design. These trusses are listed below and/or on the attached spread sheet. These truss designs have been prepared by Trussway Ltd., under my direct supervision based on the parameters provided and shown on the truss drawings. The seal on this letter indicates acceptance of professional engineering responsibility solely for the truss drawings attached. The suitability and use of these components for any particular building is the responsibility of the building designer, per ANSI/TPI-2002 Sec.2. This is in accordance with Rule 61 G5-31.003, section 5 of the Florida Board of Professional Engineers. HROI,HR04,J0I-J04,J06,Jl3,R01-R08;R I.-RI7,R21-R24,F01-F17,FR01,FR02;FR05-FRl1 'April 24, 2006 Delegated Truss Design Engineer Date Registered Professional Engineer, State of'Florida Junaidie Budiman, License Number 45161` 8850 Trussway Boulevard Orlando, Florida 32824 407-857-2777 .FL These plans have beer, reviewer; IV 000%41)" to ? Ntwo. Building Code (Building, Wchanicai, PN1hf m aiiti i i�a3j 08 the National Electrical COde, as adopted by the Steil dl ftefte. bTr t`stan Review of these plans is pursuant to ZOttioh 1t14•�'bl INOIbfiba Building Code and do not 9:Cludo 0OWS 61404a of thr? Mated codes nor shall itredo;e ln'� petinit hnttler titifn t'tidl liahea with provisions of these or any othar state br 1601 IaW 1001ating c?ndard he performance of caPtgtPtietion. Da1G: 0� s Examiner License No, hanical, Electrical, Plumbing) ') TRUSSWAY, Ltd. 8850 Trussway Blvd. To: Delivery List Qrlando, FL 32824 Lennar Orlando Job Number: LE3161 Phone:407-857-2777 Fax:407-857-7855 Orlando, Florida Page: 1 Date: 10-10-2005 - 9:18:47 AM Project: Block No: Model: CAYENNE Lot No: Project ID: multiple Contact: Site: Office: Deliver To: Account No: Designer: JMT Name: CAYENNE Phone: Salesperson: Fax: A Quote Number: Tentative Delivery Date: Profile: Qty: Truss Id: Span: Truss Type: Slope: LOH ROH Load By: 3-9-7 3 HRO1 8-5-1 OUTRIGGER 4.24 1-5-0 0-0-0 ® 36 lbs. each 0.00 2-10-7 1 HR04 5-9-15 205 4.24 1-5-0 0-0-0 .99:1-1 20 lbs. each 0.00 1-9-15 6 J01 2-0-0 JACK 6.00 1-0-0 0-0-0 .� 8 lbs. each 0.00 2-9-15 6 J02 4-0-0 JACK 6.00 1-0-0 0-0-0 ..4 14 lbs. each 0.00 3-9-15 22 J03 6-0-0 JACK 6.00 1-0-0 0-0-0 20 lbs. each 0.00 1-3-15 2 J04 1-0-0 JACK 6.00 1-0-0 0-0-0 A 5 lbs. each 0.00 2-10-15 5 J06 4-2-0 JACK 6.00 1-0-0 0-0-0 .04 151bs. each 0.00 2-3-15 2 J13 3-0-0 JACK 6.00 1-0-0 0-0-0 .4 11 lbs. each 0.00 (1) 2-Ply 3.9-15 2 R01 40-0-0 RHIPGIR 6.00 1-0-0 1-0-0 226 lbs. each 2X4/2X6 0.00 4-9-15 1 R02 40-0-0 RHIP 6.00 1-0-0 1-0-0 195 lbs. each 0.00 5-9-15 1 R03 40-0-0 RHIP 6.00 1-0-0 1-0-0 195 lbs. each 2 Rows Lat Brace 0.00 6-9-15 2 R04 40-0-0 RHIP 6.00 1-0-0 1-0-0 204 lbs. each 2 Rows Lat Brace 0.00 7-9-15 2 R05 40-0-0 RHIP 6.00 1-0-0 1-0-0 200 Ibs. each 0.00 8-9-15 2 R06 40-0-0 RHIP 6.00 1-0-0 1-0-0 223 lbs. each 0.00 9-9-15 2 R07 40-0-0 RHIP 6.00 1-0-0 1-0-0 217 lbs. each 2 Rows Lat Brace 0.00 10-9-15 2 R08 40-0-0 REG 6.00 1-0-0 1-0-0 2061bs. each 2 Rows Lat Brace 0.00 6-2-14 1 Rll 40-0-0 RHIP 6.00 1-0-0 1-0-0 197 lbs. each 2 Rows Lat Brace 0.00 6-2-14 1 R12 40-0-0 RHIP 6.00 1-0-0 1-0-0 207 lbs. each 3 Rows Lat Brace 0.00 (1) 2-Ply 5-10-15 2 R13 40-0-0 REIPGIR 6.00 1-0-0 1-0-0 243 lbs. each 2X4/2X6 1 0.00 3-4-3 1 R14 6-0-0 MONO GIR 6.00 0-0-0 0-0.0 ®i 331bs. each 2X4/2X6 0.00 TRUSSWAY, Ltd. 8850 Trussway Blvd. To: Deliver List Orlando, FL 32824 Lennar Orlando Job Number: LE3161 Phone:407-857-2777 Fax:407-857-7855 Orlando, Florida Page: 2 Date: 10-10-2005 - 9:18:47 AM Project: Block No: Model: CAYENNE Lot No: Project ID: multiple Contact: Site: Office: Deliver To: Account No: Designer: JMT Name: CAYENNE Phone: Salesperson: Fax: A Quote Number: Tentative Delivery Date: Profile: Qty: Truss Id: Span: Truss Type: Slope: LOH ROH Load By: 2-10-15 1 R15 21-8-0 RHIPGIR 6.00 1-0-0 0-0.0 991bs. each 0.00 3-10-15 1 R16 21-8-0 RHIP 6.00 1-0-0 0-0-0 92 lbs. each 0.00 4-10-15 1 R17 21-8-0 RHIP 6.00 1-0-0 0-0-0 101 lbs. each 0.00 2-10-7 1 R21 8-2-0 COMMON 6.00 1-0-0 1-0-0 35 lbs. each 0.00 2-10-7 1 R22 8-2-0 COMMON 6.00 1-0-0 0-0-0 .� 27 lbs. each 0.00 1 R23 8-2-0 COMMON 2-10-7 6.00 1-0-0 0-0-0 I .� 27 lbs. each 0.00 2-5-3 ' 1 R24 4-2-0 MONO GIR 6.00 0-0-0 0-0-0 191bs. each 2X4/2X6 0.00 1 F01 20-0-0 BB 1-2-8 0-0-0 0-0-0 / � 1011bs.each ` c4 6 F02 20-0-0 BB 1-4-0 0-0-0 0-0-0 102lbs. each 3 F03 20-0-0 BT 1-4-0 0-0-0 0-0-0 Rszr� 105 lbs. each c 3 - 2 - 4 4 F04 23-0-8 BTN 1-4-0 0-0-0 0-0-0 127 lbs. each 4 F05 23-0-8 BBN 1-4-0 0-0-0 0-0-0 123 lbs. each 1 F06 23-0-8 BBN 1-2-8 0-0-0 0-0-0 1191bs. each c1-1-12 1 F07 21-10-12 TBC 1-2-8 0-0-0 0-0-0 114 lbs. each c1-1-12 5 F08 21-10-12 BBC 1-4-0 0-0-0 0-0-0 115 lbs. each c1-1-12 3 F09 21-10-4 TBC 1-4-0 0-0-0 0-0-0 117 lbs. each 1 F10 21-8-8 FLOOR 1-4-0 0-0-0 0-0-0 ;mz= 112 lbs. each 1 F11 21-5-8 FLOOR 1-4-0 0-0-0 0-0-0 113 lbs. each 6 F12 3-6-0 NN 1-4-0 0-0-0 0-0-0 R9 22 lbs. each T I F131 F13 6-9-0 FLOOR 1-4-0 0-0-0 0-0-0 R� 39 lbs. each TRUSSWAY, Ltd. 8850 Trussway Blvd. T0' Delivery List Orlando, FL 32824 Lennar Orlando Job Number: LE3161 Phone:407-857-2777 Fax:407-857-7855 Orlando, Florida Page: Date: 3 10-10-2005 - 9:18:47 AM Project: Block No: Model: CAYENNE Lot No: Project ID: multiple Contact: Site: Office: Deliver To: CAYENNE Account No: Designer: JMT Name: Phone: Salesperson: A Fax. Quote Number: Tentative Delivery Date: Profile: Qty: Truss Id: Span: Truss Type: Slope: LOH ROH Load By: 9 F14 14-0-8 BN 1-4-0 0-0-0 0-0-0 75 lbs. each 1 F15 21-4-0 BBB 1-4-0 0-0-0 0-0-0 R 113 lbs. each 1 F16 21-4-0 BBB 1-2-8 0-0-0 0-0-0 109 lbs. each 43 F17 2-1-8 BT 1-4-0 0-0-0 0-0-0 � 11 lbs. each (1) 2-Ply 1-1-0 2 FROI 5-8-0 FLAT GIR 0.00 0-0-0 0-0-0 26 lbs. each 0.00 (1) 2-Ply 1-1-0 2 FR02 7-1-8 FLAT GIR 0.00 0-0-0 0-0-0 65 lbs. each 0.00 1-4-0 10 FR05 10-0-0 FLAT TRUSS 0.00 0-0-0 0-0-0 ® 41 lbs. each 0.00 1-4-0 1 FR06 11-7-0 FLAT TRUSS 0.00 0-0-0 0-0-0 47lbs. each 0.00 1-4-0 1 FR07 9-9-0 FLAT TRUSS 0.00 0-0-0 0-0-0 39lbs. each 0.00 1-4-0 1 FR08 5-8-8 301 0.00 0-0-0 0-0-0 ® 22 lbs. each 0.00 1-4-0 1 FR09 14-4-0 301 0.00 0-0-0 0-0-0 57 lbs. each 0.00 1-4-0 1 FR10 6-.11-0 301 0.00 0-0-0 0-0-0 ® 27 lbs. each 0.00 1-4-0 1 FR11 4-0-0 301 0.00 0-0-0 0-0-0 ® 16 lbs. each 0.00 MISC. ITEMS Quantity: Description: 2 18-00-00 1-3/4' x 16' LVL (2-Ply) 24 MSH413 2 JUS26 3 THD26 Job Truss Truss Type city Ply LE3161 - Lennar Orlando - CAYENNE LE3161R HR01 OUTRIGGER 1 1 Job Reference (optional) i russway ua., unanao, rL JZCZ4 b.ZUU S Jul 13 zUUb MI I eK inausines, Inc. Mon UCT l U Uy:Z4:43 ZUUb rage l -1-5-0 5-10-9 8-5-1 1-5-0 5-10-9 2-6-8 2x3 IIScale = 1:17.8 E 3x3 = 3x4 = LOADING(psf) SPACING 2-0-0 TCLL 20.0 Plates Increase 1.25 TCDL 10.0 Lumber Increase 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC20041TPI2002 LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.1 WEBS 2 X 4 SYP No.3 BRACING TOPCHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) B = 330/0-3-8 F = 456/0-3-8 Max Horz B = 211(load case 3) Max Uplift B =-161(load case 3) F _-258(load case 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD A-B = 0/26 B-C =-323/101 C-D = -56/19 D-E = -6/0 D-F =-106/112 BOT CHORD B-F =-238/278 WEBS C-F =-365/313 NOTES (7-8) 1) Wind: ASCE 7-02; 120mph (3-second gust); h=22ft; TCDL=5.Opsf; BCDL=5.Opsf; Category II; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 161 lb uplift at joint B and 258 lb uplift at joint F. 8-5-1 CSI DEFL in (loc) I/deft TC 0.25 Vert(LL) -0.21 B-F >466 BC 0.58 Vert(TL) -0.53 B-F >181 WB 0.09 Horz(TL) 0.00 F n/a (Matrix) 5) "Fix heels only" Member end fixity model was used in the analysis and design of this truss. 6) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 7) NOTE: Refer to yellow bracing and/or T-1 sheet for more information. 8) NOTE: The seal on this drawing indicates acceptance of professional engineering responsibility solely for the truss component design shown. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: A-B=-60 Trapezoidal Loads (plf) Vert: B=O(F=10, B=10)-to-F=-42(F=-11, B=-11), B=-2(F=29, B=29)-to-D=-123(F=-31, B=-31), D=-83(F=-31, B=-31)-to-E=-86(F=-33, B=-33) L/d PLATES GRIP 240 MT20 244/190 180 n/a Weight: 37 lb Junaidie Budi.—, P1- 045161 99SO Tummy y Nulmrd Orlando, FL 32824 10/10/2005 Job Truss Truss Type Oty Ply LE3161 - Lennar Orlando - CAYENNE LE3161 R HR04 205 1 1 Job Reference (optional) I IUssWdy LW., ufldnuu, rL JLOL4 b.LUu 5 Jw lJ LUUD III IeK Inausines, Inc. mon Vc[ lu ua:[4:44 LUUO rage l 1 -1-5-0 i 5-9-15 , 1-5-0 5-9-15 C 3x3 = LOADING(psfi SPACING 2-0-0 TCLL 20.0 Plates Increase 1.25 TCDL 10.0 Lumber Increase 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC2004/TPI2002 LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND BRACING TOP CHORD Structural wood sheathing directly applied or 5-9-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) C = 150/0-3-8 B = 219/0-3-8 D = 54/0-3-8 Max Horz B = 116(load case 3) Max Uplift C = 126(load case 3) B 141(load case 3) Max Grav C = 150(load case 1) B = 219(load case 1) D = 109(load case 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD A-B = 0/26 B-C = -58/36 BOT CHORD B-D = 0/0 NOTES (8-9) 1) Wind: ASCE 7-02; 120mph (3-second gust); h=22ft; TCDL=5.Opsf; BCDL=5.Opsf; Category II; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 126 lb uplift at joint C and 141 lb uplift at joint B. 5-9-1 CSI DEFL in (loc) I/deft TC 0.34 Vert(LL) -0.06 B-D >999 BC 0.31 Vert(TL) -0.12 B-D >563 WB 0.00 Horz(TL) -0.00 C n/a (Matrix) 5) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) C. 6) "Fix heels only" Member end fixity model was used in the analysis and design of this truss. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 8) NOTE: Refer to yellow bracing and/or T-1 sheet for more information. 9) NOTE: The seal on this drawing indicates acceptance of professional engineering responsibility solely for the truss component design shown. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: A-B=-60 Trapezoidal Loads (plf) Vert: B=-2(F=29, B=29)-to-C=-87(F=-14, B=-14), B=O(F=10, 13=10)-to-D=-29(F=-5, B=-5) L/d PLATES GRIP 240 MT20 244/190 180 n/a Weight: 20 lb Junaidie Budiman, PE 445161 8850 Trussway Boulevard Orlando, FL 32824 10/10/2005 1:12.2 Job Truss Truss Type Qty Ply LE3161 - Lennar Orlando - CAYENNE LE3161 R J01 JACK 1 1 Job Reference (optional) i russway ua., vnanao, ru J, tlU4 b.2UU s JUI 13 2UUb MI I eK Inaustrles, Inc. Mon UCt 10 U9:24:44 200b Page 1 -1-0-0 2-0-0 C 1-0-0 2-0-0 LOADING(psf) SPACING 2-0-0 TCLL 20.0 Plates Increase 1.25 TCDL 10.0 Lumber Increase 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2004/TPI2002 LUMBER TOP CHORD 2 X 4 SYP No.3 BOT CHORD 2 X 4 SYP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) B = 156/0-3-8 D = 19/0-3-8 C = 42/0-3-8 Max Herz B = 92(load case 6) Max Uplift B = -110(load case 6) C = -36(load case 6) Max Grav B = 156(load case 1) D = 39(load case 2) C = 42(load case 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD A-B = 0/25 B-C = -35/14 BOT CHORD B-D = 0/0 NOTES (7-8) 1) Wind: ASCE 7-02; 120mph (3-second gust); h=22ft; TCDL=5.Opsf; BCDL=5.Opsf; Category II; Exp B; enclosed; MWFRS gable end zone and C-C Interior(1) zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 2) This truss has been designed for a 10.0 psf bottom Mord live Igad no wnwrot With any other live loads, 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 2-0-0 CSI DEFL in (loc) I/deft TC 0.17 Vert(LL) -0.00 B >999 BC 0.06 Vert(TL) -0.00 B-D >999 WB 0.00 Horz(TL) -0.00 C n/a (Matrix) 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 110 lb uplift at joint B and 36 lb uplift at joint C. 5) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) C. 6) "Fix heels only" Member end fixity model was used in the analysis and design of this truss. 7) NOTE: Refer to yellow bracing and/or T-1 sheet for more information. 8) NOTE: The seal on this drawing indicates acceptance of professional engineering responsibility solely for the truss component design shown. LOAD CASE(S) Standard Scale = 1:7.1 Ud PLATES GRIP 240 MT20 244/190 180 n/a� Weight: 8lb UUU Jodidil; budiman, PE #45141 8850 Trussway Boulevard Orlando, FL 32824 10/10/2005 Job Truss Truss Type Qty Ply LE3161 - Lennar Orlando - CAYENNE LE3161 R J02 JACK 1 1 Job Reference (optional) i russway ua., unanao, rL 3ZCZ4 6.zuu s Jul 13 zuu� MI I eK Inaustnes, Inc. Mon VCt l U uy:Z4:44 ZUUD rage l -1-0-0 4-0-0 1-0-0 4-0-0 C LOADING(psf) SPACING 2-0-0 TCLL 20.0 Plates Increase 1.25 TCDL 10.0 Lumber Increase 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2004/TPI2002 LUMBER TOP CHORD 2 X 4 SYP No.3 BOT CHORD 2 X 4 SYP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) C = 101/0-3-8 B = 228/0-3-8 D = 37/0-3-8 Max Horz B = 143(load case 6) Max Uplift C =-98(load case 6) B _-127(load case 6) Max Grav C = 101(load case 1) B = 228(load case 1) D = 74(load case 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD A-B = 0/26 B-C = -63/37 BOT CHORD B-D = 0/0 NOTES (7-8) 1) Wind: ASCE 7-02; 120mph (3-second gust); h=22ft; TCDL=5.Opsf; BCDL=5.Opsf; Category II; Exp B; enclosed; MWFRS gable end zone and C-C Interior(1) zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4-0-0 4-0-0 CSI DEFL in (loc) I/deft TC 0.27 Vert(LL) -0.01 B-D >999 BC 0.23 Vert(TL) -0.03 B-D >999 WB 0.00 Horz(TL) -0.00 C n/a (Matrix) 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 98 lb uplift at joint C and 127 lb uplift at joint B. 5) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) C. 6) "Fix heels only' Member end fixity model was used in the analysis and design of this truss. 7) NOTE: Refer to yellow bracing and/or T-1 sheet for more information. 8) NOTE: The seal on this drawing indicates acceptance of professional engineering responsibility solely for the truss component design shown. LOAD CASE(S) Standard Scale = 1:11.0 L/d PLATES GRIP 240 MT20 244/190 180 n/a Weight: 141b U Junaidie Budiman, PE #45161 8850 Trussway Boulevard Orlando, FL 32824 10/10/2005 Job Truss Truss Type city Ply LE3161 - Lennar Orlando - CAYENNE LE3161 R J03 JACK 1 1 Job Reference (optional) I russway ua., unanoo, ru i-IU4 o.zuu s JUI io zuuo MI IeK Inausines, Inc. Mon um lu uv:z4:40 zuuo rage -i -1-0-0 6-0-0 1-0-0 6-0-0 3x3 = LOADING (psf) SPACING 2-0-0 TCLL 20.0 Plates Increase 1.25 TCDL 10.0 Lumber Increase 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2004/rP12002 LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) C = 164/0-3-8 B = 304/0-3-8 D = 57/0-3-8 Max Horz B = 198(load case 6) Max Uplift C =-161(load case 6) B = 143(load case 6) Max Grav C = 164(load case 1) B = 304(load case 1) D = 114(load case 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD A-B = 0/26 B-C =-101/60 BOT CHORD B-D = 0/0 NOTES (7-8) 1) Wind: ASCE 7-02; 120mph (3-second gust); h=22ft; TCDL=5.Opsf; BCDL=5.Opsf; Category II; Exp B; enclosed; MWFRS gable end zone and C-C Interior(1) zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 6-0-0 CSI DEFL in (loc) I/deft TC 0.45 Vert(LL) -0.06 B-D >999 BC 0.34 Vert(TL) -0.16 B-D >430 WB 0.00 Horz(TL) -0.00 C n/a (Matrix) 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 161 Ib uplift at joint C and 143 lb uplift at joint B. 5) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) C. 6) "Fix heels only" Member end fixity model was used in the analysis and design of this truss. 7) NOTE: Refer to yellow bracing and/or T-1 sheet for more information. 8) NOTE: The seal on this drawing indicates acceptance of professional engineering responsibility solely for the truss component design shown. LOAD CASE(S) Standard Scale: 3/4"=1 Ud PLATES GRIP 240 MT20 244/190 180 n/a Weight: 21 lb Junaidie Budiman, PE 445161 8850 Trussway Boulevard Orlando, FL 32824 10/10/2005 Job Truss Truss Type aty Ply LE3161 - Lennar Orlando -CAYENNE LE3161 R J04 JACK 1 1 Job Reference (optional) i russway Ica., vnanoo, M JZDZ4 LOADING(psf) SPACING 2-0-0 TCLL 20.0 Plates Increase 1.25 TCDL 10.0 Lumber Increase 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2004fTP12002 LUMBER TOP CHORD 2 X 4 SYP No.3 BOT CHORD 2 X 4 SYP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) B = 133/0-3-8 D = 9/0-3-8 C =-5/0-3-8 Max Herz B = 64(load case 6) Max Uplift B =-123(load case 6) C -5(load case 1) Max Grav B = 133(load case 1) D = 19(load case 2) C = 17(load case 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD A-B = 0/25 B-C = -30/17 BOT CHORD B-D = 0/0 NOTES (7-8) 1) Wind: ASCE 7-02; 120mph (3-second gust); h=22ft; TCDL=5.Opsf; BCDL=5.Opsf; Category II; Exp B; enclosed; MWFRS gable end zone and C-C Interior(1) zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. b.ZUU s JUI 13 ZUUD ml I eK Ino urines, inc. mon Vct la u`J:Z4:4D ZaaD rage l C -1-0-0 1-0-0 1-0-0 1-0-0 1-0-0 3x3 = CSI DEFL in (loc) I/deft TC 0.17 Vert(LL) -0.00 B >999 BC 0.01 Vert(TL) -0.00 B >999 WB 0.00 Horz(TL) -0.00 C n/a (Matrix) 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 123 lb uplift at joint B and 5 lb uplift at joint C. 5) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) C. 6) "Fix heels only" Member end fixity model was used in the analysis and design of this truss. 7) NOTE: Refer to yellow bracing and/or T-1 sheet for more information. 8) NOTE: The seal on this drawing indicates acceptance of professional engineering responsibility solely for the truss component design shown. LOAD CASE(S) Standard Scale = 1:5.2 Ud PLATES GRIP 240 MT20 244/190 180 n/a Weight: 5lb v Junaidie Budiman, PE #45161 8850 Trussway Boulevard Orlando, FL 32824 10/10/2005 Job Truss Truss Type Qty Ply LE3161 - Lennar Orlando - CAYENNE LE3161 R J06 JACK 1 1 Job Reference (optional) 1 IUSSWay LW., Vllanuu, rL JLOL'f O.LVu 5 Jul IJ zuuo IVII IBR Inuu SIIIU5, Iflu. Mon l./u[ I uy.L4.40 Zwo rage -i -1-0-0 4-2-0 1-0-0 4-2-0 C LOADING(psf) SPACING 2-0-0 TCLL 20.0 Plates Increase 1.25 TCDL 10.0 Lumber Increase 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2004rTP12002 LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND BRACING TOPCHORD Structural wood sheathing directly applied or 4-2-0 oc purlins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) C = 106/0-3-8 B = 234/0-3-8 D = 39/0-3-8 Max Horz B = 148(load case 6) Max Uplift C _-103(load case 6) B _-128(load case 6) Max Grav C = 106(load case 1) B = 234(load case 1) D = 78(load case 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD A-B = 0/26 B-C = -66/39 BOT CHORD B-D = 0/0 NOTES (7-8) 1) Wind: ASCE 7-02; 120mph (3-second gust); h=22ft; TCDL=5.Opsf; BCDL=5.Opsf; Category II; Exp B; enclosed; MWFRS gable end zone and C-C Interior(1) zone; cantilever left and right exposed , Lumber DOL=1.33 plate grip DOL=1.33. This truss is designed for C-C for members and T003; dnIJ fur MWFR5 for rgoglipns specified. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. CSI. DEFL in (loc) I/deft TC 0.19 Vert(LL) -0.01 B-D >999 BC 0.16 Vert(TL) -0.03 B-D >999 WB 0.00 Horz(TL) -0.00 C n/a (Matrix) 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 103 lb uplift at joint C and 128 lb uplift at joint B. 5) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) C. 6) "Fix heels only" Member end fixity model was used in the analysis and design of this truss. 7) NOTE: Refer to yellow bracing and/or T-1 sheet for more information. 8) NOTE: The seal on this drawing indicates acceptance of professional engineering responsibility solely for the truss component design shown. LOAD CASE(S) Standard Ud PLATES GRIP 240 MT20 244/190 180 n/a Weight: 15 lb Junaidie Budiman, PE #45161 8850 Trussway Boulevard Orlando, FL 32824 10/10/2005 Scale = 1:11.3 Job Truss Truss Type Qty Ply LE3161 - Lennar Orlando -CAYENNE LE3161R R01 RHIPGIR 1 Job Reference (optional) I Iu55wdy LW., VI Idi IUu, rL OLO44 o.zuu 5 Jul 1a zuuD iv I eK inuuwie5, inc. IVIon um lu uu:z4:40 Luuo rage i -1-0-p 6-0-0 11-6-2 17-2-1 , 22-9-15 28-5-14 34-0-0 40-0-0 4,1-0 0 1-0-0 6-0-0 5-6-2 5-7-14 5-7-14 5-7-14 5-6-2 6-0-0 1-0-0 Scale = 1:68.9 6x7 6.00 12 3x5 = C D 2x4 11 3x5 = 3x6 = 3x5 = 6x7 E F G H I 4x7 = S R Q P O N M L 4x7 = 2x4 11 4x5 = 5x6 = 4x5 = 4x9 = 5x6 = 4x5 = 2x4 II 5-10-4 11-6-2 17-2-1 22-9-15 28-5-14 34-1-12 40-0-0 5-10-4 5-7-14 5-7-14 5-7-14 5-7-14 5-7-14 5-10-4 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.90 Vert(LL) 0.71 O-P >674 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.84 Vert(TL) -1.18 O-P >405 180 BCLL 0.0 Rep Stress Incr NO WB 0.61 Horz(TL) 0.16 J n/a n/a /ty BCDL 10.0 Code FBC2004/TPI2002 (Matrix) Weight: 452 lb LUMBER NOTES (12-13) TOP CHORD 2 X 4 SYP No.2ND 1) 2-ply truss to be connected together with 0.131"x3" Standard BOT CHORD 2 X 6 SYP No.2 Nails as follows: 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 WEBS 2 X 4 SYP No.3 Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 Uniform Loads (plf) oc. Vert: A-C=-60, C-1=-116(F=-56), I-K=-60, B-S=-20, BRACING Bottom chords connected as follows: 2 X 6 - 2 rows at L-S=-39(F=-19), J-L=-20 TOP CHORD 0-9-0 oc. Concentrated Loads (lb) Structural wood sheathing directly applied. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. Vert: S=-360(F) L=-360(F) BOT CHORD 2) All loads are considered equally applied to all plies, Rigid ceiling directly applied or 7-5-6 oc bracing. except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been REACTIONS (lb/size) provided to distribute only loads noted as (F) or (B), B = 3058/0-3-8 unless otherwise indicated. J = 3058/0-3-8 3) Unbalanced roof live loads have been considered for Max Horz this design. B =-75(load case 6) 4) Wind: ASCE 7-02; 120mph (3-second gust); h=22ft; Max Uplift TCDL=5.Opsf; BCDL=5.Opsf; Category 11; Exp B; B =-1424(load case 4) enclosed; MWFRS gable end zone; cantilever left and J =-1424(load case 3) right exposed ; Lumber DOL=1.33 plate grip DOL=1.33. 5) Provide adequate drainage to prevent water ponding. FORCES (lb) - Maximum Compression/Maximum Tension 6) This truss has been designed for a 10.0 psf bottom TOP CHORD chord live load nonconcurrent with any other live loads. A-B = 0/29 B-C =-6188/3010 7) This truss requires plate inspection per the Tooth C-D =-8694/4425 D-E =-10325/5247 Count Method when this truss is chosen for quality E-F =-10281/5223 F-G =-10281/5223 assurance -inspection. G-H =-10281/5223 H-1 =-8704/4431 8) Provide mechanical connection (by others) of truss to I-J =-6186/3009 J-K = 0/29 bearing plate capable of withstanding 1424 lb uplift at BOT CHORD joint B and 1424 lb uplift at joint J. B-S =-2649/5436 R-S =-2641/5408 9) Girder carries hip end with 6-0-0 end setback. Q-R =-4355/8693 P-Q =-4355/8693 10) "Fix heels only" Member end fixity model was used in O-P =-5177/10325 N-0 =-4317/8704 the analysis and design of this truss. M-N =-4317/8704 L-M =-2596/5406 11) Hanger(s) or other connection device(s) shall be J-L =-2603/5434 provided sufficient to support concentrated load(s) 360 lb WEBS down and 219 lb up at 34-0-0, and 360 lb down and 219 C-S =-170/573 I-L =-167/566 lb up at 6-0-0 on bottom chord. The design/selection of D-R =-1578/1063 E-P =-640/550 such connection device(s) is the responsibility of others. G-0 =-632/545 H-M =-1555/1051 12) NOTE: Refer to yellow bracing and/or T-1 sheet for C-R =-1996/3778 D-P =-967/1875 more information. E-0 = -85/48 ' H-O =-933/1814 13) NOTE: The seal on this drawing indicates I-M =-2004/3793 acceptance of professional engineering responsibility solely for the truss component design shown. Junaidie Budiman, PE #4516] 8850 Trussway Boulevard LOAD CASE(S) Orlando, FL 32824 Standard 10/10/2005 Job Truss Truss Type Qty Ply LE3161 - Lennar Orlando -CAYENNE LE3161 R R02 RHIP 1 1 Job Reference (optional) I russway Ltd., Onando, FL 32824 6.20u s JUI l3 zuub MI I eK industnes, Inc. Mon Oct 10 09:24:46 2005 rage 1 1-0-p 5-1-5 8-0-0 14-0-0 20-0-0 26-0-0 32-0-0 34-10-11 40-0-0 4,1-o 0 t 1-0-0 5-1-5 2-10-12 6-0-0 6-0-0 6-0-0 6-0-0 2-10-12 5-1-5 1-0-0 Scale = 1:69.0 6x6 ; 6x6 3x5 = 3x6 = 2x4 11 3x5 = 6.00 12 D E F G H cn if 0 5x5 = Q' P 0 N M 5x5 = 4x9 = 3x10 M1120H= 4x9 = 3x10 M1120H= 4x9 = 9-2-9 20-0-0 30-9-7 40-0-0 9-2-9 10-9-7 10-9-7 9-2-9 Plate Offsets (X Y): [B:0-2-8 0-0-2) [K:0-2-8 0-0-2) LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.64 Vert(LL) 0.40 0 >999 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.99 Vert(TL) -0.98 M-0 >484 180 M1120H 187/143 �t BCLL 0.0 Rep Stress Incr YES WB 0.77 Horz(TL) 0.24 K n/a n/a BCDL 10.0 Code FBC2004/TP12002 (Matrix) Weight: 195 lb LUMBER NOTES (9-10) TOP CHORD 2 X 4 SYP No.2ND 1) Unbalanced roof live loads have been considered for BOT CHORD 2 X 4 SYP No.2ND `Except' this design. B2 2 X 4 SYP No.2 2) Wind: ASCE 7-02; 120mph (3-second gust); h=22ft; WEBS 2 X 4 SYP No.3 TCDL=5.Opsf; BCDL=5.Opsf; Category II; Exp B; enclosed; MWFRS gable end zone and C-C Interior(1) BRACING zone; cantilever left and right exposed ; Lumber TOP CHORD DOL=1.33 plate grip DOL=1.33. This truss is designed Structural wood sheathing directly applied or 2-8-6 oc for C-C for members and forces, and for MWFRS for purlins. reactions specified. BOT CHORD 3) Provide adequate drainage to prevent water ponding. Rigid ceiling directly applied or 2-2-0 oc bracing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. REACTIONS (lb/size) 5) All plates are MT20 plates unless otherwise indicated. B = 1657/0-3-8 6) This truss requires plate inspection per the Tooth K = 1657/0-3-8 Count Method when this truss is chosen for quality Max Horz assurance inspection. B = 72(load case 6) 7) Provide mechanical connection (by others) of truss to Max Uplift bearing plate capable of withstanding 527 lb uplift at joint B _-527(load case 6) B and 527 lb uplift at joint K. K =-527(load case 7) 8) "Fix heels only" Member end fixity model was used in the analysis and design of this truss. FORCES (lb) - Maximum Compression/Maximum Tension 9) NOTE: Refer to yellow bracing and/or T-1 sheet for TOP CHORD more information. A-B = 0/26 B-C =-3033/1061 10) NOTE: The seal on this drawing indicates C-R =-2783/1000 D-R =-2729/1011 acceptance of professional engineering responsibility D-E =-2753/1018 E-F =-3954/1513 solely for the truss component design shown. F-G =-3954/1513 G-H =-3954/1513 H-I =-2753/1018 I-S =-2729/1011 LOAD CASE(S) J-S =-2783/1000 J-K =-3033/1062 Standard K-L = 0/26 BOT CHORD B-Q =-937/2646 P-Q =-1352/3548 O-P =-1352/3548 N-O =-1301/3548 M-N =-1301/3548 K-M =-873/2646 WEBS C-Q =-244/232 D-Q = -331 /1063 E-Q =-1095/604 E-0 =-155/545 G-O =-333/250 H-O =-155/545 Junaidie Budiman, PE #45161 H-M =-1095/604 I-M =-332/1063 8850 Trussway Boulevard J-M =-244/233 Orlando, FL 32824 10/10/2005 Job Truss Truss Type Qty Ply LE3161 - Lennar Orlando - CAYENNE LE3161 R R03 RHIP 1 1 Job Reference (optional) I russway Ltd., Vnanao, t-L 32824 6.200 s 3ul i 3 2005 Mi I eK inoustnes, Inc. Mon Oct lu 09:24:47 2005 rage i 1-0-p 6-0-3 10-0-0 16-8-0 23-4-0 30-0-0 33-11-13 40-0-0 41- 0 r t 1-0-0 6-0-3 3-11-13 6-8-0 6-8-0 6-8-0 3-11-13 6-0-3 1-0-0 Scale = 1:69.2 0 4x7 = 6x6 ; 3x5 = 3x6 = 3x5 = 6x6 A nn F1-9 D E F G H P O N M L 4x9 = 4x6 = 3x5 = 4x6 = 4x9 = 10-0-0 20-0-0 30-0-0 40-0-0 10-0-0 10-0-0 10-0-0 10-0-0 LOADING(psf) SPACING 2-0-0 CS' DEFL in (loc) I/deft L/d TCLL 20.0 Plates Increase L25 TC 0.78 Vert(LL) 0.29 N >999 240 TCDL 10.0 Lumber Increase 1.25 BC 0.95 Vert(TL) -0.73 L-N >651 180 BCLL 0.0 Rep Stress Incr YES WB 0.32 Horz(TL) 0.23 J n/a n/a BCDL 10.0 Code FBC2004fTPI2002 (Matrix) LUMBER NOTES (8-9) TOP CHORD 2 X 4 SYP No.2ND 1) Unbalanced roof live loads have been considered for BOT CHORD 2 X 4 SYP No.2ND this design. WEBS 2 X 4 SYP No.3 2) Wind: ASCE 7-02; 120mph (3-second gust); h=22ft; TCDL=5.Opsf; BCDL=5.Opsf; Category II; Exp B; BRACING enclosed; MWFRS gable end zone and C-C Interior(1) TOP CHORD zone; cantilever left and right exposed ; Lumber Structural wood sheathing directly applied or 2-5-10 oc DOL=1.33 plate grip DOL=1.33. This truss is designed purlins. for C-C for members and forces, and for MWFRS for BOT CHORD reactions specified. Rigid ceiling directly applied or 2-2-0 oc bracing. 3) Provide adequate drainage to prevent water ponding. WEBS 4) This truss has been designed for a 10.0 psf bottom 1 Row at midpt E-P, G-L chord live load nonconcurrent with any other live loads. 5) This truss requires plate inspection per the Tooth REACTIONS (lb/size) Count Method when this truss is chosen for quality B = 1657/0-3-8 assurance inspection. J 1657/0-3-8 6) Provide mechanical connection (by others) of truss to Max Horz bearing plate capable of withstanding 526 lb uplift at joint B _-82(load case 4) B and 526 lb uplift at joint J. Max Uplift 7) "Fix heels only" Member end fixity model was used in B =-526(load case 6) the analysis and design of this truss. J =-526(load case 7) 8) NOTE: Refer to yellow bracing and/or T-1 sheet for more information. FORCES (lb) - Maximum Compression/Maximum Tension 9) NOTE: The seal on this drawing indicates acceptance TOP CHORD of professional engineering responsibility solely for the A-B = 0/26 B-C =-2998/985 truss component design shown. C-D =-2704/899 D-E =-2378/840 E-F =-3121/1105 F-G =-3121/1105 LOAD CASE(S) G-H =-2378/840 H-1 =-2704/899 Standard I-J =-2998/985 J-K = 0/26 BOTCHORD B-P =-852/2616 O-P =-1054/3059 N-0 =-1054/3059 M-N =-1018/3059 L-M =-1018/3059 J-L =-770/2616 WEBS C-P =-325/262 D-P =-248/932 E-P =-943/500 E-N = 0/228 G-N = 0/228 G-L =-943/500 HzL = -Z451M I-L =-325/263 C1 M Iq 0 07 = PLATES GRIP MT20 244/190� W, Weight: 196 lb Junaidic Budiman, PL- #45161 8850 Trussway Boulevard Orlando, FL 32824 10/10/2005 Job Truss Truss Type Qty Ply LE3161 - Lennar Orlando - CAYENNE LE3161R R04 RHIP 1 1 Job Reference (optional) .....way a ., --I—, — —0- 0 b.LUU s Jul lJ NU0 MI I eK Inousines, Inc. Mon Uct I U`J:L4:4/ LUUS rage 1 1-0-p 6-4-4 12-0-0 17-4-0 22-8-0 28-0-0 + 33-7-13 40-0-0 4,1=010 1-0-0 6-4-4 5-7-13 5-4-0 5-4-0 5-4-0 5-7-13 6-44 1-0-0 Scale = 1:69.1 6x7 3x5 = 3x5 = 6x7 zz D E F G 4x7. 0 N M L K 4x7 = 4x9 = 3x6 = 3x5 = 3x6 = 4x9 = 10-4-9 10-4-9 LOADING (pso SPACING 2-0-0 TCLL 20.0 Plates Increase 1.25 TCDL 10.0 Lumber Increase 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2004/TPI2002 LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND WEBS 2 X 4 SYP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-8-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-7-14 oc bracing. WEBS 1 Row at midpt E-0, F-K REACTIONS (lb/size) B = 1657/0-3-8 1 = 1657/0-3-8 Max Horz B = -99(load case 4) Max Uplift B = -530(load case 6) 1 = -530(load case 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD A-B = 0/26 B-C =-2998/974 C-D =-2679/881 D-E =-2065/766 E-F =-2609/943 F-G =-2065/766 G-H =-2679/881 H-1 =-2998/974 I-J = 0/26 BOT CHORD B-0 =-771/2618 N-0 =-763/2569 M-N =-763/2569 L-M =-729/2569 K-L =-729/2569 I-K =-740/2618 WEBS C-0 =-392/305 D-O =-242/925 E-0 =-777/388 E-M = 0/201 F-M = 0/201 F-K =-777/388 G-K =-242/925 H-K =-392/305 9-7-8 9-7-8 CSI DEFL in (loc) 1/defl TC 0.59 Vert(LL) -0.26 I-K >999 BC 0.89 Vert(TL) -0.76 I-K >625 WB 0.32 Horz(TL) 0.21 1 n/a (Matrix) NOTES (8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 120mph (3-second gust); h=22ft; TCDL=5.Opsf; BCDL=5.Opsf; Category II; Exp B; enclosed; MWFRS gable end zone and C-C Interior(1) zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 530 lb uplift at joint B and 530 lb uplift at joint I. 7) "Fix heels only" Member end fixity model was used in the analysis and design of this truss. 8) NOTE: Refer to yellow bracing and/or T-1 sheet for more information. 9) NOTE: The seal on this drawing indicates acceptance of professional engineering responsibility solely for the truss component design shown. LOAD CASE(S) Standard 40-0-0 10-4-9 L/d PLATES GRIP 240 MT20 244/190M. 180 n/a Weight: 205 lb Junaidie Budiman, PE 445161 8850 Trussway Boulevard Orlando, FL 32824 10/10/2005 Job Truss Truss Type Qty Ply LE3161 - Lennar Orlando - CAYENNE LE3161R R05 RHIP 1 1 Job Reference (optional) i russway ua., unanao, rL 3ZOZ4 1-0-P 7-0-0 1-0-0 7-0-0 b.zuu s uw is zuub mi i er inausines, inc. Mon va 1u ua:24:4r zuoo rage 1 14-0-0 20-0-0 26-0-0 33-0-0 40-0-0 4,1-0i0 7-0-0 6-0-0 6-0-0 7-0-0 7-0-0 1-0-0 Scale = 1:69.0 6x7 2x4 11 6x7 5x5 = N M L K J 5x5 = 3x5 = 3x6 = 4x9 = 3x6 = 3x5 = 10-0-0 10-0-0 30-0-0 40-0-0 10-0-0 10-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud TCLL 20.0 Plates Increase 1.25 TC 0.95 Vert(LL) -0.22 B-N >999 240 TCDL 10.0 Lumber Increase 1.25 BC 0.88 Vert(TL) -0.65 B-N >729 180 BCLL 0.0 Rep Stress Incr YES WB 0.39 Horz(TL) 0.19 H n/a n/a BCDL 10.0 Code FBC2004rrPI2002 (Matrix) LUMBER 2) Wind: ASCE 7-02; 120mph (3-second gust); h=22ft; TOP CHORD 2 X 4 SYP No.2 *Except* TCDL=5.Opsf; BCDL=5.Opsf; Category 11; Exp B; T2 2 X 4 SYP No.2ND enclosed; MWFRS gable end zone and C-C Interior(1) BOT CHORD 2 X 4 SYP No.2ND zone; cantilever left and right exposed ; Lumber WEBS 2 X 4 SYP No.3 DOL=1.33 plate grip DOL=1.33. This truss is designed for C-C for members and forces, and for MWFRS for BRACING reactions specified. TOP CHORD 3) Provide adequate drainage to prevent water ponding. Structural wood sheathing directly applied. 4) This truss has been designed for a 10.0 psf bottom BOT CHORD chord live load nonconcurrent with any other live loads. Rigid ceiling directly applied or 6-10-14 oc bracing. 5) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality REACTIONS (lb/size) assurance inspection. B = 1657/0-3-8 6) Provide mechanical connection (by others) of truss to H = 1657/0-3-8 bearing plate capable of withstanding 527 lb uplift at joint Max Horz B and 527 lb uplift at joint H. B =-116(load case 4) 7) "Fix heels only" Member end fixity model was used in Max Uplift the analysis and design of this truss. B =-527(load case 6) 8) NOTE: Refer to yellow bracing and/or T-1 sheet for H =-527(load case 7) more information. 9) NOTE: The seal on this drawing indicates acceptance FORCES (lb) - Maximum Compression/Maximum Tension of professional engineering responsibility solely for the TOP CHORD truss component design shown. A-B = 0/26 B-0 =-2994/946 C-0 =-2846/951 C-D =-2717/901 LOAD CASE(S) D-E =-2287/860 E-F =-2287/860 Standard F-G =-2717/901 G-P =-2846/951 H-P =-2994/946 H-1 = 0126 BOTCHORD B-N =-716/2614 M-N =-482/2017 L-M =-482/2017 K-L =-436/2017 J-K = 436/2017 H-J =-716/2614 WEBS C-N =-438/322 D-N =-169/626 D-L =-224/544 E-L =-441/333 F-L =-224/544 F-J =-169/626 G-J = 438/322 PLATES GRIP MT20 244/190� Weight: 201lb �t NOTES (8-9) Junaidie Budiman, PE #45161 1) Unbalanced roof live loads have been considered for 8850 Trussway Boulevard this design. Orlando, FL 32824 10/10/2005 Job Truss Truss Type Qty Ply LE3161 - Lennar Orlando -CAYENNE LE3161 R R06 RHIP 1 1 Job Reference (optional) i russway uu., unanuu, rL 5ZOZ4 0 o.zuu s JUI l b zuuo MI I eK mousines, Inc. Mon um l u uv:Z4:425 zuub rage i 1-0-p 5-4-0 9-7-11 , 16-0-0 20-0-0 24-0-0 , 30-4-6 34-8-0 40-0-0 4,1-0i0 1-0-0 5-4-0 4-3-11 6-4-6 4-0-0 4-0-0 6-4-6 4-3-11 5-4-0 1-0-0 Scale = 1:69.0 6x7 2x4 11 6x7 zz 5x5 = P O N M L 5X5 = 4x9 = 3x6 = 4x9 = 3x6 = 4x9 = 9-7-11 20-0-0 30-4-6 9-7-11 10-4-6 104-6 40-0-0 9-7-11 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.93 Vert(LL) -0.23 L-N >999 240 MT20 244/190� TCDL 10.0 Lumber Increase 1.25 BC 0.87 Vert(TL) -0.70 L-N >680 180 BCLL 0.0 Rep Stress Incr YES WB 0.63 Horz(TL) 0.18 J n/a n/a BCDL 10.0 Code FBC2004/TP12002 (Matrix) Weight: 223 lb LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND WEBS 2 X 4 SYP No.3 BRACING TOP CHORD Structural wood sheathing directly applied. BOTCHORD Rigid ceiling directly applied or 6-11-9 oc bracing. REACTIONS (lb/size) B = 1657/0-3-8 J = 1657/0-3-8 Max Horz B =-133(load case 4) Max Uplift B =-527(load case 6) J _-527(load case 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD A-B = 0/26 B-C =-3015/924 C-Q =-2765/842 D-Q =-2657/860 D-E =-281811015 E-F =-1988/765 F-G =-1988/765 G-H =-2818/1015 H-R =-2657/860 I-R =-2765/842 1-J =-3015/924 J-K = 0/26 BOT CHORD B-P =-701/2630 O-P =-354/1865 N-0 =-354/1865 M-N =-354/1865 L-M =-354/1865 J-L =-701/2630 WEBS C-P =-240/220 D-P =_-384/289 E-P =-340/915 E-N =-142/418 G-N = -.142/418 G-L =-340/915 H-L =-384/289 I-L =-240/220 F-N =-287/220 2) Wind: ASCE 7-02; 120mph (3-second gust); h=22ft; TCDL=5.Opsf; BCDL=5.Opsf; Category II; Exp B; enclosed; MWFRS gable end zone and C-C Interior(1) zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 527 lb uplift at joint B and 527 lb uplift at joint J. 7) "Fix heels only" Member end fixity model was used in the analysis and design of this truss. 8) NOTE: Refer to yellow bracing and/or T-1 sheet for more information. 9) NOTE: The seal on this drawing indicates acceptance of professional engineering responsibility solely for the truss component design shown. LOAD CASE(S) Standard NOTES (8-9) Junaidie Budiman, PE #45161 1) Unbalanced roof live loads have been considered for 8850 TBoulevard O this design. OrlLandoando ; FL 32824 10/10/2005 Job Truss Truss Type Qty Ply LE3161 - Lennar Orlando - CAYENNE LE3161 R R07 RHIP 1 1 Job Reference (optional) I U55Wdy UU., Vild[MV, rL 32824 6.200 5 Jul 13 2005 Mi I eK indu51rie5, inu. Mun Ud 10 09:24.49 NUD rage 1 1-0-p 7-2-13 1 13-9-0 18-0-0 22-0-0 26-3-0 1 32-9-3 40-0-0 41-0�0 1-0-0 7-2-13 6-6-3 4-3-0 4-0-0 4-3-0 6-6-3 7-2-13 1-0-0 Scale = 1:69.0 6x6 6x6 6.00 12 F G 5x5 = Q P O N M 5x5 = 3x5 = 3x6 = 6x10 = 3x6 = 3x5 = 9-4-10 20-0-0 30-7-6 40-0-0 1 9-4-10 10-7-6 10-7-6 9-4-10 Plate Offsets (X,Y): [B:0-2-8 0-0-21 {K:0-2-8 0-0-21 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.61 Vert(LL) -0.25 M-O >999 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.88 Vert(TL) -0.74 M-O >644 180 W BCLL 0.0 Rep Stress Incr YES WB 0.29 Horz(TL) 0.19 K n/a n/a BCDL 10.0 Code FBC2004/TP12002 (Matrix) Weight: 218 Ib LUMBER NOTES (8-9) TOP CHORD 2 X 4 SYP No.2ND . 1) Unbalanced roof live loads have been considered for BOT CHORD 2 X 4 SYP No.2ND this design. WEBS 2 X 4 SYP No.3 2) Wind: ASCE 7-02; 120mph (3-second gust); h=22ft; TCDL=5.Opsf; BCDL=5.Opsf; Category 11; Exp B; BRACING enclosed; MWFRS gable end zone and C-C Interior(1) TOP CHORD zone; cantilever left and right exposed ; Lumber Structural wood sheathing directly applied or 2-8-14 oc DOL=1.33 plate grip DOL=1.33. This truss is designed purlins. for C-C for members and forces, and for MWFRS for BOT CHORD reactions specified. Rigid ceiling directly applied or 7-1-5 oc bracing. 3) Provide adequate drainage to prevent water ponding. WEBS 4) This truss has been designed for a 10.0 psf bottom 1 Row at midpt E-0, H-O chord live load nonconcurrent with any other live loads. 5) This truss requires plate inspection per the Tooth REACTIONS (lb/size) Count Method when this truss is chosen for quality B = 1657/0-3-8 assurance inspection. K = 1657/0-3-8 6) Provide mechanical connection (by others) of truss to Max Horz bearing plate capable of withstanding 527 lb uplift at joint B =-151(load case 4) B and 527 lb uplift at joint K. Max Uplift 7) "Fix heels only" Member end fixity model was used in B _-527(load case 6) the analysis and design of this truss. K =-527(load case 7) 8) NOTE: Refer to yellow bracing and/or T-1 sheet for more information. FORCES (lb) - Maximum Compression/Maximum Tension 9) NOTE: The seal on this drawing indicates acceptance TOP CHORD of professional engineering responsibility solely for the A-B = 0/26 B-R =-2999/871 truss component design shown. C-R =-2826/887 C-D =-2776/868 D-E =-2680/895 E-F =-1879/693 LOAD CASE(S) F-G =-1745/688 G-H =-1879/693 Standard H-1 =-2680/895 1-1 =-2776/868 J-S =-2826/887 K-S =-2999/871 K-L = 0/26 BOT CHORD B-Q =-65312691 P-Q =-431/2069 O-P =-431/2059, N-O =-431/2059 M-N =-431/2059 K-M =-653/2591 WEBS F-0 =-191/614 G-0 =-191/614 E-0 =-668/325 C-Q =-374/285 Junaidie Budiman, PE #45161 E-Q =-181/639 J-M =-374/285 8850 Trussway Boulevard H-0 =-668/325 H-M =-181/639 Orlando, FL 32824 10/10/2005 Job Truss Truss Type Qty Ply LE3161 - Lennar Orlando -CAYENNE LE3161 R R08 REG 1 1 Job Reference (optional) I IU .y L ., VIIGIIUV, rL 04044 0 0 o.LW 5 JUI 10 LUUJ IVII IeK Inauslnes. Inc. mon uc[ "Iu u`J:z4:4`J zuuO rage l -0-p 7-2-13 13-9-0 20-0-0 26-3-0 32-9-3 40-0-0 41-0�0 1 1-0-0 7-2-13 6-6-2 6-3-0 6-3-0 6-6-2 7-2-13 1-0-0 Scale = 1:70.1 6x6 = 6.00 F1_2 F 5x5 = P O N M L 5x5 = 3x5 = 3x6 = 4x9 = 3x6 = 3x5 = 9-4-10 20-0-0 30-7-6 40-0-0 i 9-4-10 10-7-6 10-7-6 9-4-10 LOADING (psf) SPACING 2-0-0 TCLL 20.0 Plates Increase 1.25 TCDL 10.0 Lumber Increase 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2004ITP12002 LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND WEBS 2 X 4 SYP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-8-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-1-5 oc bracing. WEBS 1 Row at midpt E-N, G-N REACTIONS (lb/size) B = 1657/0-3-8 J = 1657/0-3-8 Max Horz B = 168(load case 5) Max Uplift B =-527(load case 6) J =-527(load case 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD A-B = 0/26 B-Q =-2996/849 C-Q =-2822/865 C-D =-2774/844 D-E =-2762/874 E-F =-1873/677 F-G =-1873/677 G-H =-2762/874 H-1 = 2774/844 I-R =-2822/865 J-R =-2996/849 J-K = 0/26 BOT CHORD B-P =-632/2587 O-P =-421/2071 N-0 =-421/2071 M-N =-421/2071 L-M =-421/2071 J-L =-632/2587 WEBS C-P =-360/275 E-P =-172/626 E-N =-728/368 F-N =-435/1286 G-N =-728/368 G-L =-172/626 l-L =-360/275 CSI DEFL in (loc) I/deft TC 0.62 Vert(LL) -0.25 L-N >999 BC 0.88 Vert(TL) -0.75 L-N >634 WB 0.78 Horz(TL) 0.19 J n/a (Matrix) NOTES (7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 120mph (3-second gust); h=22ft; TCDL=5.Opsf; BCDL=5.Opsf; Category 11; Exp B; enclosed; MWFRS gable end zone and C-C Interior(1) zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 527 lb uplift at joint B and 527 lb uplift at joint J. 6) "Fix heels only" Member end fixity model was used in the analysis and design of this truss. 7) NOTE: Refer to yellow bracing and/or T-1 sheet for more information. 8) NOTE: The seal on this drawing indicates acceptance of professional engineering responsibility solely for the truss component design shown. LOAD CASE(S) Standard Ud PLATES GRIP 240 MT20 244/190 180 n/a Weight: 206 lb Junaidie Budiman, PE #45161 8850 Trussway Boulevard Orlando, FL 32824 10/10/2005 < o? IT 0 I — Job Truss Truss Type Qty Ply LE3161 - Lennar Orlando - CAYENNE LE3161R R11 'RHIP 1 1 Job Reference o tional -1-0-,0 6-0-3 1-0-0 6-0-3 Ln O 4x7 = O.LVV J Jul IJ LVVU I -I CR IIIUUJl11CJ, IIIG. IVIVII VGl lu uJ.L4.ov LVVJ rage -I 10-0-0 16-8-5 23-2-13 29-2-0 , 33-10-10 40-0-0 4,1-0 0 3-11-13 6-8-5 6-6-8 5-11-3 4-8-10 6-1-7 1-0-0 Scale = 1:70.6 6x6 ; 3x5 3x5 = 3x5 = H P 0 4x9 = 4x6 = N 3x5 = M L 4x9 = 4x6 = 10-1-12 i 19-11-9 29-9-6 40-0-0 10-1-12 9-9-13 9-9-13 10-2-10 Plate Offsets (X Y): [B:0-0-0 0-0-4] [J:0-0-0 0-0-4] LOADING(pso SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.79 Vert(LL) 0.30 N >999 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.96 Vert(TL) -0.75 J-L >636 180 BCLL 0.0 Rep Stress Incr YES WB 0.33 Horz(TL) 0.23 J n/a n/a BCDL 10.0 Code FBC2004fTP12002 (Matrix) Weight: 197 lb LUMBER NOTES (8-9) TOP CHORD 2 X 4 SYP No.2ND 1) Unbalanced roof live loads have been considered for BOT CHORD 2 X 4 SYP No.2ND this design. WEBS 2 X 4 SYP No.3 2) Wind: ASCE 7-02; 120mph (3-second gust); h=22ft; TCDL=5.Opsf; BCDL=5.Opsf; Category 11; Exp B; BRACING enclosed; MWFRS gable end zone and C-C Interior(1) TOP CHORD zone; cantilever left and right exposed ; Lumber Structural wood sheathing directly applied or 2-2-0 oc DOL=1.33 plate grip DOL=1.33. This truss is designed purlins. for C-C for members and forces, and for MWFRS for BOT CHORD. reactions specified. Rigid ceiling directly applied or 2-2-0 oc bracing. 3) Provide adequate drainage to prevent water pending. WEBS 4) This truss has been designed for a 10.0 psf bottom 1 Row at midpt E-P, F-L chord live load nonconcurrent with any other live loads. 5) This truss requires plate inspection per the Tooth REACTIONS (lb/size) Count Method when this truss is chosen for quality B = 1660/0-3-8 assurance inspection. J = 166610-3-8 6) Provide mechanical connection (by others) of truss to Max Horz bearing plate capable of withstanding 538 lb uplift at joint B =-108(load case 4) B and 535 lb uplift at joint J. Max Uplift 7) "Fix heels only" Member end fixity model was used in B-538(load case 6) the analysis and design of this truss. J =-535(load case 7) 8) NOTE: Refer to yellow bracing and/or T-1 sheet for more information. FORCES (lb) - Maximum Compression/Maximum Tension 9) NOTE: The seal on this drawing indicates acceptance TOP CHORD of professional engineering responsibility solely for the A-B = 0/26 B-C =-3005/1077 truss component design shown. C-D =-2711/992 D-E =-2385/924 E-F ` =-3134/1264 F-Q =-2416/1098 LOAD CASE(S) G-Q =-2416/1098 G-H = -23/0 Standard G-1 =-2760/1077 I-J =-3016/1136 J-K. = 0/26 BOT CHORD B-P =-842/2622 O-P =-1040/3072 N-0 =-104013072 M-N =-999/3076 L-M =-999/3076 J-L =-882/2631 WEBS_ D-P _-290/934 C-P =-325/262 G-L =-204/865 E-P =-950/515 E-N = 0/230 F-N = 0/219 Junaidie Budiman, PE #45161 F-L =-931/490 I-L =-240/240 8850 Trussway Boulevard Orlando, FL 32824 10/10/2005 Job Truss Truss Type Qty Ply LE3161 - Lennar Orlando - CAYENNE LE3161R R12 RHIP 1 1 Job Reference (optional) I russway Lia., unanao, rL 3Z25Z4 b.zuu s JUI l3 zuvo mi i eK Inousines, Inc. mon um iu u2i:z4:Du zuua rage 1 29-2-0 1-0- 4-9-14 8-0-0 14-0-11 19-11-9 25-10-8 2 -0 35-1-0 40-0-0 41100 1-0-0 4-9-14 3-2-3 6-0-11 5-10-15 5-10-15 0-5-8 2-10-0 5-11-0 4-11-0 S e.0= 1:70.4 6x6 = 3x5 = 3x6 = 3x5 = 3x6 = 6x6 :�- J 3x5 3x5 = 5x5 = T S R Q P 0 5x5 = 4x9 = 3x10 M1120H= 3x5 = 4x9 = 3x5 = 3x10 M1120H= 8-1-12 15-4-13 24-6-6 + 31-9-6 40-0-0 8-1-12 7-3-1 9-1-9 7-3-0 8-2-10 LOADING(pso SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.63 Vert(LL) 0.37 Q-R >999 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.86 Vert(TL) -1.02 Q-R >468 180 M1120H 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.36 Horz(TL) 0.27 M n/a n/a BCDL 10.0 Code FBC2004/TPI2002 (Matrix) Weight: 207 lb LUMBER TOP CHORD 2 X 4 SYP No.2ND *Except` T42X4SYP No.3,T52X4SYP DSS BOT CHORD 2 X 4 SYP No.2ND WEBS 2 X 4 SYP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-9-5 oc purlins. Except: 1 Row at midpt I-K BOT CHORD Rigid ceiling directly applied or 5-5-1 oc bracing. WEBS 1 Row at midpt H-0, E-T REACTIONS (lb/size) B = 1657/0-3-8 M = 1657/0-3-8 Max Horz B =-88(load case 4) Max Uplift B _-527(load case 6) M = .-527(load case 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD A-B = 0/26 B-C =-3046/992 C-U =-2828/923 D-U =-2773/931 D-E =-2514/867 E-F =-3696/1260 F-G =-3696/1260 G-H =-3683/1235 H-1 =-2544/863 I-K =-2406/824 I-J =-184/83 J-K =-200/91 K-V =-2830/927 L-V =-2881/918 L-M =-3044/965 M-N = 0/26 BOT CHORD B-T =-767/2659 S-T =-1047/3584 R-S =-1047/3584 Q-R =-1168/3890 P-Q =-1003/3567 O-P =-1003/3567 M-O =-741/2657 WEBS D-T =-279/1019 WEBS C-T =-223/219 K-0 =-237/919 H-O =-1313/465 E-T =-1297/561 G-R =-260/154 G-Q =-364/255 E-R =-20/413 H-Q =-89/429 L-O =-166/181 NOTES (10-11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 120mph (3-second gust); h=22ft; TCDL=5.Opsf; BCDL=5.Opsf; Category 11; Exp B; enclosed; MWFRS gable end zone and C-C Interior(1) zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 527 lb uplift at joint B and 527 lb uplift at joint M. 8) "Fix heels only" Member end fixity model was used in the analysis and design of this truss. 9) Design assumes 42 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-1od nails. 10) NOTE: Refer to yellow bracing and/or T-1 sheet for more information. 11) NOTE: The seal on this drawing indicates acceptance of professional engineering responsibility solely for the truss component design shown. LOAD CASE(S) Standard Junaidie Budiman, PE #45161 8850 Trussway Boulevard Orlando, FL 32824 10/10/2005 Job Truss Truss Type Qty Ply LE3161 - Lennar Orlando -CAYENNE LE3161 R R13 RHIP GIR 1 Job Reference (optional) i russway ua., unanco, rL JZUZ4 O.LUU 5 JUI IJ LUUJ IVII I eK Ina U5IrIe5, Inc. IVIOn uc[ lU lL:4J:a3 NUJ rage 1 -1-0-p 6-0-0 10-3-14 14-9-7 19-3-1 1 24-4-0 28-6-0 2,9-10i0 33-10-12 40-0-0 411-0i0 1-0-0 6-0-0 4-3-14 4-5-10 4-5-10 5-1-0 4-2-0 1-4-0 4-0-12 6-1-4 1-0-0 Scale = 1:71.8 6x6 zz 6x8 3x5 = M Io-0 0 4x8 = V U T S X R Q P O N 4x6 = 2x4 11 4x6 = 5x12 M1120H= 4x5 = 4x5 = 4x9 = 4x5 = 7x8 = 5x6 = M U) U) 6-0-0 10-3-14 14-9-7 19-3-1 24-4-0 ?5-94 29-10-0 40-0-0 6-0-0 4-3-14 4-5-10 4-5-10 5-1-0 1-5-4 4-0-12 10-2-0 Plate Offsets (X,Y): [B:0-4-0,0-1-151 LOADING(psf) SPACING 2-0-0 CSI DEFL in (Joe) I/deft, _ L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.71 Vert(LL) 0.64 R-T >748 24d MT20 244/190� TCDL 10.0 Lumber Increase 1.25 BC 0.81 Vert(TL) -1.26 R-T >379 180 M1120H 187/143 BCLL 0.0 Rep Stress Incr NO WB 1.00 Horz(TL) 0.16 L n/a n/a BCDL 10.0 Code FBC2004/TP12002 (Matrix) Weight: 487 lb LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 6 SYP No.1 `Except` B3 2 X 6 SYP No.2, B2 2 X 6 SYP DSS WEBS 2 X 4 SYP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-11-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-0-15 oc bracing. REACTIONS (lb/size) B = 3746/0-3-8 L = 2747/0-3-8 Max Horz B =-81(load case 3) Max Uplift B = 1438(load case 5) L =-1002(load case 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD A-B = 0/29 B-C =-7679/2913 C-D =-10137/4025 D-E =-12383/4911 E-F =-12383/4911 F-W =-12936/5068 G-W =-12936/5068 G-H =-10648/3963 H-I =-8929/3298 I-J =-460711645 J-K =-5155/1791 K-L =-5468/1881 L-M = 0/29 BOT CHORD B-V =-246116766 U-V =-2452/6733 T-U =-3675/10136 S-T =-4761/12383 S-X = 4761/12383 R-X =-4761/12383 Q-R =-4910/12930 P-Q =-3756110500 O-P =-1626/4995 N-O =-1626/4995 L-N =-1577/4809 WEBS C-V =-216/678 C-U =-1726/4127 D-U =-2168/978 D-T =-1064/2699 F-T =-990/451 WEBS F-R =-212/664 G-R =-417/1040 G-Q =-2765/1290 H-Q =-505/1260 H-P =-6056/2321 I-P =-2419/620 I-N =-17561718 J-N = E733/2144 K-N =-326/263 NOTES (14-15) 1) 2-ply truss to be connected together with 0.131"x3" Nails as follows: Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 00. Bottom chords connected as follows: 2 X 6 - 2 rows at 0-7-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-02; 120mph (3-second gust); h=22ft; TCDL=5.Opsf; BCDL=5.Opsf; Category 11; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) All plates are MT20 plates unless otherwise indicated. 8) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1438 lb uplift at joint B and 1002 lb uplift at joint L. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) L. 11) "Fix heels only" Member end fixity model was used in the analysis and design of this truss. 12) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 478 lb down and 208 lb up at 6-0-0, and 1334 lb down and 582 lb up at 18-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 14) NOTE: Refer to yellow bracing and/or T-1 sheet for more information. 15) NOTE: The seal on this drawing indicates acceptance of professional engineering responsibility solely for the truss component design shown. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: A-C=-60, C-W=-142(F=-82), 1140=-60, H-I=-60, I-J=-60, J-M=-60, B-V=-20, V-X=-49(F=-29), L-X=-20 Concentrated Loads (lb) Vert: V=-478(F) X=-1334(F) Junaidie Budiman, PE 445161 8850 Trussway Boulevard Orlando, FL 32824 10/10/2005 Job Truss Truss Type Qty Ply LE3161 - Lennar Orlando - CAYENNE LE3161 R R14 MONO GIR 1 1 Job Reference (optional) i russway eta., vnando, rL 32s24 2 b.zuu s uw is zuuo nmi i eK mausines, inc. Mon um lu 1z:44:44 zuuo rage i 3-54 6-0-0 3-5-4 2-6-12 2x3 11 r 3x7 11 4x4 = Scale = 1:17.7 3-5-4 6-0-0 3-5-4 2-6-12 Plate Offsets (X Y): [B:0-2-4 0-2-01 [E:0-4-4,0-1-81 LOADING(psf) SPACING 1-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.18 Vert(LL) 0.03 A-E >999 240 MT20 244/190 � TCDL 10.0 Lumber Increase 1.25 BC 0.64 Vert(TL) -0.05 A-E >999 180 U BCLL 0.0 Rep Stress Incr NO WB 0.47 Horz(TL) 0.01 D n/a n/a BCDL 10.0 Code FBC2004/TP12002 (Matrix) Weight: 34 lb LUMBER 5) "Fix heels only" Member end fixity model was used in TOP CHORD 2 X 4 SYP No.2ND the analysis and design of this truss. SOT CHORD 2 X 6 SYP No.2 6) In the LOAD CASE(S) section, loads applied to the WEBS 2 X 4 SYP No.3 face of the truss are noted as front (F) or back (B). 7) NOTE: Refer to yellow bracing and/or T-1 sheet for BRACING more information. TOP CHORD 8) NOTE: The seal on this drawing indicates acceptance Structural wood sheathing directly applied or 4-9-14 oc of professional engineering responsibility solely for the purlins, except end verticals. truss component design shown. BOT CHORD Rigid ceiling directly applied or 9-8-9 oc bracing. LOAD CASE(S) Standard REACTIONS (lb/size) 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 A = 1336/0-3-8 Uniform Loads (plf) D = 1336/0-3-8 Vert: A-D=-438(F=-428), A-C=-30 Max Horz A = 79(load case 5) Max Uplift A =-562(load case 5) D _-602(load case 5) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD A-B =-1465/594 B-C = -18/12 C-D = -35/27 BOT CHORD A-E =-584/1290 D-E =-584/1290 WEBS B-E =-603/1461 B-D =-15691711 NOTES (7-8) 1) Wind: ASCE 7-02; 120mph (3-second gust); h=22ft; TCDL=5.Opsf; BCDL=5.Opsf; Category II; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance Junaidie Budiman, PE #45161 inspection. 8850 Trussway Boulevard 4) Provide mechanical connection (by others) of truss to Orlando, FL 32824 bearing plate capable of withstanding 562 lb uplift at joint A and 602 lb uplift at joint D. 1 0/10/2005 Job Truss Truss Type aty Ply LE3161 - Lennar Orlando -CAYENNE LE3161 R R15 RHIP GIR 1 1 Job Reference (optional) i russway Lio., unanoo, rL 3LOL4 O.zuu s Jul 13 LuVD MI I eK Inousines, Inc. Mon uc[ lu lL:4D:44 zuuJ rage l -1-0-01 4-2-0 8-6-12 13-1-4 17-6-0 21-8-0 1-0-0 4-2-0 4-4-12 4-6-8 4-4-12 4-2-0 Scale = 1:38.0 5x5 3x4 = 2x3 11 6.00 12 C M D E N 5x5 0 F 5x5 = L K J I P H 4x6 = 2x3 11 4x5 = 3x10 M1120H= 2x3 11 5x8 = 4-0-4 8-6-12 13-1-4 17-7-12 21-8-0 4-0-4 4-6-8 4-6-8 4-6-8 4-0-4 Plate Offsets (X Y): [B:0-2-8 0-0-2] [G:0-0-12 0-0-2] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.79 Vert(LL) 0.26 I-K >969 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.93 Vert(TL) -0.51 I-K >504 180 M1120H 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.66 Horz(TL) 0.12 G n/a n/a BCDL 10.0 Code FBC2004/TP12002 (Matrix) Weight: 100 lb LUMBER TOP CHORD 2 X 4 SYP N0.2ND BOT CHORD 2 X 4 SYP No.2ND WEBS 2 X 4 SYP No.3 BRACING TOPCHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-6-6 oc bracing. REACTIONS (lb/size) G = 1392/0-3-8 B = 1640/0-3-8 Max Herz B = 71(load case 5) Max Uplift G =-513(load case 3) B _-667(load case 5) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD A-B = 0/26 B-C =-3080/1203 C-M =-4169/1744 D-M =-4169/1744 D-E =-4170/1742 E-N =-4170/1742 N-0 =-4170/1742 F-0 =-4171/1742 F-G =-2724/1046 BOT CHORD B-L =-1053/2665 K-L =-1052/2651 J-K =-1709/4169 I-J =-1709/4169 I-P =-879/2342 H-P =-879/2342 G-H =-877/2352 WEBS C-L =-13/259 F-H = 0/205 D-K =-578/347 E-1 =-409/271 C-K =-774/1724 D-I = -38/35 F-I =-923/2073 NOTES (11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 120mph (3-second gust); h=22ft; TCDL=5.Opsf; BCDL=5.Opsf; Category II; Exp B; enclosed; 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 513 lb uplift atjoint G and 667 lb uplift at joint B. 8) "Fix heels only" Member end fixity model was used in the analysis and design of this truss. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 156 lb down and 68 lb up at 4-2-0 on top chord, and 56 lb down and 24 lb up at 4-2-8, and 352 lb down and 153 lb up at 13-6-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 11) NOTE: Refer to yellow bracing and/or T-1 sheet for more information. 12) NOTE: The seal on this drawing indicates acceptance of professional engineering responsibility solely for the truss component design shown. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: A-C=-60, C-N=-114(F=-53), F-N=-60, F-G=-60, B-L=-20, L-P=-40(F=-20), G-P=-20 Concentrated Loads (lb) Vert: L=-56(F) C=-156(F) P=-352(F) Junaidie Budiman, PE #45161 8850 Trussway Boulevard Orlando, FL 32824 10/10/2005 Job Truss Truss Type Qty Ply LE3161 - Lennar Orlando - CAYENNE LE3161R R16 RHIP 1 1 Job Reference (optional) 1luaa.way " nau -- D.cuu s — to —vu 1-I— 111-111CJ, 111, mull VLl ID WV.c9.Oc LDDD rdy6 1 1-0-01 6-2-0 10-10-0 , 15-6-0 , 21-8-0 1-0-0 6-2-0 4-8-0 4-8-0 6-2-0 Scale = 1:37.9 C') it 0 5x5 3x4 = 5x5 = C D E 4x5 = I H G 4x5 = 3x4 = 3x5 = 3x4 = 6-3-12 LOADING(psf) SPACING 2-0-0 TCLL 20.0 Plates Increase 1.25 TCDL 10.0 Lumber Increase 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2004rrPI2002 LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND WEBS 2 X 4 SYP No.3 BRACING TOPCHORD Structural wood sheathing directly applied or 3-10-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-2-15 oc bracing. REACTIONS (lb/size) F = 853/0-3-8 B = 926/0-3-8 Max Horz B = 88(load case 6) Max Uplift F _-276(load case 7) B = 356(load case 6) FORCES (lb) - Maximum Compression/Maximum Tension TOPCHORD A-B = 0126 B-C =-1457/414 C-D =-1226/417 D-E =-1233/430 E-F =-1464/426 BOT CHORD B-1 =-340/1209 H-1 =-500/1474 G-H =-500/1474 F-G =-29311216 WEBS C-1 =-66/400 E-G =-66/400 D-1 =-365/265 D-G =-359/260 NOTES (8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02: 120mph (3-second gust); h=22ft; TCDL=S.Opsf; 9CDL=5.0psf; Category II; Exp B; enclosed; mmRS gable end zone and C-C Interior(1) zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 3) Provide adequate drainage to prevent water ponding. 9-0-8 CSI DEFL in (loc) I/deft Ud TC 0.55 Vert(LL) -0.15 G-1 >999 240 BC 0.68 Vert(TL) -0.39 G-1 >650 180 WB 0.20 Horz(TL) 0.06 F n/a n/a (Matrix) 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 276 lb uplift at joint F and 356 lb uplift at joint B. 7) "Fix heels only' Member end fixity model was used in the analysis and design of this truss. 8) NOTE: Refer to yellow bracing and/or T-1 sheet for more information. 9) NOTE: The seal on this drawing indicates acceptance of professional engineering responsibility solely for the truss component design shown. LOAD CASE(S) Standard 21-8-0 6-3-12 PLATES GRIP MT20 244/190 4, Weight: 93 lb .lunaid;e Budiman, PE #45161 8850 Trussway Boulevard Orlando, FL 32824 10/10/2005 Job Truss Truss Type Qty Ply LE3161 - Lennar Orlando - CAYENNE LE3161 R R17 RHIP 1 1 Job Reference (optional) 11u55way uu., vnanuu, r� 34624 6.200 5 JUM 13 2005 MVMI I eR inuu5nle5, inu. Mon Out 10 09.24.52 2005 rage 1 i-1-0-0, 5-0-11 8-2-0 13-6-0 16-7-5 , 21-8-0 � I 1-0-0 5-0-11 3-1-5 5-4-0 3-1-5 5-0-11 Scale = 1:38.0 0 5x5 5x5 zz D E 4x5 = J I H 4x5 = 3x4 = 3x5 = 4x8 = 8-0-4 LOADING (psf) SPACING 2-0-0 TCLL 20.0 Plates Increase 1.25 TCDL 10.0 Lumber Increase 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2004/TP12002 LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND WEBS 2 X 4 SYP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-5-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-6-8 oc bracing. REACTIONS (lb/size) G = 853/0-3-8 B = 926/0-3-8 Max Horz B = 86(load case 6) Max Uplift G _-274(load case 7) B = 354(load case 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD A-B = 0/26 B-C =-1473/470 C-K =-1245/402 D-K =-1186/414 D-E =-1059/394 E-L =-1173/416 F-L =-1233/404 F-G =-1478/486 BOT CHORD B-J =-376/1267 I-J =-215/1049 H-1 =-215/1049 G-H =-367/1275 WEBS D-J =-82/339 E-H =-67/344 C-J =-270/227 D-H =-88/109 F-H =-286/242 NOTES ' (8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 120mph (3-second gust); h=22ft; TCDL=5.Opsf; BCDL=5.Opsf; Category II; Exp B; enclosed; MWFRS gable end zone and C-C Interior(1) zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 5-4-0 CSI DEFL in (loc) I/deft TC 0.53 Vert(LL) -0.12 G-H >999 BC 0.52 Vert(TL) -0.34 G-H >751 WB 0.11 Horz(TL) 0.05 G n/a (Matrix) 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 274 lb uplift at joint G and 354 lb uplift at joint B. 7) "Fix heels only" Member end fixity model was used in the analysis and design of this truss. 8) NOTE: Refer to yellow bracing and/or T-1 sheet for more information. 9) NOTE: The seal on this drawing indicates acceptance of professional engineering responsibility solely for the truss component design shown. LOAD CASE(S) Standard 8-3-12 Ud PLATES GRIP 240 MT20 244/190 180 n/a (l' Weight: 1021b Junaidie Budiman, PE 445161 8850 Trussway Boulevard Orlando, FL 32824 10/10/2005 Job Truss Truss Type Qty Ply LE3161 - Lennar Orlando - CAYENNE LE3161 R R21 COMMON 1 1 ' Job Reference (optional) i russway Lia., vnanoo, rL 3LOL4 o.zvv s JUI i i zua.7 ryll I eK Inausines, inc. mon vcc -iu uu:t4:aa zvuo rage .i 100 410 820 920 1-0-0 4-1-0 4-1-0 1-0-0 Scale = 1:16.2 4x4 = D 3x3 = 2x3 11 2x3 11 2x3 11 3x3 = O-L-a 8-2-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) 1/defl Ud TCLL 20.0 Plates Increase 1.25 TC 0.10 Vert(LL) 0.00 F n/r 120 TCDL 10.0 Lumber Increase 1.25 BC 0.06 Vert(TL) 0.00 F n/r 80 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 F n/a n/a BCDL 10.0 Code FBC2004/TP12002 (Matrix) LUMBER TOP CHORD 2 X 4 SYP No.2ND WEBS BOT CHORD 2 X 4 SYP No.2ND C-J =-147/135 E-H _-147/134 OTHERS 2 X 4 SYP No.3 NOTES (10-11) BRACING 1) Unbalanced roof live loads have been considered for TOP CHORD this design. Structural wood sheathing directly applied or 6-0-0 oc 2) Wind: ASCE 7-02; 120mph (3-second gust); h=22ft; purlins. TCDL=5.Opsf; BCDL=5.Opsf; Category II; Exp B; BOT CHORD enclosed; MWFRS gable end zone and C-C Interior(1) Rigid ceiling directly applied or 10-0-0 oc bracing. zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33. This truss is designed REACTIONS (lb/size) for C-C for members and forces, and for MWFRS for B = 165/8-2-0 reactions specified. F = 165/8-2-0 3) Truss designed for wind loads in the plane of the 1 = 31/8-2-0 truss only. For studs exposed to wind (normal to the J = 206/8-2-0 face), see MiTek "Standard Gable End Detail" H = 206/8-2-0 4) This truss has been designed for a 10.0 psf bottom Max Horz chord live load nonconcurrent with any other live loads. B = -40(load case 7) 5) This truss requires plate inspection per the Tooth Max Uplift Count Method when this truss is chosen for quality B = -121(load case 6) assurance inspection. F _ -129(load case 7) 6) Gable requires continuous bottom chord bearing. J = -105(load case 6) 7) Gable studs spaced at 1-4-0 oc. H = -105(load case 7) 8) Provide mechanical connection (by others) of truss to Max Grav bearing plate capable of withstanding 121 lb uplift atjoint B = 165(load case 1) B, 129 lb uplift at joint F, 105 lb uplift atjoint J and 105 lb F = 165(load case 1) uplift at joint H. I = 48(load case 7) 9) "Fix heels only" Member end fixity model was used in J = 206(load case 1) the analysis and design of this truss. H = 206(load case 1) 10) NOTE: Refer to yellow bracing and/or T-1 sheet for more information. FORCES (lb) - Maximum Compression/Maximum Tension 11) NOTE: The seal on this drawing indicates TOP CHORD acceptance of professional engineering responsibility A-B = 0/25 B-K = -40123 solely for the truss component design shown. C-K = -10/37 C-D = -31/88 D-E = -31/89 E-L = 0137 LOAD CASE(S) F-L = -40119 F-G = 0/25 Standard BOT CHORD B-J = 0/62 1-1 = 0/62 H-1 = 0/62 F-H = 0/62 WEBS D-I = -48/0 Io PLATES GRIP MT20 244/190 Weight: 36lb Junaidie Budiman, PE #45161 8850 Trussway Boulevard Orlando, FL 32824 10/10/2005 Job Truss Truss Type Qty Ply LE3161 - Lennar Orlando - CAYENNE LE3161 R R22 COMMON 1 1 Job Reference (optional) I russway Ltd., Urlando, FL 32UZ4 -1-0-0 1-0-0 6.00 12 B 3x3 = 6.20U s Jul 13 ZUUb MI IeK Industries, Inc. Mon Uct 1U UU 24:b3 2UUb Page 1 4-1-0 8-2-0 4-1-0 4-1-0 Scale = 1:15,2 3x3 = E C F A 3x3 = M O 8-2-0 Plate Offsets (X Y): [C:0-1-8 Edge] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.25 Vert(LL) -0.20 B-D >468 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.60 Vert(TL) -0.50 B-D >187 180 �Jv BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 D n/a n/a BCDL 10.0 Code FBC2004ITPI2002 (Matrix) Weight: 28 lb LUMBER 5) Provide mechanical connection (by others) of truss to TOP CHORD 2 X 4 SYP No.2ND bearing plate capable of withstanding 215 lb uplift atjoint BOT CHORD 2 X 4 SYP No.2 B and 130 lb uplift at joint D. 6) "Fix heels only" Member end fixity model was used in BRACING the analysis and design of this truss. TOP CHORD 7) NOTE: Refer to yellow bracing and/or T-1 sheet for Structural wood sheathing directly applied or 6-0-0 oc more information. purlins. 8) NOTE: The seal on this drawing indicates acceptance BOT CHORD of professional engineering responsibility solely for the Rigid ceiling directly applied or 10-0-0 oc bracing. truss component design shown. REACTIONS (lb/size) LOAD CASE(S) B = 389/0-3-8 Standard D = 310/0-3-8 Max Horz B = . 53(load case 6) Max Uplift B _-215(load case 6) D _-130(load case 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD A-B = 0/26 B-E =-302/180 C-E =-242/187 C-F =-241/180 D-F =-286/173 BOT CHORD B-D _-105/214 NOTES (7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 120mph (3-second gust); h=22ft; TCDL=5.Opsf; BCDL=5.Opsf; Category II; Exp B; enclosed; MWFRS gable end zone and C-C Interior(1) zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Junaidie Budiman, PE #45161 4) This truss requires plate inspection per the Tooth Count 8850 Trussway Boulevard Method when this truss is chosen for quality assurance Orlando, FL 32824 inspection: 10/10/2005 Job Truss Truss Type aty Ply LE3161 - Lennar Orlando -CAYENNE LE3161 R R23 COMMON 1 1 Job Reference (optional)' i russway, unanao, ri -1-0-0 1-0-0 B 6.00 12 o.zuu s uw is zuuo mi i eK mausrnes, inc. mon uci iu io:oa:uo zuuo rage i 4-1-0 8-2-0 4-1-0 4-1-0 Scale: 3/4"=1' 3x3 = C E F AN 3x3 = 3x3 = 8-2-0 8-2-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d TCLL 20.0 Plates Increase 1.25 TC 0.56 Vert(LL) -0.20 B-D >468 240 TCDL 10.0 Lumber Increase 1.25 BC 0.69 Vert(TL) -0.50 B-D >187 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) 0.01 D n/a n/a BCDL 10.0 Code FBC2004/TP12002 (Matrix) " LUMBER 4) This truss requires plate inspection per the Tooth TOP CHORD 2 X 4 SYP No.2ND Count Method when this truss is chosen for quality BOT CHORD 2 X 4 SYP No.2 assurance inspection. 5) Provide mechanical connection (by others) of truss to BRACING bearing plate capable of withstanding 350 lb uplift atjoint TOP CHORD B and 231 lb uplift at joint D. Structural wood sheathing directly applied or 6-0-0 oc 6) "Fix heels only" Member end fixity model was used in purlins. the analysis and design of this truss. BOT CHORD 7) In the LOAD CASE(S) section, loads applied to the Rigid ceiling directly applied or 10-0-0 oc bracing. face of the truss are noted as front (F) or back (B). 8) NOTE: Refer to yellow bracing and/or T-1 sheet for REACTIONS (lb/size) more information. B = 699/0-3-8 9) NOTE: The seal on this drawing indicates acceptance D = 541/0-3-8 of professional engineering responsibility solely for the Max Horz truss component design shown. B = 53(load case 6) Max Uplift LOAD CASE(S) B =-350(load case 6) Standard D =-231(load case 7) 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) FORCES (lb) - Maximum Compression/Maximum Tension Vert: B-D=-20, A-C=-120(F=-60), C-D=-120(F=-60) TOP CHORD A-B = -7/51 B-E =-604/302 C-E =-4841286 C-F =-482/278 D-F =-573/290 BOT CHORD B-D _-198/428 ' NOTES (8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 120mph (3-second gust); h=22ft; TCDL=S.Opsf; BCDL=5.Opsf; Category II; Exp B; enclosed; MWFRS gable end zone and C-C Interior(1) zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. PLATES GRIP MT20 244/190 (JJ� Weight: 28lb Junaidie Budiman, PE 445161 8850 Trussway Boulevard Orlando, FL 32824 10/10/2005 Job Truss Truss Type Qty PIy LE3161 - Lennar Orlando - CAYENNE LE3161R R24 MONO GIR 1 1 Job Reference (optional) I russway Liu., vnanuo, rL JLOL4 O.LUU S JUI I LUVO IVII I UK II IUUJUIGJ, II IU. IVIUII VUI I IL.YO.VY LUUU —yV 1 4-2-0 2x3 II 4-2-0 B 4-2-0 9vd — Scale = 1:11.3 LOADING(psf) TCLL 20.0 TCDL 10.0 BOLL 0.0 BCDL 10.0 SPACING 1-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr NO Code FBC2004/TPI2002 CSI TC 0.13 BC 0.36 WB 0.00 (Matrix) DEFL in' (loc) I/deft Vert(LL) 0.02 A-C >999 Vert(TL) -0.04 A-C >999 Horz(TL) 0.00 n/a Ud 240 180 n/a PLATES GRIP MT20 244/190 Weight: 19 lb 4 LUMBER 6) "Fix heels only" Member end fixity model was used in TOP CHORD 2 X 4 SYP No.2ND the analysis and design of this truss. BOT CHORD 2 X 6 SYP No.2 7) Hanger(s) or other connection device(s) shall be WEBS 2 X 4 SYP No.3 provided sufficient to support concentrated load(s) 325 lb down and 142 lb up at 0-9-8, and 325 lb down and 142 BRACING lb up at 2-9-8 on bottom chord. The design/selection of TOP CHORD such connection device(s) is the responsibility of others. Structural wood sheathing directly applied or 4-2-0 oc 8) In the LOAD CASE(S) section, loads applied to the purlins, except end verticals. face of the truss are noted as front (F) or back (B). BOT CHORD 9) NOTE: Refer to yellow bracing arid/or T-1 sheet for Rigid ceiling directly applied or 10-0-0 oc bracing. more information. ' 10) NOTE: The seal on this drawing indicates REACTIONS (lb/size) acceptance of professional engineering responsibility A = 451/0-3-8 solely for the truss component design shown. C = 354/0-3-8 Max Horz LOAD CASE(S) A = 54(load case 5) Standard Max Uplift 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 A-183(load case 5) Uniform Loads (plf) C =-168(load case 5) Vert: A-C=-10, A-B=-30 Concentrated Loads (Ib) FORCES (lb) - Maximum Compression/Maximum Tension Vert: D=-325(F) E=-325(F) TOPCHORD A-B = -34/21 B-C = -58/57 BOT CHORD A-D = 0/0 D-E = 010 C-E = 0/0 NOTES (9-10) 1) Wind: ASCE 7-02; 120mph (3-second gust); h=22ft; TCDL=5.Opsf; BCDL=5.Opsf; Category II; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Bearing atjoint(s) C considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer Junaidie Budiman, PE #45161 should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to 8850 Trussway Boulevard bearing plate capable of withstanding 183 lb uplift at joint A Orlando, FL 32824 and 169 lb uplift at joint C. 1 Q/1 Q(�995 Job Truss Truss Type Qty Ply LE3161 - Lennar Orlando -CAYENNE LE3161F F01 B B 1 1 Job Reference (optional) i iwbway, unanuu, n 0-3-0 H 1 1 1.5x3 II 4x6 = 3x5 = 3x3 = A B C D I 1-7-8 3x3 = 3x3 = F F b.zUU 5 JUI I J zUUJ MI I eK Inauwie5, Inc. Wea Nov u'J uu:4J:4z zuub rage i 0-1-8 S.= 1:33.7 3x3 = 3x6 FP= 3x5 = 4x6 = 1.5x3 11 G H I J K Y a, N 3x9 = 4x6 = 3x6 FP= 3x5 = 3x3 = 1.5x3 11 1.5x3 II 3x3 = 3x5 = 3x6 FP= 4x6 = 3x6 = 2x6 SP= 2x6 SP= 20-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL - 40.0 Plates Increase 1.00 TC 0.81 Vert(LL) -0.40 Q-R >586 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.00 BC 0.92 Vert(TL) -0.71 Q-R >334 240 BCLL 0.0 Rep Stress Incr NO WB 0.54 Horz(TL) 0.11 L n/a n/a lij^ BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight: 101 lb U LUMBER NOTES (9-10) TOP CHORD 4 X 2 SYP No.2ND 1) Unbalanced floor live loads have been considered for BOT CHORD 4 X 2 SYP No.2ND `Except' this design. B2 4 X 2 SYP DSS 2) Attach ribbon block to truss with 3-10d nails applied to WEBS 4 X 2 SYP No.3 flat face. 3) This truss requires plate inspection per the Tooth BRACING Count Method when this truss is chosen for quality TOP CHORD assurance inspection. Structural wood sheathing directly applied or 4-8-4 oc 4) Plates checked for a plus or minus 0 degree rotation purlins, except end verticals. about its center. BOT CHORD 5) "Fix heels only' Member end fixity model was used in Rigid ceiling directly applied or 10-0-0 oc bracing. the analysis and design of this truss. 6) Recommend 2x6 strongbacks, on edge, spaced at REACTIONS (lb/size) 10-0-0 oc and fastened to each truss with 3-16d nails. L = 1174/0-3-8 Strongbacks to be attached to walls at their outer ends or W = 2361/0-3-8 restrained by other means. 7) Hanger(s) or other connection device(s) shall be FORCES (lb) - Maximum Compression/Maximum Tension provided sufficient to support concentrated load(s) 1193 TOP CHORD lb down at 0-2-4 on bottom chord. The design/selection W-X = -42/0 A-X = -38/0 of such connection device(s) is the responsibility of L-Y = -42/0 K-Y = -42/0 others. A-B = -5/0 B-C =-2493/0 8) In the LOAD CASE(S) section, loads applied to the C-D =-4126/0 D-E =-5053/0 face of the truss are noted as front (F) or back (B). E-F = -5341 /0 F-G =-5038/0 9) NOTE: Refer to yellow bracing and/or T-1 sheet for G-H =-4094/0 H-I =-4094/0 more information. I-J =-2443/0 J-K = -2/0 10) NOTE: The seal on this drawing indicates BOT CHORD acceptance of professinal engineering responsibility V-W = 0/1481 U-V = 0/3470 solely for the truss componenent design shown. T-U = 0/3470 S-T = 0/4756 R-S = 0/5341 Q-R = 0/5341 LOAD CASE(S) P-Q = 0/5341 O-P = 0/4731 Standard N-O = 0/3430 M-N = 0/3430 1) Floor: Lumber Increase=1.00, Plate Increase=1.00 L-M = 0/1424 Uniform Loads (plf) WEBS Vert: L-W=-10, A-K=-110 J-L =-1809/0 B-W =-1848/0 Concentrated Loads (lb) J-M = 0/1349 B-V = 0/1339 Vert: W=-1193(F) I-M =-1305/0 C-V =-1294/0 1-0 = 0/879 C-T = 0/868 G-O = -843/0 D-T = -833/0 G-P = 0/534 D-S = 0/526 F-P =-686/52 E-S =-673/65 Junaidie Budiman, PE #45161 E-R =-204/226 F-Q =-198/233 8850 Trussway Boulevard Orlando, FL 32824 11 /09/2005 Job Truss Truss Type Qty Ply LE3161 - Lennar Orlando - CAYENNE LE3161F F02 B B 1 1 Job Reference (optional) 0-1-8 H 11-3-0 1.5x3 II 4x6 = A B 3x5 = 3x3 = C D b.zuu s JUI 1,5 zuVO Iv0I eK Inausirles, Inc, vvea iNov ud uu:4d:4z zuUO rage i 1-9-0 0-1-8 Scale = 1:33.9 3x3 = 3x3 = 3x3 = 3x6 FP= E F G H 3x5 = 4x6 = 1.5x3 II I J K 1 Y o 3x6 = 4x6 = 3x6 FP= 3x5 = 3x3 = 1.5x3 II 1.5x3 11 3x3 = 3x5 = 3x6 FP= 4x6 = 3x6 = 20-0-0 20-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d TCLL 40.0 Plates Increase 1.00 TC 0.64 Vert(LL) -0.33 Q-R >716 360 TCDL 15.0 Lumber Increase 1.00 BC 0.74 Vert(TL) -0.58 Q-R >409 240 BCLL 0.0 Rep Stress Incr YES WB 0.51 Horz(TL) 0.10 L n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) LUMBER NOTES (7-8) TOP CHORD 4 X 2 SYP No.2ND 1) Unbalanced floor live loads have been considered for BOT CHORD 4 X 2 SYP No.2ND `Except' this design. B2 4 X 2 SYP DSS 2) Attach ribbon block to truss with 3-10d nails applied to WEBS 4 X 2 SYP No.3 flat face. 3) This truss requires plate inspection per the Tooth BRACING Count Method when this truss is chosen for quality TOP CHORD assurance inspection. Structural wood sheathing directly applied or 5-3-6 oc 4) Plates checked for a plus or minus 0 degree rotation purlins, except end verticals. about its center. BOT CHORD 5) "Fix heels only" Member end fixity model was used in Rigid ceiling directly applied or 10-0-0 oc bracing. the analysis and design of this truss. 6) Recommend 2x6 strongbacks, on edge, spaced at REACTIONS (lb/size) 10-0-0 oc and fastened to each truss with 3-16d nails. W = 1178/0-3-8 Strongbacks to be attached to walls at their outer ends or L = 1178/0-3-8 restrained by other means. 7) NOTE: Refer to yellow bracing and/or T-1 sheet for FORCES (lb) - Maximum Compression/Maximum Tension more information. TOP CHORD 8) NOTE: The seal on this drawing indicates acceptance W-X = -41/0 A-X = -41/0 of professinal engineering responsibility solely for the L-Y = -41/0 K-Y = -41/0 truss componenent design shown. A-B = -2/0 B-C =-2201/0 C-D =-3690/0 D-E =-4545/0 LOAD CASE(S) E-F =-4819/0 F-G =-4545/0 Standard G-H =-3690/0 H-1 =-3690/0 I-J = -2201 /0 J-K = -2/0 BOT CHORD V-W = 0/1282 U-V = 0/3090 T-U = 0/3090 S-T = 0/4266 R-S = 0/4819 Q-R = 0/4819 P-Q = 0/4819 O-P = 0/4266 N-O = 0/3090 M-N = 0/3090 L-M = 0/1282 WEBS J-L =-1704/0 B-W =-1704/0 J-M = 0/1278 B-V = 0/1278 I-M =-1236/0 C-V =-1236/0 1-0 = 0/835 C-T = 0/835 G-O = -801/0 D-T = -801/0 G-P = 0/512 D-S = 0/512 F-P =-659/50 E-S =-659/50 E-R =-203/233 F-Q =-203/233 PLATES GRIP MT20 244/190 Weight: 103 lb Junaidie Budiman, PE #45161 8850 Trussway Boulevard Orlando, FL 32924 11 /09/2005 Job Truss Truss Type Qty Ply LE3161 - Lennar Orlando -CAYENNE LE3161F F03 B T 1 1 Job Reference (optional) Trussway, Orlando, FI 0-1-8 H1 130 11 z 1.5x3 II 4x5 = 3x5 = b.zuu s JUI l3 zUUb mi I eK Inausines, Inc. vvea NOV Mt ut5:43:43 ZUUS rage l i 1-5-8 OH8 � Scale = 1:34.4 3x3 = 2x3 11 3x3 = 3x6 FP= 1.5x3 11 3x3 = 3x3 = 4x5 = 2x6 I I 6x6 = A B D E F G H I J K L M W Y X W V U T S R Q P O N 3x6 = 4x5 = 3x6 FP= 3x5 = 3x3 = 1.5x3 11 3x3 = 3x3 = 4x5 = 4x9 = 1.5x3 11 3x6 FP= 19-8-8 19-8-8 Plate Offsets (X,Y): [M:0-1-8;Edge) LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud TCLL 40.0 Plates Increase 1.00 TC 0.64 Vert(LL) -0.33 T >707 360 TCDL 15.0 Lumber Increase 1.00 BC 0.96 Vert(TL) -0.58 S-T >405 240 BCLL 0.0 Rep Stress Incr YES WB 0.67 Horz(TL) -0.01 M n/a n/a BCDL 5.0 Code FBC2004/TPI2002 (Matrix) LUMBER TOP CHORD 4 X 2 SYP No.2ND WEBS BOT CHORD 4 X 2 SYP No.2ND *Except* J-Q = 0/1040 I-Q =-1001/0 B2 4 X 2 SYP No.1 I-R = 0/572 H-R = -543/0 WEBS 4 X 2 SYP No.3 H-S =-146/570 G-S = -227/0 ' BRACING NOTES (9-10) TOP CHORD 1) Unbalanced floor live loads have been considered for Structural wood sheathing directly applied or 5-4-3 oc this design. purlins, except end verticals. 2) Attach ribbon block to truss with 3-10d nails applied to BOT CHORD flat face. Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 3) This truss requires plate inspection per the Tooth 2-2-0 oc bracing: T-U,S-T. Count Method when this truss is chosen for quality assurance inspection. REACTIONS (lb/size) 4) Plates checked for a plus or minus 0 degree rotation Y = 1164/0-3-8 about its center. M _ 1171/0-3-0 5) "Fix heels only" Member end fixity model was used in the analysis and design of this truss. FORCES (lb) - Maximum Compression/Maximum Tension 6) Recommend 2x6 strongbacks, on edge, spaced at TOP CHORD 10-0-0 oc and fastened to each truss with 3-16d nails. Y-Z = -41 /0 A-Z = -41 /0 Strongbacks to be attached to walls at their outer ends or M-N = 0/6 A-B = -2/0 restrained by other means. B-C = -2171 /0 C-D =-3632/0 7) Gap between inside of top chord bearing and first D-E =-4461/0 E-F =-4461/0 diagonal or vertical web shall not exceed 0.500in. F-G =-4706/0 G-H =-4706/0 8) CAUTION, Do not erect truss backwards. H-1 =-4142/0 1-1 =-3011/0 9) NOTE: Refer to yellow bracing and/or T-1 sheet for J-K =-1278/0 K-L =-1239/0 more information. L-M =-1278/0 , 10) NOTE: The seal on this drawing indicates BOT CHORD acceptance of professinal engineering responsibility X-Y = 0/1266 W-X = 0/3046 solely for the truss componenent design shown. V-W = 0/3046 U-V = 0/4195 T-U = 0/4706 S-T = 0/4706 LOAD CASE(S) R-S = 0/4533 Q-R = 0/3731 Standard P-Q = 0/2263 O-P = 0/2263 N-O = 0/0 WEBS 0-3-8 PLATES GRIP MT20 244/190 Weight: 105 lb 199 L-O = -136/0 M-O = 0/1663 B-Y =-168310 B-X = 0/1258 C-X =-1217/0 C-V = 0/816 Junaidie Budiman, PE 445161 D-V = -783/0 D-U = 0/497 8850 Trussway Boulevard F-U =-596/56 F-T =-175/172 Orlando, FL 32824 J-O =-1340/0 11 /09/2005 Job Truss Truss Type Qty Ply LE3161 - Lennar Orlando -CAYENNE LE3161 F F04 B T N 1 1 Job Reference (optional) 0-1-8 H 1-30.I 1.5x3 II 45 = 3x5 = 3x3 = O. 3Jul -LV IVII—K IIWUSl11G5� 1110. VVeV IVVV VV VD.40.40 LVVD rage -I i 1-5-8 3x3 = 1.5x3 II 3x3 = 038 Shale = 1:34.4 3x3 = 2x3 11 3x6 FP= 4x5 = 2x6 11 6x6 = 19 3x6 = 4x5 = 3x6 FP= 3x5 = 3x3 = 1.5x3 11 3x3 = 3x3 = 4x5 = 4x9 = 1.5x3 11 19-8-8 19-8-8 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud TCLL 40.0 Plates Increase - 1.00 TC 0.64 Vert(LL) -0.33 S >708 360 TCDL 15.0 Lumber Increase 1.00 BC 0.96 Vert(TL) -0.58 R-S >405 240 BCLL 0.0 Rep Stress Incr YES WB 0.67 Horz(TL) -0.01 M n/a n/a BCDL 5.0 Code FBC2004lTPI2002 (Matrix) LUMBER _ TOP CHORD 4 X 2 SYP No.2ND WEBS BOT CHORD 4 X 2 SYP No.2ND *Except* G-Q = -544/0 G-R =-146/570 B2 4 X 2 SYP No.1 F-R = -227/0 L-O = -136/0 WEBS 4 X 2 SYP No.3 NOTES (9-10) BRACING 1) Unbalanced floor live loads have been considered for TOP CHORD this design. Structural wood sheathing directly applied or 5-4-3 oc 2) Attach ribbon block to truss with 3-10d nails applied to purlins, except end verticals. flat face. BOT CHORD 3) This truss requires plate inspection per the Tooth Rigid ceiling directly applied or 10-0-0 oc bracing, Except: Count Method when this truss is chosen for quality 2-2-0 oc bracing: S-T,R-S. assurance inspection. 4) Plates checked for a plus or minus 0 degree rotation REACTIONS (lb/size) about its center. _ X = 1164/0-3-8 5) "Fix heels only" Member end fixity model was used in M _ 1171/0-3-0 the analysis and design of this truss. 6) Recommend 2x6 strongbacks, on edge, spaced at FORCES (Ib) - Maximum Compression/Maximum Tension 10-0-0 oc and fastened to each truss with 3-16d nails. TOP CHORD Strongbacks to be attached to walls at their outer ends or X-Y = -41/0 A-Y = -41/0 restrained by other means. M-N = 0/7 A-B = -2/0 7) Gap between inside of top chord bearing and first B-C < = -2171 /0 C-D =-3632/0 diagonal or vertical web shall not exceed 0.500in. D-E =-4461/0 E-F =-4706/0 8) CAUTION, Do not erect truss backwards. F-G =-4706/0 G-H =-4142/0 9) NOTE: Refer to yellow bracing and/or T-1 sheet for H-1 =-4142/0 1-1 =-3011/0 more information. J-K =-1277/0 K-L =-1239/0 10) NOTE: The seal on this drawing indicates L-M =-1277/0 acceptance of professinal engineering responsibility BOT CHORD solely for the truss componenent design shown. W-X = 0/1266 V-W = 0/3046 U-V = 0/3046 T-U = 0/4195 LOAD CASE(S) S-T = 0/4706 R-S = 0/4706 Standard Q-R = 0/4533 P-Q = 0/3731 O-P = 0/2264 N-O = 0/0 WEBS B-X =-1683/0 B-W = 0/1258 C-W =-1217/0 C-U = 0/816 D-L1 = -783/0 D-T = 0/497 0-3-8 PLATES GRIP MT20 244/190 {� Weight: 105 lb E-T =-596/56 E-S =-175/172 Junaidie Budiman, PE #45161 M-O = 0/1663 J-O =--1341/0 8850 Trussway Boulevard J-P = 0/1040 I-P =-1001/0 Orlando, FL 32824 -Q = 0/572 11 /09/2005 Job Truss Truss Type Qty Ply LE3161 - Lennar Orlando - CAYENNE LE3161 F F05 B B N 1 1 Job Reference (optional) Trussway, Orlando, FI 0-1-8 H 3x5 = 4x6 = A B o.zuu s JUI I O zvuo NII I eK Incusiries, Inc. vvec njov vu uo:4J:44 zuvo rage _i 1-11-4 0-1-8 Scale'= 1:36.1 3x3 = 4x4 = 3x4 = 3x3 = 1.5x3 II 3x3 = 3x6 FP= 4x4 = 4x6 = 3x5 = C D F F G H 1 .1 K I 4x8 = 3x6 FP= 4x4 = 3x4 = 1.5x3 II 3x3 = 3x3 = 4x4 = 4x6 = 4x8 = 2x6 SP= 3x6 FP- 4x6 = 2x6 SP= 21-8-0 21T1Ll 1-4 21-8-0 0-34 Plate Offsets,(X,Y): [L:0-2-0 Edge] [M:0-2-0 Edge] [X:0-2-0 Edge] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.83 Vert(LL) -0.47 Q-R >544 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.00 BC 0.84 Vert(TL) -0.83 Q-R >310 240 BCLL 0.0 Rep Stress Incr YES WB 0.56 Horz(TL) 0.12 M n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight: 117 lb LUMBER TOP CHORD 4 X 2 SYP No.2ND WEBS BOT CHORD 4 X 2 SYP No.2ND `Except' E-T = -855/0 G-R =-279/564 B2 4 X 2 SYP DSS E-S =-148/279 F-R =-242/22 WEBS 4 X 2 SYP No.3 NOTES (7-8) BRACING 1) Unbalanced floor live loads have been considered for TOP CHORD this design. Structural wood sheathing directly applied or 3-5-6 oc 2) Attach ribbon block to truss with 3-10d nails applied to purlins, except end verticals. flat face. BOT CHORD 3) This truss requires plate inspection per the Tooth Rigid ceiling directly applied or 10-0-0 oc bracing. Count Method when this truss is chosen for quality assurance inspection. REACTIONS (lb/size) 4) Plates checked for a plus or minus 0 degree rotation X = 1279/0-3-8 about its center. M = 1279/0-3-8 5) "Fix heels only" Member end fixity model was used in the analysis and design of this truss. FORCES (lb) - Maximum Compression/Maximum Tension 6) Recommend 2x6 strongbacks, on edge, spaced at TOP CHORD 10-0-0 oc and fastened to each truss with 3-16d nails. X-Y = -51/0 A-Y = -50/0 Strongbacks to be attached to walls at their outer ends or M-Z = -51/0 L-Z = -50/0 restrained by other means. A-B = -3/0 B-C =-2520/0 7) NOTE: Refer to yellow bracing and/or T-1 sheet for C-D =-4185/0 D-E =-5223/0 more information. E-F =-5646/0 F-G =-5646/0 8) NOTE: The seal on this drawing indicates acceptance G-H =-5232/0 H-1 =-5232/0 of professinal engineering responsibility solely for the I-J =-4183/0 J-K =-2521/0 truss componenent design shown. K-L = -3/0 BOT CHORD LOAD CASE(S) W-X = 0/1511 V-W = 0/3500 Standard U-V = 0/3500 T-U = 0/4841 S-T = 0/5646 R-S = 0/5646 Q-R = 0/5565 P-Q = 0/4852 O-P = 0/3497 N-0 = 0/3497 M-N = 0/1512 WEBS K-M =-1938/0 B-X =-1937/0 - K-N = 0/1403 B-W = 0/1404 J-N =-1358/0 C-W =-1362/0 J-P = 0/954 C-U = 0/953 Junaidie Budiman, PE 445161 I-P = -930/0 D-U = -913/0 8850 Trussway Boulevard I-Q = 0/529 D-T = 0/649 Orlando, FL 32824 G-Q = -522/0 11 /09/2005 Job Truss Truss Type Qty Ply LE3161 - Lennar Orlando - CAYENNE LE3161 F F06 B B N 1 1 Job Reference (optional) I russway, Vnanao, r•I O.LVV 5 Jul I J zuuu IVII I OR II luu— OJ, II— VVOU I— uu VO-0 UJ r VV 1 0-1-8 H 1i� 0-uu1-6 Scal2'= 1:36.1 3x5 = 4x7 = G R 3x3 = 4x5 = 3x4 = 3x3 = 1.5x3 11 3x3 = 3x6 FP= 4x5 = 4x7 = 3x5 = r n F F (; H I J K L X W V U 4x9 = 3x6 FP= 4x5 = 2x6 SP= 4x7 = T S R 3x4 = 1.5x3 II 3x3 = 21-8-0 21-8-0 Q P O N 3x3 — 4x5 = 4x7 = 3x6 FP= 2x6 SP= LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud TCLL 40.0 Plates Increase 1.00 TC 0.91 Vert(LL) -0.58 R >444 360 TCDL 15.0 Lumber Increase 1.00 BC 0.94 Vert(TL) -1.02 Q-R >253 240 BCLL 0.0 Rep Stress Incr YES WB 0.60 Horz(TL) 0.14 M n/a n/a BCDL . 5.0 Code FBC2004/TP12002 (Matrix) LUMBER TOP CHORD 4 X 2 SYP No.2ND WEBS BOT CHORD 4 X 2 SYP No.2ND `Except' D-T = 0/688 G-Q = -553/0 B2 4 X 2 SYP DSS E-T = -909/0 G-R =-297/600 WEBS 4 X 2 SYP No.3 E-S =-148/279 F-R =-242/22 ` BRACING NOTES (7-8) TOP CHORD 1) Unbalanced floor live loads have been considered for Structural wood sheathing directly applied or 2-2-0 oc this design. purlins, except end verticals. 2) Attach ribbon block to truss with 3-10d nails applied to BOT CHORD flat face. Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 3) This truss requires plate inspection per the Tooth 2-2-0 oc bracing: U-W,N-P. Count Method when this truss is chosen for quality assurance inspection. REACTIONS (lb/size) 4) Plates checked for a plus or minus 0 degree rotation X = 1279/0-3-8 about its center. M _ 1279/0-3-8 5) "Fix heels only" Member end fixity model was used in the analysis and design of this truss. FORCES (lb) - Maximum Compression/Maximum Tension 6) Recommend 2x6 strongbacks, on edge, spaced at TOP CHORD 10-0-0 oc and fastened to each truss with 3-16d nails. X-Y = -52/0 A-Y = -51/0 Strongbacks to be attached to walls at their outer ends or M-Z = -51/0 L-Z = -50/0 restrained by other means. A-B = -3/0 B-C =-2808/0 7) NOTE: Refer to yellow bracing and/or T-1 sheet for C-D =-4664/0 D-E =-5821/0 more information. E-F =-6291/0 F-G =-6291/0 8) NOTE: The seal on this drawing indicates acceptance G-H =-5830/0 H-1 =-5830/0 of professinal engineering responsibility solely for the -J =-4661/0 J-K =-2809/0 truss componenent design shown. K-L = -3/0 BOT CHORD LOAD CASE(S) W-X = 0/1683 V-W = 0/3900 Standard U-V = 0/3900 T-U = 0/5395 S-T = 0/6291 R-S = 0/6291 Q-R = 0/6202 P-Q = 0/5407 O-P =0/3897 N-0 = 0/3897 M-N = 0/1684 WEBS K-M =.-2074/0 B-X =-2073/0 K-N = 0/1488 B-W = 0/1489 J-N =-1440/0 C-W =-1445/0 - J-P = 0/1011 C-U = 0/1010 I-P = -986/0 D-U = -968/0 -Q = 0/561 M 4x9 = 21 r11-4 „ 0-3-4 PLATES GRIP MT20 244/190 )— Weight: 114 lb Junaidie Budiman, PE 945161 8850 Trussway Boulevard , Orlando, FL 32824 11 /09/2005 Job Truss Truss Type Qty Ply LE3161 - Lennar Orlando -CAYENNE LE3161 F FO7 T B C 1 1 Job Reference (optional) i iubsway, unanao, ri 0-3-8 1-3-0 , 2x3 11 6x6 = 2x6 11 4x5 _ A B C D 1.5x3 II 3x4 = 3x4 = 1.5x3 II 3x3 = F F G H I b.zuu s JUI 13 zuuo MI I eK Inaustnes, Inc, vvea NOV U9 UU:43:4b YUUb Hage 1 S le = 1:37.0 3x3 = 3x3 = 1.5x3 = 3x6 FP= 4x4 = 4x6 = 3x3 II 1.5x3 = .1 K I M N r1 AB AA Z Y X W V U T S R Q P 1.5x3 II 4x8 = 4x5 = 3x6 FP= 3x4 = 3x3 = 3x3 = 4x4 = 4x6 = 3x9 =1.5x3 II 2x6 SP= 3x6 FP= 3x4 = 2x6 SP= 21-10-12 O13T8 20-7-8 20F?-0 0-3-8 20-4-0 0-1-8 1-1-12 Plate Offsets (X,Y): [A:0-1-8,Edge] [A:0-1-8 0-1-8] [A:0-1-8 0-1-8] [W:0-1-8 Edge] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.75 Vert(LL) -0.46 U-V >530 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.00 BC 0.92 Vert(TL) -0.79 U-V >309 240 BCLL 0.0 Rep Stress Incr NO WB 0.57 Horz(TL) -0.01 Q n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight: 117 lb LUMBER TOP CHORD 4 X 2 SYP No.2ND WEBS LOAD CASE(S) BOT CHORD 4 X 2 SYP No.1 'Except' E-Z =-1118/0 E-X = 0/661 Standard B3 4 X 2 SYP No.2ND, B2 4 X 2 SYP DSS F-X = -636/0 F-W =-108/640 1) Floor: Lumber Increase=1.00, Plate Increase=1.00 WEBS 4 X 2 SYP No.3 G-W = -256/4 M-Q =-1865/0 Uniform Loads (plf) M-R = 0/1432 L-R =-1397/0 Vert: P-AB=-10, A-O=-110 BRACING L-T = 0/966 K-T = -932/0 Concentrated Loads (lb) TOP CHORD K-U = 0/507 I-U = -460/0 Vert: 0=-350(F) Structural wood sheathing directly applied or 4-7-1 oc I-V =-311/440 H-V =-182/80 purlins, except end verticals. O-Q = -561/0 BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES (11-12) 1) Unbalanced floor live loads have been considered for REACTIONS (lb/size) this design. A = 1193/0-3-0 2) Attach ribbon block to truss with 3-1 Od nails applied to Q = 1719/0-3-8 flat face. Max Grav 3) This truss requires plate inspection per the Tooth A = 1208(load ease 2) Count Method when this truss is chosen for quality Q 1719(load case 1) assurance inspection. 4) Plates checked for a plus or minus 0 degree rotation FORCES (lb) - Maximum Compression/Maximum Tension about its center.. TOP CHORD 5) "Fix heels only" Member end fixity model was used in A -AB = 0/5 P-AC = -5/0 the analysis and design of this truss. AC -AD = -5/0 O-AD = -5/0 6) Recommend 2x6 strongbacks, on edge, spaced at A-B =-1419/0 B-C =-1384/0 10-0-0 oc and fastened to each truss with 3-16d nails. C-D =-1428/0 D-E _-3489/0 Strongbacks to be attached to walls at their outer ends or E-F =-4833/0 F-G =-5565/0 restrained by other means. G-H =-5565/0 H-1 =-5565/0 7) Gap between inside of top chord bearing and first I-J =-5202/0 J-K =-5202/0 diagonal or vertical web shall not exceed 0.500in. K-L =-4147/0 L-M =-2397/0 8) CAUTION, Do not erect truss backwards. M-N = 0/399 N-O = 0/398 9) Hanger(s) or other connection device(s) shall be BOT CHORD provided sufficient to support concentrated load(s) 350 lb AA -AB = 0/0 Z-AA = 0/2613 down at 21-8-8 on top chord. The design/selection of Y-Z = 0/4334 X-Y = 0/4334 such connection device(s) is the responsibility of others. W-X = 0/5314 V-W = 0/5565 10) In the LOAD CASE(S) section, loads applied to the U-V = 0/5528 T-U = 0/4835 face of the truss are noted as front (F) or back (B). S-T = 0/3434 R-S = 0/3434 11) NOTE: Refer to yellow bracing and/or T-1 sheet for Q-R = 0/1331 P-Q = 0/0 more information. WEBS 12) NOTE: The seal on this drawing indicates Junaidie Budiman, PE #45161 B-AA = -145/0 A -AA = 0/1797 acceptance of professinal engineering responsibility 8850 Trussway Boulevard N-Q = -140/0 D-AA =-1509/0 solely for the truss componenent design shown. Orlando, FL 32824 D-Z = 0/1159 11 /09/2005 Job Truss Truss Type Qty Ply LE3161 - Lennar Orlando -CAYENNE LE3161 F F08 B B C 1 1 Job Reference (optional) I Iubbwdy, vildfluu, rl 0-1-8 H i 1.5x3 11 4x6 = A B Z 11 5 44 = 3x3 = 3x3 = 1.5x3 II 3x3 = C D E F G b.zuu s JUI 13 Zuub mi I eK Inausines, Inc. vvea NOV Uy U25AJA4 Zuub rage l 1_S B II S�E'81e = 1:37.2 3x3 = 3x3 = 1.5x3 = 3x6 FP= 4x4 = 4x6 = 3x3 11 1.5x3 = H I J K L M Y X W V U T S R Q P O N 4x5 = 4x6 = 44 = 3x3 = 1.5x3 II 3x3 = 3x3 = 3x6 FP= 4x6 = 4x7 =1.5x3 II 2x6 SP= 04 = 21-10-12 20-7-8 20r8-0 rr—� 20-7-8 0-1-8 1-1-12 AB 9 AA LOADING(psfi SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.69 Vert(LL) -0.39 T >637 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.00 BC 0.83 Vert(TL) -0.66 S-T >371 240 BCLL 0.0 Rep Stress Incr NO WB 0.55 Horz(TL) 0.10 O n/a n/a BCDL 5.0 Code FBC2004ITP12002 (Matrix) Weight: 116 lb LUMBER TOP CHORD 4 X 2 SYP No.2ND WEBS Standard BOT CHORD 4 X 2 SYP DSS *Except` D-W = -848/0 D-V = 0/567 Vert: N-Y=-10, A-M=-110 B2 4 X 2 SYP No.2ND E-V = -698/0 E-U =-151/227 Concentrated Loads (lb) WEBS 4 X 2 SYP No.3 K-O =-1777/0 K-P = 0/1374 Vert: M=-400(F) J-P =-1341/0 J-R = 0/935 BRACING 1-R = -901/0 I-S = 0/499 TOP CHORD G-S = -465/0 G-T =-286/459 Structural wood sheathing directly applied or 4-11-9 oc F-T =-169/48 M-0 = -599/0 purlins, except end verticals. BOTCHORD NOTES (10-11) Rigid ceiling directly applied or 10-0-0 oc bracing. 1) Unbalanced floor live loads have been considered for this design. REACTIONS (lb/size) 2) Attach ribbon block to truss with 3-10d nails applied to Y = 1198/0-3-8 flat face. O = 1785/0-3-8 3) This truss requires plate inspection per the Tooth Max Grav Count Method when this truss is chosen for quality Y = 1214(load case 2) assurance inspection. O = 1785(load case 1) 4) Plates checked for a plus or minus 0 degree rotation about its center. FORCES (lb) - Maximum Compression/Maximum Tension 5) "Fix heels only" Member end fixity model was used in TOP CHORD the analysis and design of this truss. Y-Z = -41/0 A-Z = -41/0 6) Recommend 2x6 strongbacks, on edge, spaced at N-AA = -5/0 AA -AB = -5/0 10-0-0 oc and fastened to each truss with 3-16d nails. M-AB = -5/0 A-B = -2/0 Strongbacks to be attached to walls at their outer ends or B-C =-2279/0 C-D =-3844/0 restrained by other means. D-E =-4775/0 E-F =-5108/0 7) CAUTION, Do not erect truss backwards. F-G =-5108/0 G-H =-4744/0 8) Hanger(s) or other connection device(s) shall be H-1 =-4744/0 1-1 =-3769/0 provided sufficient to support concentrated load(s) 400 lb J-K =-2168/0 K-L = 0/402 down at 21-8-8 on top chord. The design/selection of L-M = 0/402 such connection device(s) is the responsibility of others. BOT CHORD 9) In the LOAD CASE(S) section, loads applied to the X-Y = 0/1323 W-X = 0/3207 face of the truss are noted as front (F) or back (B). V-W = 0/4453 U-V = 0/5108 10) NOTE: Refer to yellow bracing and/or T-1 sheet for T-U = 0/5108 S-T = 0/5053 more information. R-S = 0/4401 Q-R = 0/3114 11) NOTE: The seal on this drawing indicates P-Q = 0/3114 O-P = 0/1198 acceptance of professinal engineering responsibility N-O = 0/0 solely for the truss componenent design shown. WEBS Junaidie Budiman, PE 945161 L-O = -139/0 B-Y =-1758/0 LOAD CASE(S) 8850 Trussway Boulevard B-X = 0/1330 C-X =-1291/0 Standard Orlando, FL 32824 C-W = 0/886 1) Floor: Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) 11 /09/2005 Job Truss Truss Type Qty Ply LE3161 - Lennar Orlando - CAYENNE LE3161 F F09 T B C 1 1 Job Reference (optional) i iussway, Vnanuu, ri 6,200 s Jul 13 2005 Mi I eK indusirles, Inc. Wed Nov 09 08:43:46 2005 rage i 0-3-8 1, 1� 0I 11� �10 1�-8 So21e = 1:36.9 1.5x3 = 2x3 11 1.5x3 11 3x3 = 1.5x3 = 6x6 = 2x6 II 4x5 = 3x4 = 3x3 = 1.5x3 11 3x3 = 3x6 FP= 4x4 = 4x6 = 3x3 II 3x3 = A B C D E F G H I J K L M N O 1 AD 9 AC Ab AA L Y X W V U T S R Q P 1.5x3 II 5x8 = 4x5 = 3x6 FP= 3x3 = 3x3 = 3x3 = 4x4 = 4x6 = 4x7 =1.5x3 II 2x6 SP= 3x6 FP= 3x4 = 21-10-4 0r3r8 20-7-0 20r$-8 1 0-3-8 20-3-8 0-1-8 1-1-12 Plate Offsets (X,Y): [A:0-1-8 Edge] [A:0-1-8 0-1-81 [A:0-1-8 0-1-81 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.56 Vert(LL) -0.39 U-V >628 360 MT20 244/190�, TCDL 15.0 Lumber Increase 1.00 BC 0.95 Vert(TL) -0.68 U-V >359 240 BCLL 0.0 Rep Stress Incr YES WB 0.69 Horz(TL) -0.01 Q n/a n/a BCDL 5.0 Code FBC2004/TPI2002 (Matrix) Weight: 118 lb LUMBER TOP CHORD 4 X 2 SYP No.2ND WEBS BOT CHORD 4 X 2 SYP No.2ND `Except* D-AA =-1398/0 D-Z = 0/1100 B2 4 X 2 SYP No.1 E-Z =-1059/0 E-X = 0/628 WEBS 4 X 2 SYP No.3 F-X = -606/0 F-W =-104/597 G-W =-261/11 M-Q =-1728/0 BRACING M-S = 0/1321 L-S =-1287/0 TOP CHORD L-T = 0/880 K-T = -849/0 Structural wood sheathing directly applied or 5-1-1 oc K-U = 0/449 I-U = -429/0 purlins, except end verticals. I-V =-294/410 H-V =-184/89 BOT CHORD O-Q = -67/0 Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: X-Z,V-W,U-V. NOTES (9-10) 1) Unbalanced floor live loads have been considered for REACTIONS (lb/size) this design. A = 1210/0-3-0 2) Attach ribbon block to truss with 3-10d nails applied to Q = 1348/0-3-8 flat face. Max Grav 3) This truss requires plate inspection per the Tooth A = 1212(load case 2) Count Method when this truss is chosen for quality Q = 1348(load case 1) assurance inspection. 4) Plates checked for a plus or minus 0 degree rotation FORCES (lb) - Maximum Compression/Maximum Tension about its center. TOP CHORD 5) "Fix heels only" Member end fixity model was used in A -AB = 017 P-AC = -3/0 the analysis and design of this truss. AC -AD = -3/0 0-AD = -3/0 6) Recommend 2x6 strongbacks, on edge, spaced at A-B =-1325/0 B-C =-1285/0 10-0-0 oc and fastened to each truss with 3-16d nails. C-D =-1325/0 D-E - =-3145/0 Strongbacks to be attached to walls at their outer ends or E-F =-4357/0 F-G =-5025/0 restrained by other means. G-H =-5025/0 H-1 =-5025/0 7) Gap between inside of top chord bearing and first I-J =-4719/0 J-K =-4719/0 diagonal or vertical web shall not exceed 0.500in. K-L =-3791/0 L-M =-2238/0 8) CAUTION, Do not erect truss backwards. M-N = 0/46 N-0 = 0/45 9) NOTE: Refer to yellow bracing and/or T-1 sheet for BOT CHORD more information. AA -AB = 0/0 Z-AA = 0/2354 10) NOTE: The seal on this drawing indicates Y-Z = 0/3906 X-Y = 0/3906 acceptance of professinal engineering responsibility W-X = 0/4793 V-W = 0/5025 solely for the truss componenent design shown. U-V = 0/5002 T-U = 0/4399 S-T. = 0/3160 R-S = 0/1291 LOAD CASE(S) Q-R = 0/1291 P-Q = 0/0 Standard Junaidie Budiman, PE 445161 WEBS russwayBoulevard 8850 Tan B-AA = -137/0 A -AA = 0/1725 Orlando, O, FL 32824 N-Q = -134/0 11 /09/2005 Job Truss Truss Type Qty Ply LE3161 - Lennar Orlando -CAYENNE LE3161 F F10 FLOOR 1 1 Job Reference (optional) or, 0-1-8 H 1- 1-3-�—I 1.5x3 II 4x6 = 4x4 = 3x3 = Z O.CUu 5 Jul la zuvo Evil [eK 11luubUle5, lllu, vveu 1NQv ud uo.43.4o zuuo rage -1 pil 1.5x3 II 3x3 = 3x3 = 1.5x3 II 3x6 FP= 3x3 = o-I1�-8 Scale = 1:36.8 4x4 = 4x6 = 1.5x3 11 1 AA O 11T Y X W V U T S R Q P O N 4x5 = 3x6 FP= 4x4 = 3x3 = 3x3 = 3x3 = 3x3 = 4x4 = 46 = 4x5 = 2x6 SP= 3x6 FP= 46 = 2x6 SP= 21-8-8 21-8-8 LOADING(psf) SPACING 2-0-0 CS' DEFL in (loc) I/defl L/d TCLL 40.0 Plates Increase 1.00 TC 0.65 Vert(LL) -0.48 S-T >540 360 TCDL 15.0 Lumber Increase 1.00 BC 0.99 Vert(TL) -0.83 S-T >309 240 BCLL 0.0 Rep Stress Incr YES WB 0.57 Horz(TL) 0.14 N n/a n/a BCDL 5.0 Code FBC20041TPI2002 (Matrix) LUMBER TOP CHORD 4 X 2 SYP No.2ND WEBS BOT CHORD 4 X 2 SYP No.2ND 'Except' E-U = -520/0 H-S =-220/531 B2 4 X 2 SYP No.1 E-T =-220/531 F-T =-235/58 WEBS 4 X 2 SYP No.3 G-S =-235/58 BRACING NOTES (7-8) TOP CHORD 1) Unbalanced floor live loads have been considered for Structural wood sheathing directly applied or 4-7-7 oc this design. purlins, except end verticals. 2) Attach ribbon block to truss with 3-10d nails applied to BOT CHORD flat face. Rigid ceiling directly applied or 2-2-0 oc bracing. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality REACTIONS (lb/size) assurance inspection. Y = 1281/0-3-8 4) Plates checked for a plus or minus 0 degree rotation N = 1281/0-3-8 about its center. 5) "Fix heels only" Member end fixity model was used in FORCES (lb) - Maximum Compression/Maximum Tension the analysis and design of this truss. TOP CHORD 6) Recommend 2x6 strongbacks, on edge, spaced at Y-Z = -41/0 A-Z = -41/0 10-0-0 oc and fastened to each truss with 3-16d nails. N-AA = 41/0 M-AA = -41/0 Strongbacks to be attached to walls at their outer ends or A-B = -2/0 B-C =-2423/0 restrained by other means. C-D =-4122/0 D-E =-5195/0 7) NOTE: Refer to yellow bracing and/or T-1 sheet for E-F =-5688/0 F-G =-5688/0 more information. G-H =-5688/0 H-1 =-5195/0 8) NOTE: The seal on this drawing indicates acceptance I-J =-5195/0 J-K =-4122/0 of professinal engineering responsibility solely for the K-L =-2423/0 L-M = -2/0 truss componenent design shown. BOT CHORD X-Y = 0/1398 W-X = 0/3418 LOAD CASE(S) V-W = 0/3418 U-V = 0/4804 Standard T-U = 0/5558 S-T = 0/5688 R-S = 0/5558 Q-R = 0/4804 P-Q = 0/3418 O-P = 0/3418 N-O = 0/1398 WEBS L•N = •165610 B-Y =-1858/0 L-O = 0/1426 B-X = 0/1426 K-O =-1384/0 C-X =-1384/0 K-Q = 0/980 C-V = 0/980 J-Q = -948/0 D-V = -948/0 J-R = 0/544 D-U = 0/544 H-R = -520/0 PLATES GRIP MT20 244/190 _ Weight: 113 lb lunaidie Budiman, PE #145161 8850 Trussway Boulevard Orlando, FL 32824 11 /09/2005 Job Truss Truss Type Qty Ply LE3161 - Lennar Orlando -CAYENNE LE3161 F F11 FLOOR 1 1 Job Reference (optional) i ussway, vua uo, n 6.200 s dw 13 2005 Mh i ek inausuies, inc. Wed Nov ua 08:43:47 LUDO rage i 0-1-8 H 1�� 1-8-8 1�0� Scale = 1:36.2 3x5 = 1.5x3 II 3x4 = 3x3 = 1.5x3 II 3x3 = 4x5 = 3x3 11 3x6 FP= 3x3 = 1.5x3 II 3x3 = 3x4 = 3x3 11 3x5 = 3x4 = 1.5x3 II 3x3 = 4x5 = 3x6 FP=3x9 = 3x5 = 3x3 = 1.5x3 II 3x3 = 3x6 = 11-1-0 21-5-8 11-1-0 10-4-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.82 Vert(LL) -0.07 X >999 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.00 BC 0.86 Vert(TL) -0.11 X >999 240 �~ BCLL 0.0 Rep Stress Incr NO WB 0.43 Horz(TL) 0.04 0 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight: 114 lb LUMBER TOP CHORD 4 X 2 SYP No.2ND WEBS LOAD CASE(S) BOT CHORD 4 X 2 SYP No.2ND B-Z =-1379/0 B-Y = 0/694 Standard WEBS 4 X 2 SYP No.3 C-Y = -636/0 C-X = -94/17 1) Floor: Lumber Increase=1.00, Plate Increase=1.00 F-T =-1655/0 F-V = 0/1070 Uniform Loads (plf) BRACING E-V =-1071/0 E-W = 0/498 Vert: O-Z=-10, A-N=-110 TOP CHORD D-W = -257/0 H-T =-1205/0 Concentrated Loads (lb) Structural wood sheathing directly applied or 6-0-0 oc H-S = 01775 J-S = -802/0 Vert: A=-49(F) C=-179(F) M=-358(F) AB=-179(F) purlins, except end verticals. J-R = 0/564 K-R = -192/0 AC=-179(F) AD=-179(F) AE=-179(F) BOT CHORD M-0 =-1463/0 M-P =-29/345 Rigid ceiling directly applied or 10-0-0 oc bracing, Except: L-P =-297/135 L-Q = -209/9 6-0-0 oc bracing: T-V,S-T,R-S. NOTES (10-11) REACTIONS (lb/size) 1) Unbalanced floor live loads have been considered for Z = 939/0-3-8 this design. T = 1995/0-3-8 2) Attach ribbon block to truss with 3-10d nails applied to 0 - 905/0-3-8 flat face. Max Grav 3) This truss requires plate inspection per the Tooth Z = 966(load case 2) Count Method when this truss is chosen for quality T = 1995(load case 1) assurance inspection. 0 = 978(load case 3) 4) Plates checked for a plus or minus 0 degree rotation about its center. FORCES (lb) - Maximum Compression/Maximum Tension 5) "Fix heels only" Member end fixity model was used in TOP CHORD the analysis and design of this truss. Z-AA = -45/0 A -AA = -45/0 6) Recommend 2x6 strongbacks, on edge, spaced at N-0 = -38/4 A-B = -2/0 10-0-0 oc and fastened to each truss with 3-16d nails. B-AB =-1537/0 C-AB =-1537/0 Strongbacks to be attached to walls at their outer ends or C-D =-2005/0 D-AC =-2005/0 restrained by other means. E-AC =-2005/0 E-AD = -949/0 7) CAUTION, Do not erect truss backwards. F-AD = -949/0 F-G = 0/1250 8) Hanger(s) or other connection device(s) shall be G-H = 0/1250 H-I =-671/391 provided sufficient to support concentrated load(s) 179 lb 1-J =-671/391 J-K =-1471/0 down at 18-6-8, 358 lb down at 20-1-0, 49 lb down at K-L =-1471/0 L-AE =-1326/0 0-2-4, 179 lb down at 2-4-0, 179 lb down at 4-4-0, and M-AE =-1326/0 M-N = 0/0 179 lb down at 6-4-0, and 179 lb down at 8-4-0 on top BOT CHORD chord. The design/selection of such connection Y-Z = 0/1038 X-Y = 0/2005 device(s) is the responsibility of others. W-X = 0/2005 V-W = 0/1687 9) In the LOAD CASE(S) section, loads applied to the U-V =-329/202 T-U =-329/202 face of the truss are noted as front (F) or back (B). S-T =-648/181 R-S =-135/1166 10) NOTE: Refer to yellow bracing and/or T-1 sheet for Junaidie Budiman, PE #45161 Q-R = 0/1471 P-Q = 0/1471 more information. 8850 Trussway Boulevard O-P = 0/1099 11) NOTE: The seal on this drawing indicates Orlando, FL 32824 WEBS acceptance of professinal engineering responsibility G-T = -97/0 solely for the truss componenent design shown. 1 1 /09/2005 Job Truss Truss Type Qty Ply LE3161 - Lennar Orlando - CAYENNE LE3161F F12 N N 1 1 Job Reference (optional) A 3x3 11 o.zvu b vut to zuuD miter, maUs[nes, Inc. VVea NOV UV 4-115:4s:41 ZUu, Page l B 3x3 = C 3x3 11 Scale = 1:7.1 3-6-0 3-6-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.19 Vert(LL) 0.00 E "" 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.00 BC 0.11 Vert(TL) -0.03 D-E >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 D n/a n/a i 1Z BCDL 5.0 Code FBC2004/TPI2002 (Matrix) Weight: 22 lb U LUMBER TOP CHORD 4 X 2 SYP No.2ND LOAD CASE(S) BOT CHORD 4 X 2 SYP No.2ND Standard WEBS 4 X 2 SYP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-6-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) E = 195/0-3-8 D = 195/0-3-8 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD A-E = -68/0 C-D = -68/0 A-B = 0/0 B-C = 0/0 BOT CHORD D-E = 0/149 WEBS B-E = -186/0 B-D = -186/0 NOTES (5-6) 1) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) "Fix heels only" Member end fixity model was used in the analysis and design of this truss. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) NOTE: Refer to yellow bracing and/or T-1 sheet for more information. 6) NOTE: The seal on this drawing indicates acceptance of professinal engineering responsibility solely for the truss Junaidie Budiman, PE #45161 componenent design shown. 8850 Trussway Boulevard Orlando, FL 32824 11 /09/2005 I Job Truss Truss Type Qtv Ply LE3161 - Lennar Orlando -CAYENNE LE3161 F F13 FLOOR �_j 1 Job Reference (optional) ry y, a 1-3-0 1-0-0 b.zuu s JUI 1.3 zUUb mi I eK Inausines, Ina. VVea Nov UB U8:43:4/ 2UU5 Page 1 Scale = 1:11.0 1.5x3 II 1.5x3 11 A 3x3 11 B 3x3 = C D E 3x3 = F 3x3 11 3x6 = 3x6 = LOADING(psf) SPACING 2-0-0 TCLL 40.0 Plates Increase 1.00 TCDL 15.0 Lumber Increase 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC2004/TP12002 LUMBER TOP CHORD 4 X 2 SYP No.2ND BOT CHORD 4 X 2 SYP No.2ND WEBS 4 X 2 SYP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) J = 390/0-3-8 G = 390/0-3-8 FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD A-J = -61/0 F-G = -61/0 A-B = 0/0 B-C = -521/0 C-D = -521/0 D-E = -521/0 E-F = 0/0 BOT CHORD I-J = 0/361 H-1 = 0/521 G-H = 0/361 WEBS B-J = -481/0 B-1 = 0/248 C-1 = -126/0 E-G = -481/0 E-H = 0/248 D-H = -126/0 NOTES (6-7) 1) Unbalanced floor live loads have been considered for this design. 2) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) "Fix heels only" Member end fixity model was used in the analysis and design of this truss. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. CSI DEFL in (loc) I/deft TC 0.13 Vert(LL) -0.01 I-J >999 BC 0.17 Vert(TL) -0.02 I-J >999 WB 0.10 Horz(TL) 0.00 G n/a (Matrix) 6) NOTE: Refer to yellow bracing and/or T-1 sheet for more information. 7) NOTE: The seal on this drawing indicates acceptance of professinal engineering responsibility solely for the truss componenent design shown. LOAD CASE(S) Standard Ud PLATES GRIP 360 MT20 244/190 240 n/a f) Weight: 401b i1 Junaidie Budiman, PE #45161 8850 Trussway Boulevard Orlando, FL 32824 11 /09/2005 Job Truss Truss Type Qty Ply LE3161 - Lennar Orlando -CAYENNE LE3161F F14 B N 1 1 Job Reference (optional) oy, „a„ 0-1-8 H 113- 0 1.5x3 II 3x5 = A B o.zvu b Jul i J zuuo ivii t eK Inuustries, Inc. vveu Nov u`J ut5:46:4b Nub rage i f 096i Scale = 1:23.5 3x3 = 3x3 = 3x3 = 3x3 = 3x5 = 3x3 II C D E F G H 1 0 N M L K J 3x5 = 3x5 = 3x3 = 1.5x3 11 1.5x3 11 3x3 = 14-0-8 14-0-8 3x5 = 3x6 = is vuacw �n t �. lr.vv-o CUyeJ LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.35 Vert(LL) -0.09 M >999 360 MT20 244/190 1 TCDL 15.0 Lumber Increase 1.00 BC 0.65 Vert(TL) -0.17 M >999 240 � t�" BCLL 0.0 Rep Stress Incr YES WB 0.31 Horz(TL) 0.04 1 n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight: 76 lb LUMBER 3) This truss requires plate inspection per the Tooth TOP CHORD 4 X 2 SYP No.2ND Count Method when this truss is chosen for quality BOT CHORD 4 X 2 SYP No.2ND assurance inspection. WEBS 4 X 2 SYP No.3 4) Plates checked for a plus or minus 0 degree rotation about its center. BRACING 5) Bearing at joint(s) P considers parallel to grain value TOP CHORD using ANSI/TPI 1 angle to grain formula. Building Structural wood sheathing directly applied or 6-0-0 oc designer should verify capacity of bearing surface. purlins, except end verticals. 6) "Fix heels only' Member end fixity model was used in BOT CHORD the analysis and design of this truss. Rigid ceiling directly applied or 10-0-0 oc bracing. 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. REACTIONS (lb/size) Strongbacks to be attached to walls at their outer ends or P = 821/0-3-8 restrained by other means. 1 = 827/0-3-8 8) CAUTION, Do not erect truss backwards. 9) NOTE: Refer to yellow bracing and/or T-1 sheet for FORCES (lb) - Maximum Compression/Maximum Tension more information. TOP CHORD 10) NOTE: The seal on this drawing indicates P-Q . _ -44/0 A-Q = -43/0 acceptance of professinal engineering responsibility H-I = -48/0 A-B = -2/0 solely for the truss componenent design shown. B-C =-1429/0 C-D =-2170/0 D-E _-2374/0 E-F =-2170/0 LOAD CASE(S) F-G =-1430/0 G-H = 0/0 Standard BOT CHORD O-P = 0/875 N-0 = 0/1954 M-N = 0/2374 L-M = 0/2374 K-L = 0/2374 J-K = 0/1954 I-J = 0/875 WEBS G-I =-1165/0 B-P =-1161/0 G-J = 0/771 B-0 = 0/772 F-J = -730/0 C-0 = -730/0 F-K = 0/349 C-N = 0/349 E-K = -393/0 D-N = -393/0 D-M =-128/145 E-L =-129/145 NOTES (9-10) 1) Unbalanced floor live loads have been considered for this design. Junaidie Budiman, PE #45161 2) Attach ribbon block to truss with 3-10d nails applied to 8850 Trussway Boulevard flat face. Orlando, FL 32824 11 /09/2005 Job Truss Truss Type Qty Ply LE3161 - Lennar Orlando - CAYENNE LE3161 F F15 B B B 1 1 Job Reference (optional) i russway, unanoo, ri 0-1-8 H I—� i 1-4-8 b.LUV s Jul -13 LUUO IVII I eK Inausines, Inc. vveo Nov ud uo:4.5:4t5 LOUD rage l ,1� U8 Se = 1:36.2 4x4 = 1.5x3 11 3x3 = 1.5x3 11 1.5x3 11 3x4 = 3x3 11 3x6 FP= 3x3 = 3x3 = 3x3 = 3x3 = 3x4 = 1.5x3 11 A B C D E F G H I J K L M N 3x5 = 3x3 = 3x4 = 3x7 = 4x4 = 3x6 FP= 1.5x3 11 1.5x3 11 3x3 = 3x4 = 3x5 = 3x3 = 7-0-0 21-4-0 7-0-0 14-4-0 Plate Offsets (X,Y): [0:0-2-0,Edge], [X:0-1-8 Edge] [Z:0-2-0 Edge] LOADING(pso SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.55 Vert(LL) -0.10 R >999 360 MT20 244/190�� TCDL 15.0 Lumber Increase 1.00 BC 0.78 Vert(TL) -0.17 Q-R >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.37 Horz(TL) 0.04 0 n/a n/a BCDL 5.0 Code FBC2004/TPI2002 (Matrix) Weight: 113 lb LUMBER TOP CHORD 4 X 2 SYP No.2ND WEBS BOT CHORD 4 X 2 SYP No.2ND B-Z =-407/71 B-Y =-256/109 WEBS 4 X 2 SYP No.3 C-Y =-81/125 E-W = -736/0 E-X = 0/644 D-X = -337/0 BRACING G-W =-1308/0 G-V = 0/932 TOP CHORD I-V = -884/0 I-T = 01471 Structural wood sheathing directly applied or 6-0-0 oc J-T = -553/0 J-S =-56/192 purlins; except end verticals. M-O =-1092/0 M-P = 0/712 BOT CHORD L-P = -674/0 L-Q = 0/274 Rigid ceiling directly applied or 6-0-0 oc bracing. K-Q =-293/58 K-R =-170/78 REACTIONS (lb/size) NOTES (10-11) Z = 240/0-1-8 1) Unbalanced floor live loads have been considered for W = 1510/0-3-8 this design. O = 766/0-3-8 2) Attach ribbon block to truss with 3-10d nails applied to Max Uplift flat face. Z _-18(load case 3) 3) This truss requires plate inspection per the Tooth Max Grav Count Method when this truss is chosen for quality Z = 340(load case 2) assurance inspection. W = 1510(load case 1) 4) Plates checked for a plus or minus 0 degree rotation O = 776(load case 4) about its center. 5) Provide mechanical connection (by others) of truss to FORCES (lb) - Maximum Compression/Maximum Tension bearing plate at joint(s) Z. TOP CHORD 6) Provide mechanical connection (by others) of truss to Z-AA = -53/0 A -AA = -53/0 bearing plate capable of withstanding 18 lb uplift at joint O-AB = -45/0 N-AB = -45/0 Z. A-B = -3/0 B-C =-388/242 7) "Fix heels only" Member end fixity model was used in C-D =-388/242 D-E =-388/242 the analysis and design of this truss. E-F = 0/1001 F-G = 0/1001 8) Recommend 2x6 strongbacks, on edge, spaced at G-H = -823/0 H-1 = -823/0 10-0-0 oc and fastened to each truss with 3-16d nails. I-J =-1758/0 J-K =-2102/0 Strongbacks to be attached to walls at their outer ends or K-L =-1982/0 L-M =-1334/0 restrained by other means. M-N = -2/0 9) CAUTION, Do not erect truss backwards. BOT CHORD 10) NOTE: Refer to yellow bracing and/or T-1 sheet for Y-Z =-53/308 X-Y =-242/388 more information: W-X =-575/85 V-W =-42/169 11) NOTE: The seal on this drawing indicates U-V = 0/1440 T-U = 0/1440 acceptance of professinal engineering responsibility S-T = 0/2102 R-S = 0/2102 solely for the truss componenent design shown. Junaidie Budiman, PE #45161 Q-R = 0/2102 P-Q = 0/1819 8850 T Boulevard O-P = 0/823 LOAD CASE(S) Orlandorussway Orlando, FL 32824 WEBS Standard F-W = -163/0 11 /09/2005 Job Truss Truss Type Qty Ply LE3161 - Lennar Orlando -CAYENNE LE3161 F F16 B B B 1 1 Job Reference (optional) i russway, unanao, ri 0-1-8 H 1� ' 1i 48 i 1.5x3 11 3x3 = 1.5x3 11 1.5x3 11 3x4 = 3x3 I A B C D E F b.ZUU s JUI i;i ZUUb MI I eK Inaustries, Inc. WeO NOV U9 Ub:43:4b ZUUb I'age 1 1� 0�1t8 Sca' to = 1:36.2 4x5 = 3x6 FP= 3x3 = 3x3 = 3x3 = 3x3 = 3x4= 1.5x3 11 G H 1 .1 K L M N AB IN 3x5 = 3x3 = 3x4 = 3x7 = 4x5 = 3x6 FP= 1.5x3 11 1.5x3 I 3x3 = 3x4 3x5 = 3x3 = 7-0-0 21-4-0 7-0-0 14-4-0 _Plate Offsets (X,Y): [0:0-2-0 Edge] [X:0-1-8 Edge] [Z:0-2-0 Edgel LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.60 Vert(LL) -0.11 R >999 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.00 BC 0.83 Vert(TL) -0.20 Q-R >855 240 �0 BCLL 0.0 Rep Stress Incr YES WB 0.40 Horz(TL) 0.04 O n/a n/a BCDL 5.0 Code FBC2004fTP12002 (Matrix) Weight: 110 lb LUMBER TOP CHORD 4 X 2 SYP No.2ND WEBS BOT CHORD 4 X 2 SYP No.2ND B-Z =-422/102 B-Y =-311/98 WEBS 4 X 2 SYP No.3 C-Y =-73/143 E-W = -811 /0 E-X = 01728 D-X = -356/0 BRACING G-W =-1405/0 G-V = 0/999 TOP CHORD I-V = -948/0 I-T = 0/511 Structural wood sheathing directly applied or 6-0-0 oc J-T = -604/0 J-S =-51/199 purlins, except end verticals. M-O =-1149/0 M-P = 0/741 BOT CHORD L-P = -702/0 L-Q = 0/281 Rigid ceiling directly applied or 6-0-0 oc bracing. K-Q =-298/78 K-R =-177/72 REACTIONS (lb/size) NOTES (9-10) O = 757/0-3-8 1) Unbalanced floor live loads have been considered for W = 1536/0-3-8 this design. Z = 223/0-3-8 2) Attach ribbon block to truss with 3-10d nails applied to Max Uplift flat face. Z =-34(load case 3) 3) This truss requires plate inspection per the Tooth Max Grav Count Method when this truss is chosen for quality O = 767(load case 4) assurance inspection. W = 1536(load case 1) 4) Plates checked for a plus or minus 0 degree rotation Z = 333(load case 2) about its center. 5) Provide mechanical connection (by others) of truss to FORCES (lb) - Maximum Compression/Maximum Tension bearing plate capable of withstanding 34 lb uplift at joint TOP CHORD Z. Z-AA = -52/0 A -AA = -52/0 . 6) "Fix heels only" Member end fixity model was used in O-AB = -45/0 N-AB = -45/0 the analysis and design of this truss. A-B = -3/0 B-C =-411/320 7) Recommend 2x6 strongbacks, on edge, spaced at C-D =-411/320 D-E =-411/320 10-0-0 oc and fastened to each truss with 3-16d nails. E-F = 0/1210 F-G = 0/1210 Strongbacks to be attached to walls at their outer ends or G-H = -820/0 H-I = -820/0 restrained by other means. I-J =-1883/0 J-K =-2282/0 8) CAUTION, Do not erect truss backwards. K-L =-2165/0 L-M =-1465/0 9) NOTE: Refer to yellow bracing and/or T-1 sheet for M-N = -3/0 more information. BOT CHORD 10) NOTE: The seal on this drawing indicates Y-Z =-80/335 X-Y =-320/411 acceptance of professinal engineering responsibility W-X =-723159 V-W =-107/80 solely for the truss componenent design shown. U-V = 0/1518 T-U = 0/1518 S-T = 0/2282 R-S = 0/2282 LOAD CASE(S) Junaidie Budiman, PE 945161 Q-R = 0/2282 P-0 = 0/1995 Standard 8850 Trussway Boulevard O-P = 0/905 Orlando, FL 32824 WEBS f-W 1 V09I2005 Job Truss Truss Type QtY PIY Lennar Orlando -CAYENNE LE3161F F17 B T 1 1ce FLE31 optional) A 1.5x3 = D U. O JUI I J LVUJ IVII I — IIIUUSIIIG5, IfTf . VVCu iwv uy uo.4J.4y LUVJ rage -I B 3x3 = 0-4-0 _ 1 Scale = 1:7.1 1-9-8 2-1-8 — 198 040 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.20 Vert(LL) 0.00 D — - 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.00 BC 0.02 Vert(TL) -0.00 C-D >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a JIB' BCDL 5.0 , Code FBC2004/TPI2002 (Matrix) Weight: 12 lb (! LUMBER 7) NOTE: Refer to yellow bracing and/or T-1 sheet for TOP CHORD 4 X 2 SYP No.2ND more information. BOT CHORD 4 X 2 SYP No.2ND 8) NOTE: The seal on this drawing indicates acceptance WEBS 4 X 2 SYP No.3 of professinal engineering responsibility solely for the truss componenent design shown. BRACING TOP CHORD LOAD CASE(S) Structural wood sheathing directly applied or 2-1-8 oc Standard purlins, except end verticals: BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) B = 100/0-3-8 D - 100/0-3-8 FORCES (lb) - Maximum Compression/Maximum Tension TOPCHORD A-D = -92/0 B-C = 0/8 A-B = 0/0 BOT CHORD C-D = 0/0 WEBS B-D = 0/0 NOTES (7-8) 1) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) "Fix heels only" Member end fixity model was used in the analysis and design of this.truss. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 6) CAUTION, Do not erect truss backwards. Junaidie Budiman, PE #45161 8850 Trussway Boulevard Orlando, FL 32824 ,11 /09/2005 Job Truss Type aty Ply LE3161 - Lennar Orlando -CAYENNE LE3161F FR01 FLAT GIR 1 Job Reference (optional) i r ussway, vrlanao, ri 6.200 s JUI 13 2005 MI I ek Industries, Inc. Wed Nov 09 U8:43:45) 2UUb rage i 1-11-4 3-8-12 5-8-0 1-11-4 1-9-8 1-11-4 Scale = 1:9.4 A 5x8 = B 3x4 = C 5x7 = D 2x4 11 2x4 I I 5x8 = 1-11-4 3-8-12 5-8-0 1-11-4 1-9-8 1-11-4 Plate Offsets (X,Y): [E:0-3-4 0-2-81 LOADING(psf) SPACING 1-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.69 Vert(LL) -0.04 F-G >999 360 MT20 244/190�� TCDL 15.0 Lumber Increase 1.00 BC 0.88 Vert(TL) -0.07 F-G >866 240 BCLL 0.0 Rep Stress Incr NO WB 0.67 Horz(TL) 0.02 E n/a n/a t BCDL 5.0 Code FBC2004fTP12002 (Matrix) Weight: 54 lb LUMBER 2) All loads are considered equally applied to all plies, TOP CHORD 2 X 4 SYP No.2ND except if noted as front (F) or back (B) face in the LOAD BOT CHORD 2 X 4 SYP No.2ND CASE(S) section. Ply to ply connections have been WEBS 2 X 4 SYP No.3 *Except* provided to distribute only loads noted as (F) or (B), W2 2 X 4 SYP No.2ND unless otherwise indicated. W2 2 X 4 SYP No.2ND 3) This truss requires plate inspection per the Tooth W2 2 X 4 SYP No.2ND Count Method when this truss is chosen for quality assurance inspection. BRACING 4) "Fix heels only" Member end fixity model was used in TOP CHORD the analysis and design of this truss. 2-0-0 oc purlins (4-5-9 max.): A-D, except end verticals. 5) Design assumes 4x2 (flat orientation) purlins at oc BOT CHORD spacing indicated, fastened to truss TC w/ 2-10d nails. Rigid ceiling directly applied or 10-0-0 oc bracing. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. REACTIONS (lb/size) Strongbacks to be attached to walls at their outer ends or H = 3273/0-3-8 restrained by other means. E = 3273/0-3-8 7) NOTE: Refer to yellow bracing and/or T-1 sheet for more information. FORCES (Ib) - Maximum Compression/Maximum Tension 8) NOTE: The seal on this drawing indicates acceptance TOP CHORD of professinal engineering responsibility solely for the A-H =-3171/0 A-B =-4977/0 truss componenent design shown. B-C = 4983/0 C-D = 0/0 D-E = -966/0 LOAD CASE(S) BOT CHORD Standard G-H = -0/0 F-G = 0/4977 1) Floor: Lumber Increase=1.00, Plate Increase=1.00 E-F = 0/4983 Uniform Loads (plf) WEBS Vert: E-H=-5, A-D=-1213(F=-1158) B-G =-2285/0 C-F = -98/0 A-G = 0/5441 B-F = 0/7 C-E =-5448/0 NOTES (7-8) 1) 2-ply truss to be connected together with 0.131"xY Nails as follows: Top chords connected as follows: 2 X 4 - 2 rows at 0-4-0 oc. Bottom chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. Webs connected as follows: 2 X 4 - I row at 0-9-0 oc. Junaidie Budiman, PE #45161 8850 Trussway Boulevard Orlando, FL 32824 11 /09/2005 Job Truss Truss Type Qty Ply LE3161 - Lennar Orlando -CAYENNE LE3161F FR02 FLAT GIR 1 Job Reference (optional) i russway, unanao, rt o.zuu s uui i a zuvo mi i eK inausrnes, inc. vvea rvov ua uc:vc:va zuuo rage i 1-6-2 2-10-9 4-2-15 5-7-6 7-1-$ 1-6-2 1-4-6 1-4-6 1-4-6 1-6-2 Scale = 1:11.9 2x3 11 A 5x5 =M B 3x4 = C D 3x4 = E 4x6 = F2x6 II 2x6 11 5x5 = 1-6-2 2-10-9 4-2-15 5-7-6 7-1-8 1-6-2 1-4-6 1-4-6 1-4-6 1-6-2 LOADING(psf) SPACING 1-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.84 Vert(LL) -0.04 J >999 360 MT20 244/190 TCDL 15.0 Lumber Increase 1.00 BC 0.56 Vert(TL) -0.07 I-J >999 240 (� BCLL 0.0 Rep Stress Incr NO WB 0.63 Horz(TL) 0.02 G n/a n/a Iljr BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight: 65 lb U LUMBER TOP CHORD 2 X 4 SYP No.1 BOT CHORD 2 X 4 SYP No.1 WEBS 2 X 4 SYP No.3 BRACING TOP CHORD 2-0-0 oc purlins (6-0-0 max.): A-F, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) L = 3034/0-3-8 G = 2285/0-3-8 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD A-L =-2774/0 A-M =-3397/0 B-M =-3397/0 B-C =-4723/0 C-D =-4723/0 D-E =-303110 E-F = 423/0 F-G = -571/0 BOTCHORD K-L = 0/675 J-K = 0/3397 I-J = 0/4723 H-1 = 0/4723 G-H = 0/3031 WEBS B-K =-1843/0 C-J = -770/0 D-I = -11/56 E-H = 01765 A-K = 0/3145 B-J = 0/1533 D-H =-1955/0 E-G =-3014/0 NOTES (10-11) 1) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) . The design/selection of such connection device(s) is the responsibility of others. 2) 2-ply truss to be connected together with 0.131"xY Nails as follows: Top chords connected as follows: 2 X 4 - 2 rows at 0-5-0 oc. Bottom chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) . The design/selection of such connection device(s) is the responsibility of others. 3) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 4) Unbalanced floor live loads have been considered for this design. 5) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 6) "Fix heels only' Member end fixity model was used in the analysis and design of this truss. 7) Design assumes 42 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. 8) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) . The design/selection of such connection device(s) is the responsibility of others. 10) NOTE: Refer to yellow bracing and/or T-1 sheet for more information. 11) NOTE: The seal on this drawing indicates acceptance of professinal engineering responsibility solely for the truss componenent design shown. Standard Concentrated Loads (lb) Vert: M=-884(F) LOAD CASE(S) Standard Junaidie Budiman, PE #45161 1) Floor: Lumber Increase=1.00, Plate Increase=1.00 8850 Trussway Boulevard Uniform Loads (plf) Orlando, FL 32824 Vert: G-L=-5, A-F=-644(F=-589) 1 1 /09/2005 Job Truss Truss Type Qty Ply EE3161 - Lennar Orlando - CAYENNE LE3161 F FR05 FLAT TRUSS 1 1 Job Reference (optional) Trussway, Orlando, FI 2x3 11 2x3 11 2x3 11 A B C o.wv s uw i o zwo ivu i en inuusmes, inc. vveo rvov uy uo:43:ou zuuo rage i 10-0-0 10-0-0 Scale = 1:16.8 2x3 3x4 = 2x3 11 2x3 11 2x3 11 2x3 11 D E F G H I 2x3 11 3x4 = 2x3 11 2x3 11 2x3 11 2x3 11 2x3 11 10-0-0 10-0-0 LOADING (pso SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.07 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 N n/a n/a i BCDL 5.0 Code FBC2004/TP12002 (Matrix) Weight: 42 lb LUMBER NOTES (8-9) TOP CHORD 2 X 4 SYP No.3 1) This truss requires plate inspection per the Tooth BOT CHORD 2 X 4 SYP No.3 Count Method when this truss is chosen for quality WEBS 2 X 4 SYP No.3 assurance inspection. OTHERS 2 X 4 SYP No.3 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely BRACING braced against lateral movement (i.e. diagonal web). TOP CHORD 4) Gable studs spaced at 1-4-0 oc. 2-0-0 oc purlins: A4, except end verticals. 5) "Fix heels only" Member end fixity model was used in BOT CHORD the analysis and design of this truss. Rigid ceiling directly applied or 10-0-0 oc bracing. 6) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. REACTIONS. (lb/size) 7) Recommend 2x6 strongbacks, on edge, spaced at R = 56/10-0-0 10-0-0 oc and fastened to each truss with 3-16d nails. J = 10/10-0-0 Strongbacks to be attached to walls at their outer ends or Q = 168/10-0-0 restrained by other means. P = 159/10-0-0 8) NOTE: Refer to yellow bracing and/or T-1 sheet for O = 160/10-0-0 more information. N = 160/10-0-0 9) NOTE: The seal on this drawing indicates acceptance M = 158/10-0-0 of professinal engineering responsibility solely for the L = 167/10-0-0 truss componenent design shown. K _ 127/10-0-0 LOAD CASE(S) FORCES (lb) - Maximum Compression/Maximum Tension Standard TOPCHORD A-R = -51/0 A-B = 0/0 B-C = 0/0 C-D = 0/0 D-E = 0/0 E-F = 0/0 F-G = 0/0 G-H = 0/0 H-1 = 0/0 1-1 = -9/0 BOT'CHORD Q-R = 0/0 P-Q = 0/0 O-P = 0/0 N-O = -0/0 M-N = -0/0 L-M = -0/0 K-L = -0/0 J-K = 0/0 WEBS B-Q = -154/0 C-P_ = -146/0 D-0 = -14710 E-N = -14710 F-M = -145/0 G-L = -153/0 H-K- = -116/0 E-0 = 0/0 Junaidic Budiman, PE #45161 9950 Trussway Boulevard Orlando, FL 32824 11 /09/2005 Job Truss Truss Type Qty Ply LE3161 - Lennar Orlando -CAYENNE LE3161F FR06 FLAT TRUSS 1 1 Job Reference (optional) i russway, unanoo, ri 2x4 11 2x3 II A B 2x3 C 11-7-0 11-7-0 b.ZUU S JUI 13 2uub MI I eK Inousines, Inc. vvea Nov UV utl:43:bo 2UUb Page 9 Scale = 1:19.6 2x3 11 2x3 11 3x4 = 2x3 11 2x3 11 2x3 11 2x4 11 D E F G H I J 2x4 11 2x3 11 2x3 11 2x3 11 3x4 = 2x3 11 2x3 11 2x3 11 2x6 11 2x4 11 11-7-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud TCLL 40.0 Plates Increase 1.00 TC 0.73 Vert(LL) n/a n/a 999 TCDL 15.0 Lumber Increase 1.00 BC 0.74 Vert(TL) n/a n/a 999 " BCLL 0.0 Rep Stress Incr NO WB 0.13 Horz(TL) 0.00 P n/a n/a BCDL 5.0 Code FBC2004fTP12002 (Matrix) LUMBER PLATES GRIP MT20 244/190 Weight: 48 lb TOP CHORD 2 X 4 SYP No.2ND BOT CHORD LOAD CASE(S) BOT CHORD 2 X 4 SYP No.2ND R-S = 0/0 Q-R = 0/0 Standard WEBS 2 X 4 SYP No.3 P-Q = 0/0 O-P = -0/0 1) Floor: Lumber Increase=1.00, Plate Increase=1.00 OTHERS 2 X 4 SYP No.3 N-0 = -0/0 M-N = -0/0 Uniform Loads (plf) L-M = 0/0 K-L = 0/0 Vert: K-T=-10, A-J=-110 BRACING WEBS Concentrated Loads (lb) TOP CHORD B-S = -154/0 C-R = -146/0 Vert: J=-600(F) 2-0-0 oc purlins (10-0-0 max.): A-J, except end verticals. D-Q = -147/0 E-P = -149/0 BOT CHORD F-0 = -143/0 G-N = -207/0 Standard Rigid ceiling directly applied or 10-0-0 oc bracing. H-M =-68/232 I-L = -65110 1) Floor: Lumber Increase=1.00, Plate Increase=1.00 F-P = 0/0 Uniform Loads (plf) REACTIONS (lb/size) Vert: K-T=-10, A-J=-110 T = 56/10-7-0 NOTES (12-13) Concentrated Loads (lb) S = 168/10-7-0 1) Unbalanced floor live loads have been considered for Vert: J=-600(F) R _ 160/10-7-0 this design. Q = 158/10-7-0 2) This truss requires plate inspection per the Tooth P = 168/10-7-0 Count Method when this truss is Chosen for quality O = . 126/10-7-0 assurance inspection. N = 300/10-7-0 3) Truss to be fully sheathed from one face or securely M _ -403/10-7-0 braced against lateral movement (i.e. diagonal web). L = 1223/10-7-0 4) Gable studs spaced at 1-4-0 oc. Max Uplift 5) Provide mechanical connection (by others) of truss to M = -523(load case 3) bearing plate capable of withstanding 523 lb uplift at joint Max Grav M. T = 56(load case 1) 6) Non Standard bearing condition. Review required. S = 168(load case 2) 7) "Fix heels only" Member end fixity model was used in R = 160(load case 1) the analysis and design of this truss. Q = 160(load case 2) 8) Design assumes 4x2 (flat orientation) purlins at oc P = 168(load case 1) spacing indicated, fastened to truss TC w/ 2-10d nails. 0 = 149(load case 2) 9) Recommend 2x6 strongbacks, on edge, spaced at N = 300(load case 1) 10-0-0 oc and fastened to each truss with 3-16d nails. L = 1223(load case 1) Strongbacks to be attached to walls at their outer ends or restrained by other means. FORCES (lb) - Maximum Compression/Maximum Tension 10) Hanger(s) or other connection device(s) shall be TOP CHORD provided sufficient to support concentrated load(s) 600 lb A-T = -51/0 A-B = 0/0 down at 11-5-4 on top chord. The design/selection of B-C = 0/0 C-D = 0/0 such connection device(s) is the responsibility of others. D-E = 0/0 E-F = 0/0 11) In the LOAD CASE(S) section, loads applied to the F-G = 0/0 G-H = 0/0 face of the truss are noted as front (F) or back (B). H-I = 0/0 - I-J = 0/0 Junaidie Budiman, PE #45161 J-K = -325/0 8850 Trussway Boulevard BOT CHORD Orlando, FL 32824 S-T = 0/0. 11 /09/2005 Job Truss Truss Type Qty Ply LE3161 - Lennar Orlando - CAYENNE LE3161F FR07 FLAT TRUSS 1 1 Job Reference (optional) 2x3 11 A 9-9-0 0.4— S JUI I GUUp IVII IUK If IUUJIneJ, Ino. vveo IVOV vu vu:45:ou ZUUb rage l Scale = 1:16.4 2x3 11 2x3 11 2x3 11 3x4 = 2x3 11 2x3 11 2x3 11 B C D E F G H 2x3 11 2x3 11 2x3 11 3x4 = 2x3 I I 2x3 11 I 9-9-0 9-9-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft t/d TCLL 40.0 Plates Increase 1.00 TC 0.11 Vert(LL) n/a n/a 999 TCDL 15.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 M n/a n/a BCDL 5.0 Code FBC2004FrPI2002 (Matrix) LUMBER NOTES (8-9) TOP CHORD 2 X 4 SYP No.3 1) This truss requires plate inspection per the Tooth BOT CHORD 2 X 4 SYP No.3 Count Method when this truss is chosen for quality WEBS 2 X 4 SYP No.3 assurance inspection. OTHERS 2 X 4 SYP No.3 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely BRACING braced against lateral movement (i.e. diagonal web). TOP CHORD 4) Gable studs spaced at 1-4-0 oc. 2-0-0 oc purlins: A-H, except end verticals.. 5) "Fix heels only" Member end fixity model was used in BOT CHORD the analysis and design of this truss. Rigid ceiling directly applied or 10-0-0 oc bracing. 6) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. REACTIONS (lb/size) 7) Recommend 2x6 strongbacks, on edge, spaced at P = 56/9-9-0 10-0-0 oc and fastened to each truss with 3-16d nails. I = 78/9-9-0 Strongbacks to be attached to walls at their outer ends or 0 = 168/9-9-0 restrained by other means. N = 159/9-9-0 8) NOTE: Refer to yellow bracing and/or T-1 sheet for M = 160/9-9-0 more information. L = 163/9-9-0 9) NOTE: The seal on this drawing indicates acceptance K = 148/9-9-0 of professinal engineering responsibility solely for the J = 204/9-9-0 truss componenent design shown. FORCES (lb) - Maximum Compression/Maximum Tension LOAD CASE(S) TOP CHORD Standard A-P = -51/0 A-B = 0/0 2x3 11 2x3 11 PLATES GRIP MT20 244/190 Weight: 40lb W B-C = 0/0 C-D = 0/0 D-E = 0/0 E-F = 0/0 F-G = 0/0 G-H = 0/0 H-1 = -72/0 BOT CHORD 0-P = 0/0 N-O 0/0 M-N = 0/0 L-M = 0/0 K-L _ -0/0 J-K = -0/0 1-J = 0/0 WEBS B-0 = -154/0 C-N = -146/0 D-M = -146/0 E-L = -149/0 F-K = -135/0 G-J = -187/0 E-M = 0/0 Junaidie Budiman, PE #45161 8850 Trussway Boulevard Orlando, FL 32824 11 /09/2005 Job Truss Truss Type Qty Ply LE3161 - Lennar Orlando -CAYENNE LE3161F FR08 301 1 1 Job Reference (optional) I A 2x3 11 2x3 11 B 2x3 11 2x3 11 LOADING (psf) SPACING 2-0-0 TCLL 40.0 Plates Increase 1.00 TCDL . 15.0 Lumber Increase 1.00 BCLL 0.0 Rep Stress Incr YES BCDL 5.0 Code FBC2004/TPI2002 LUMBER TOP CHORD 2 X 4 SYP No.3 BOT CHORD 2 X 4 SYP No.3 WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.3 BRACING TOP CHORD 2-0-0 oc purlins: A-E, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) J = 69/5-8-8 F - 87/5-8-8 1 = 152/5-8-8 H = 156/5-8-8 G = 186/5-8-8 FORCES (lb) - Maximum Compression/Maximum Tensior TOP CHORD A-J = -60/0 A-B = -13/0 B-C = -13/0 C-D = -13/0 D-E = -1310 E-F = -80/0 BOT CHORD I-J = 0/13 H-I = 0/13 G-H = 0/13 F-G = 0/13 WEBS B-I = -143/0 C-H = -142/0 D-G = -171/0 NOTES (8-9) 1) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) "Fix heels only" Member end fixity model was used in the analysis and design of this truss. 6) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. 5-8-8 C 2x3 li o.zuu 5 JUI i o zwo NO I eK Inausines, Inc. vvea Nov mo u23:4S:ol zuuD rage i D 2x3 11 2x3 11 2x3 I 5-8-8 5-8-8 CSI DEFL in (loc) I/deft Ud TC 0.07 Vert(LL) n/a n/a 999 BC 0.02 Vert(TL) n/a n/a 999 WB 0.03 Horz(TL) 0.00 F n/a n/a (Matrix) 7) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 8) NOTE: Refer to yellow bracing and/or T-1 sheet for more information. 9) NOTE: The seal on this drawing indicates acceptance of professinal engineering responsibility solely for the truss componenent design shown. LOAD CASE(S) Standard Scale = 1:9.8 E 2x3 11 2x3 11 PLATES GRIP MT20 244/190 Weight: 23lb � �� Junaidie Budiman, PE 445161 8850 Trussway Boulevard Orlando, FL 32824 11 /09/2005 I Job Truss Truss Type Qty Ply LE3161 - Lennar Orlando - CAYENNE LE3161F FR09 301 j 1 1 Job Reference (optional) 2x4 11 2x3 11 2x3 11 A B C 2x3 11 2x3 I I D E -4— a — 10 -- IVII I CR IIIUUJOICJ, INN. VV@u IVOv uy uo:4,xo i LVVD rage l 14-4-0 14-4-0 2x3 11 2x3 11 3x4 = 3x5 = 2x3 11 F G HI J Scale = 1:24.3 2x3 11 2x3 11 2x4 11 K L M 2x4 11 2x3 11 2x3 11 3x5 = 2x3 11 3x4 = 2x3 11 2x3 11 2x3 11 2x3 11 2x3 11 2x4 11 2x3 11 14-4-0 14-4-0 I.- V I -J ^ , 2. LI.u-4-V u- I-01 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d TCLL 40.0 Plates Increase 1.00 TC 0.07 Vert(LL) n/a n/a 999 TCDL 15.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) -0.00 T n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) LUMBER TOP CHORD 2 X 4 SYP No.3 BOT CHORD BOT CHORD 2 X 4 SYP No.3 N-0 = 0/0 WEBS 2 X 4 SYP No.3 WEBS OTHERS 2 X 4 SYP No.3 B-Y = -154/0 C-X = -146/0 D-W = -147/0 E-U = -147/0 BRACING F-T = -147/0 G-S = -147/0 TOP CHORD H-R = -147/0 J-Q = -146/0 2-0-0 oc purlins (10-0-0 max.): A-M, except end verticals. K-P = -151/0 L-O = -132/0 BOT CHORD G-T = -0/0 Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES (8-9) REACTIONS (lb/size) 1) This truss requires plate inspection per the Tooth N = 35114-4-0 Count Method when this truss is chosen for quality Z = 56/14-4-0 assurance inspection. Y = 168/14-4-0 2) Gable requires continuous bottom chord bearing. X = 159/14-4-0 3) Truss to be fully sheathed from one face or securely W = 160/14-4-0 braced against lateral movement (i.e. diagonal web). U = 160/14-4-0 4) Gable studs spaced at 1-4-0 oc. T = 160/14-4-0 5) "Fix heels only" Member end fixity model was used in S = 160/14-4-0 the analysis and design of this truss. R = 160/14-4-0 6) Design assumes 4x2 (flat orientation) purlins at oc Q = 159/14-4-0 spacing indicated, fastened to truss TC w/ 2-10d nails. P = 164/14-4-0 7) Recommend 2x6 strongbacks, on edge, spaced at 0 = 144/14-4-0 10-0-0 oc and fastened to each truss with 3-16d nails. Strongbacks to be attached to walls at their outer ends or FORCES (lb) - Maximum Compression/Maximum Tension restrained by other means. TOP CHORD 8) NOTE: Refer to yellow bracing and/or T-1 sheet for A-Z = -51/0 A-B = 0/0 more information. B-C = 0/0 C-D = 0/0 9) NOTE: The seal on this drawing indicates acceptance D-E = 0/0 E-F = 0/0 of professinal engineering responsibility solely for the F-G = 0/0 G-H = 0/0 truss componenent design shown. H-1 = 0/0 1-1 = 0/0 J-K = 0/0 K-L = 0/0 LOAD CASE(S) L-M = 0/0 M-N = -32/0 Standard BOT CHORD Y-Z = -0/0 X-Y = -0/0 W-X = -0/0 V-W = -0/0 U-V = -0/0 T-U = -0/0 S-T = 0/0 R-S = -0/0 Q-R = 0/0 P-Q = -0/0 O-P = 0/0 PLATES GRIP MT20 244/190�. Weight: 58 lb Junaidie Budiman, PE #45161 8850 Trussway Boulevard Orlando, FL 32824 11 /09/2005 Job Truss Truss Type aty Ply LE3161 - Lennar Orlando -CAYENNE LE3161F FR10 301 1 1 Job Reference (optional) i iueaway, vnanuv, n A 2x3 B 2x3 11 2x3 2x3 11 C2x3 11 2x3 11 6-11-0 6-11-0 6.200 s Jul 13 2005 MiTek Industries, Inc. Wed Nov 09 08:43:51 2005 Page 1 D2x3 I I 2x3 11 E2x3 11 6-11-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d TCLL 40.0 Plates Increase 1.00 TC 0.06 Vert(LL) n/a n/a 999 TCDL 15.0 Lumber Increase 1.00 BC 0.02 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 G . n/a n/a BCDL 5.0 Code FBC2004/TP12002 (Matrix) LUMBER 6) Design assumes 4x2 (flat orientation) purlins at oc TOP CHORD 2 X 4 SYP No.3 spacing indicated, fastened to truss TC w/ 2-10d nails. BOT CHORD 2 X 4 SYP No.3 7) Recommend 2x6 strongbacks, on edge, spaced at WEBS 2 X 4 SYP No.3 10-0-0 oc and fastened to each truss with 3-16d nails. OTHERS 2 X 4 SYP No.3 Strongbacks to be attached to walls at their outer ends or restrained by other means. BRACING 8) NOTE: Refer to yellow bracing and/or T-1 sheet for TOP CHORD more information. 2-0-0 oc purlins (6-0-0 max.): A-F, except end verticals. 9) NOTE: The seal on this drawing indicates acceptance BOT CHORD of professinal engineering responsibility solely for the Rigid ceiling directly applied or 10-0-0 oc bracing. truss componenent design shown. REACTIONS (lb/size) LOAD CASE(S) L = 67/6-11-0 Standard G = 79/6-11-0 K = 153/6-11-0 J - 163/6-11-0 _ 156/6-11-0 H = 176/6-11-0 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD A-L = -60/0 A-B = -11/0 B-C = -11/0 C-D = -11/0 D-E = -11/0 E-F = -11/0 F-G = -72/0 BOT CHORD K-L = 0/11 J-K = 0/11 I-J = 0/11H-1 = 0/11 G-H = 0/11 WEBS B-K = -143/0 C-J = -149/0 D-I = -143/0 E-H = -162/0 NOTES (8-9) - 1) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 2x3 11 Scale = 1:11.5 F2x3 II 2x3 I I PLATES GRIP MT20 244/190 Weight: 27 lb 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). Junaidie Budiman, PE #45161 4) Gable studs spaced at 1-4-0 oc. 8850 Trussway Boulevard 5) "Fix heels only" Member end fixity model was used in Orlando, FL 32824 the analysis and design of this truss. /09/2005 Job Truss Truss Type Qty Ply LE3161 - Lennar Orlando - CAYENNE LE3161F FR11 301 1 1 IU>J—Y, 1111G11UV, rl A 2x3 11 B 2x3 11 4-0-0 4-0-0 , Job Reference (optional) 6.200 s Jul 13 2005 MiTek Industries, Inc. Wed Nov 09 08:43:51 2005 Page 1 C 2x3 II D 2x3 II 4-0-0 4-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud TCLL 40.0 Plates Increase 1.00 TC 0.05 Vert(LL) n/a n/a 999 TCDL 15.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 E n/a n/a BCDL 5.0 Code FBC2004ITP12002 (Matrix) LUMBER 7) Recommend 2x6 strongbacks, on edge, spaced at TOP CHORD 2 X 4 SYP No.3 10-0-0 oc and fastened to each truss with 3-16d nails. BOT CHORD 2 X 4 SYP No.3 Strongbacks to be attached to walls at their outer ends or WEBS 2 X 4 SYP No.3 restrained by other means. OTHERS 2 X 4 SYP No.3 8) NOTE: Refer to yellow bracing and/or T-1 sheet for more information. BRACING 9) NOTE: The seal on this drawing indicates acceptance TOP CHORD of professinal engineering responsibility solely for the 2-0-0 oc purlins: A-D, except end verticals. truss componenent design shown. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. LOAD CASE(S) Standard REACTIONS (lb/size) H = 65/4-0-0 E = 65/4-0-0 G — 158/4-0-0 F = 158/4-0-0 FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD A-H = -58/0 A-B = -9/0 B-C -9/0 C-D = -9/0 D-E _ -58/0 BOT CHORD G-H- = 0/9 F-G = 0/9 E-F = 0/9 WEBS B-G = -146/0 C-F = -146/0 NOTES (8-9) 1) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) "Fix heels only" Member end fixity model was used in the analysis and design of this truss. 6) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. Scale = 1:7.1 PLATES GRIP i MT20 244/190 r w Weight: 16lb Junaidie Budiman, PE #45161 8850 Trussway Boulevard Orlando, FL 32824 11 /09/2005 --L r cV o o 'Pp, �p II I( II II ERRING WALL FR0272-PLYJ R01 d > F13 BEARING I.ALL F12 BRG Lo w PATCD 0 0 0 p N 23 FH4 0 RG m PNT 9 .F14 Lo 0 0 o � 5 F 12 U- H 11 11 11, j 14'-2" 24.00 F151 a F16 U- 11 1711 N ❑ FR10 E) FR09 3 FH4 FLOOR HANGER SCHEDULE MARK DESCRIP770N SIMPSON LISP fHI LUS44 ✓US44 fH2 HU46 HD46 FH3 HGUS46 THDH46 FH4 7HA413 MSH413 FH5 THA222-2 USH222-2 FH6 7HA422 USH422 - fH7 77N413 MSH413 fHB HUS-2 0-2 HUS210-2 FHM SUL410 SKH410L fH10 .SUR4f0 SKH4IOR ROOF HANGER SCHEDULE MARK DESCRIP77ON SIMPSON LISP RH) LUS24 JUS24 RH2 LUS26 ✓US26 RH3 HUS26 7HD26 RH4 THA29 MSH29 RH5 7HA222-2 MSH222-2 RH6 SUL26 SKH26L RH7 SUR26 SKH26R RHB I HUS210 THD210 RH9 I HGUS26-2 7HOH26-2 RH101HJC26 TVnInA1 1JID CCT AIA11 !AI/% ALL MARKS ANY NOT BE USED. ALL MARKS MAY NOT BE USED.. I I r l li H L F 11 r J L I I V 1AI L I IV V OPEN FACE DBBO=DROP BEAM BY OTHERS -FLUSH BEAM & HANGER BY 07HERSI FBBO=FLUSH BEAM BY OTHERS 7RUSSWAY, LTD_ ! 8850 T4vssway Blvd Orlando. FL 32824 (407) 867-2777 (407) 867-7856 PAX I 0 I' i I I I I � q I � o Q4 9 0 r a I s P REFER TO SHT.°T-1 FOR IMPORTANT INFORMATION! I DATE : 110710J DRAWN BY: JT CHECK BY: j JOB NO. : LE3161 REVISIONS :. 9 z nA IT T-2 woDaeuual'AAMM • OZFLSO #21931 • 96Rb Z89-LOB :XPA • 99ZL-Z89-LOb :auogd@p_L TSLZE ep-Lol� 'pUepeW 'OSt, a1fnS 'aue� IIegg1n0S TOt • opuelAO sawoH aeuual M I A M I-DA5EM NIIANII-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 NOTICE OF ACCEPTANCE (NOA) Therma-Tru Corporation 108 'Vlutzfeld Road Butler, IN 46721 SCOPE: This NOA is being issued under the applicable rules and regulations governing the'use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the A_HJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in. the accepted manner, the'manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Inswing W/E Glazed Insulated Steel Door w/Sidelites APPROVAL DOCUMENT: Drawing No. B0204, titled "6/0 x 6/8 Steel Inswing Moderate Climate Patio", sheets l through 4, prepared by manufacturer, dated 8/10/98 with revision on 6/7/99, bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami - Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL, of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERAIINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA 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 NOA is displayed, then it shall be done in its entirety. - INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 99-031 1.02 and, consists of this page t as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No 02-0805.06 Expiration Date: September 30, 2007 Approval Date: September 5, 2002 Page I SEE 14d.LIEN HEAD ASSEMBLY GIAGE 2 EF 4) 74-1-/16' pp ID 112, 2S 28 � 29 1/9' A 16 I 12 O.C.II YAX } A MAX Y:A.X I 82 1/32 U5 W, 4' NOT[• SEE MULLION SILL 15 MIAMI-DADE APPROVED SHUIIERS ARE ASSEMBLY (PAGE 3 Of 0 REDUIRED FOR THE INSTALLATION OF THIS UNIT. CONFIGRATION; OX i < I1 MAX —13 1� 1�1■Ilt��:_+� Ic vc 1"I K IU' ' I URI x MU CUIOUll MY 0 fly fl' Inyl 15 2 1 U KS Wha am SLAT BILI Y/ Ile tNAY IT I 1YDSE1 VA S? s vi I<LT I] 1 mo 403 sms UIX so 12 1 no Pka hP wu Awry II 1 5 17/16' 1 1 7/7 D6YDCI SU 11 1 DA CIEOCU ACTIVE W Mg. 9 no rKw-1Ri1 vAlm aimsm YLAIIQ mil, o I 2' 1 ] 9n6' VU KLLB 1 ] 1 -9/16' 1 1-IN' 1 ]/4' YMD ym I U8' 111 PLASTIC USE I'm film-IRU Rw KADC In 6. 1 PURILZIkT MS410 Il{OCK4I10 WN 16 1 15/IP TYK AB PAV U It Ufl SUM AT 12 3l4' DC ALIK PCRIICTU 5 2 I' UVOKL MAIEO a -ASS Wit, cmisI if N8' [ RED CLASS k® 3/4, Am SFACL 1 4 no RAILS ] 1 I Ill' 1 I II/16' PDC PUS 2 kS fioD ISll1B WX fIM W. 22 PCr DXIIY (W7 1`1016MR10]9 I 1 1SIID. CCU amll, N rA m021'M, kX TELD VIEUR Ip795 kd, UQUAVAQU IN IOTA 11111 if 9EE1. ITEB Dry I 11SCRIPIID4 BILL OF ARTERIAL THES1 RMA OTRUVNG „CORPORATIERATE CLIMATE ON nTw 6/0 X 6/8 STEEL . OUW lh ►M OIAV9C a[N Kn RF. 0-99 KCINE 102 4 C I OF AfTllov[D is Cownyma W m Tllf DESIGN PRESSURE RATING Bourn "RI'es�e"u"Roulc coot �q PRODUCT RENEWED DA OdLk.lT[.y _ 19.1L u rnmplfia1►ilY IA• flodp J POSITIVE f 48b7 psf D1IJIaiCod, ev. NEGATIVE 64.0 psf E do. Dam D 7�7 IaODU f C BIROI DIVISIDa BUII DCOO( COAIPUA,YCf OfflCf 'a Mom adeRoducrConln 4CCU'IANC1NO. _,0 //•0' Db a 2 X 10 V110ID BUCK — 3G 5/32' (4) PER SIDE (51 SPACED 22' K 20 MULLION HEAD ASSEMBLY SECTION A -A CORNER ASSEMBLY 36 5132' •. O O 1/8' 1EXPEREO CLASS 0 . o O o Iigcm--'Si O�. o O 0. i. _o \0� 0 21 1� 00 20 THERMAOTRU' CORPORATION 25 16 X 1-5/8' TYPE AB PHP rtw 6/0 X 6/0 STEEL INSVING MODERAIE CLIMATE PATIO AT 12-3/4' OL SPACING ouw m ' "w, ' RF.111811,-10-98 NONE 80201 C ITOF 1 GLAZING DETAIL 1/8' U)1108 SHOVN APPROYTD AS WhIPLYINO wITN THt . - PRODUCT RENEWED u—plyin-la w. Mru. B.ldi.B Cod. A*"9w Coo SOUTH KORIDI SURIDHo CODE OA fA� /' I.r r _ BYAdL.11lzL*— - D.b /tom? PROOU. (aROI DWSIOn /v\ BT n+l.a P,va.ac.. SC; u ta; colt complimcl ornct cc:, r No. �j4.¢ ll•02 r' Dh c, F 4 9/16' i IN' HIN I I I/S' [HB(DMCH(HB(6 I I /A' NAX CONCRETE I 29 7 77 I INo'O 2o 25 0 I a o 'fr Oo O° EXTERIOR INTERIOR 79-9/32' EXTERIOR INTERIOR A'00 0O .o 8' SECTION C—C SECTION B—B i n V _ DESCRIPTION DATE REVISED PER KCD 6-7-99 . n u N f6 C b � � o CORNER ASSEMBLY 25 MULLION SILL ASSEMBLY THERMA OTRU' CORPORATION nu 6/0 X 6/8 STEEL INSVINO MODERATE CLIMATE PATIO Ruw Ir art, Rf. 8-10-98 "' auY74 ' l NONE 90201 C 4 . APPNDYU AS COMKMO WIRI Do PRODUCT RENEWED som RORIDA SWUM OODE�� u compb'lay wllb IOr F1or{y OA OtaC� IY.1.. BuW1.9 CWr Anrpbun NoS.0 6 8� - rpinAooDih Ii CGS 0. '..IRO:. DIY13lDtl Qy B7 OU:I.D CG CODI r.omm!ANCI DII:CI ' MU Prodecl aol 1CCIP I1flfl Nq: 9,9__03�2 Dirlr Ln A4t to LD M J N F, co L ;L CD �o X CD LLU -0 N c: (13 N 6 co 2 ai C (p O C L C C1 O) Q) J F- •�II�I Illlllll I�, �011� III ill I�II��I�I III III _ III I III N m i 1 �oiio� o_ a ICI III I.I.. a � � 1 441 ICI lil iil Ifl [iil it u_i ICI IIII�III ICI ICI rc �� 17R/ I/r1� Ti�/r�%lr sa;t ►iild le.��t :.,31_ ._�.j�_ Z� ,��I 01 !��I III III lllilll � III llnlGl lil ��il r,,III1�1 �! �W ��J� �� IIIIIIIiI I>�'.<I III III IIIII 111 ICI Iii Ililllll Lill III I�IIIIIII III it ill III ®® go EU NOTE; GRILLS AND MURIINS SHOYN WE FALSE AND FOR DECORATIVE PURPOSES ONLY NLv I UUMrijun I w M C IREVISID PER BCCO 6-7-99 o L v N' t0 M C NOT I. DESIGN PRESSURE FIR ALL DU SIMS SHOVN HERE IN CONFIGURATIONS . SINGLE-SYING O2 AS-IESTED TV, ra.o ECUA(. THAT ACHIEVED IN TEST, FOR ALL ^' OPENIKGS TEST SIZE (6/0 VIDE X 6/8 HIGH)Ln I8.6I PSFLn 61.0 PSF U 2. FIR SINGLE IN-SYING DOER, MAX. PANEL SIZE IS 3'-0' VIDE X 6'-8' HIGH � 1 f(R OX CONFIGURATION, MAX. OVERALL UNIT : SIZE IS N-3/16' VIDE X 82-1132' HIGH _ N �00 Uv a -0 N 00 00 THERMAOTRU' CORPORATION Q) 6/0 X 6/8 STEEL INSVING MODERATE CLIMATE PATIO _ auti. rt• Wlu tlxL ttYC um Rj. D-10- B MONE " 80N1201 1 C 1 OF 1 C -APPRom IS COWKY1110 W1T11 Till J H sown RORI61 BURDI110 COW PRODUC-r RENEWED 04rr) O,X..�.✓ r2 --191L akl' J u romI')iy .vile th. Flada P 641dlnj Cod, - Yi ^R'rP,urr Ho.OS•Ob-- t40110C HIM 07Y 5ON - IuUoo D.h }po') Jd -O.tiO C00[ C0V— Wirf OfflC[ er rrcrlanr.: No. XI-23,/4" . :- D.d4 Piudurt C..Imj - Dir wo7aeuual'mmm • OZEZSO #D0:) • 96Eb-Z89-LOB .xej • 99ZL-Z89-LOB :auogdalal TSLZE ep 41'� 'pUepeW 'OStb pM5'auel Iletl4lnoS TOT • opueja0 sawoH aeuual M I A WGADE w BUILDING CODE COMPL1,k C£ OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE U OA MIA:Nft.-.D.> DECO.L'NlY, FLORID& ittETR-,O-D.-kDE.FLAGLCR t1L'tLE)MG 1-10 W ST FL,i.Gt.ER b7, REET, SUITE 1603 MJAXIt, FLORIDA 33130-1563 (3- i)1,•5-")Ui FAN (305) 375-21)05 Thernia-Tra Corporation - 10S .Mutzfeld Road Butler, IN 4672.IX SCOPE- This NOA, is being issued under the applicable rules and::regul:ations govcming the' use of construction materials. 1'.tie documentation scil;rnrucd..has been rcviewccl bX,Ml-3rni-D. &County Product Control Division arid. accepted by -the Board of Rales.and A-ppeats (B.ORA) to:be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall- not be valid after the expiration date stated belo..v.. The M'iamt;D.ad'e County Product Control .Division (In i\.'f.iami Dade County) and/or the AEiJ (in areas other than Miami Dade County) reservethe right to have this product.,or. material tested for quality assurance purposes If this product or material fails to per:t;orrn in the accepted manner, the manufacturer will incur the expense of such testing and the Al U may immediately revoke., modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building coda. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane . Zone of the Florida Building Code,. DESCRIPTION: "Fiber Classic"/"Smooth Star".6'8" Inswing Opaque Insulated Fiberglass Door wlSidelltes APPROVAL DOC.U`IENT: Drawing No. datcd:U 1/3 l/0Z, with revision I dated 01/31/02, titled "Fiber. Classic''/"Smooth Star." up to 1.05" x 6-8 w & w(o 1.4" SL, inswing: sh:cts 1 through 8, prepared by R. W. Building Consultants, Inc_, bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the ivtarrti-Dade County Product Control Division. NIISSILE IMPACT RATING: None LABELING:.Eac.h unit .shall bear a permanent label with the manufacturer's name or logo. city. -state and following s.tatcment: "Miami -Dade County Product Control Approved% unless otherwise noted herein. RENEWAL of this NOA.shall be considered after a rcuewal-application has been filed and there has been no change in the applicable building code negatively affecting the gcrformance of this product. TERMINATION of this NO.A will occur after the expiration date or iftherc has bcrn a revision or change in the materials, use, and/or manufacture o,f the product. or process. Misuse of this NOA as an endorsement of any pro -duct,. for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination. and `removal >o:f NOA. ADVERTISEMENT: The NOA number preceded by the words. Miami -Davie County. Florida, and. followed by the expiration date may be displayed in advertising.literature: If any portion of the NOA is displayed, then it shall be done in its entirety. - INSPECTION: A copy of this entire NOA shall be provided to the user bythe manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building: Official. This NOA consists of this page 1 as well as approval document mentioned. above. The submitted documentation was reviewcd'by Manuel Perez, P.E. OA No 1 1 xExpir2tfon Date: 11 sL i= • ;cni4a,:,i.��y �a;,�r,�nn�5ApprOY21 Date. June 6.2002 s THERMA oTRUS FIBEA CJLAS.S1CrSU0OTH STAR' INSWIIJO " SINGLE AND DOUBLE W/6 WXxITSIDELITEi NSULATED FIBERGLASS DOOR WfTH'W'000 FRAMES. G[NERAL NOTES I. THIS PRODUCT IS DESIGNED TO COMPLY WITH FLORICA BUILDING CODE. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHCREO PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHAH BE AS LISTED AND SPACED AS SHOWN ON DETAILS, ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. DESIGNED PRESSURE RA INC SEE TABLE PAGE 1. 5. THIS PRODUCT DOES NOT MEET THE WATER REQUIREMENTS FOR 'HIGH VELOCITY HURRICANE ZONES'. 6. WHEN THIS PRODUCT IS USED IN AREA REQUIRING WINDBORN DEBRIS PROTECTiCN, F•_ORICA BUILDING CODE APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED. 7. SIDEUTES ARE AN OPTION AND CAN BE USED IN A SINGLE OR :DOUBLE CONFIGURATION. (Common to all frame conditions) 0 elite Leaf Construction: . Fiberglass pvq. min, yield strength 1 in .000 psi S th — 0.070' minimum skin thickness *la — 0.110' minimum skin thickness Polyurethane foam core, t .9 I density by E'ASF. The pa el skin is construded from a 0.0,70 thk. cargor nd (spuC�. The interior cav ty is filed with 1,9 lbs. pofy(refhane foam. The panel face 3hecU ore glued to the nd ta7s ThS LVL latch st le s reinforced with o wood lock block 75 t I<:0 long ai the stnka and deodbaR loco6on. The hinge e/ Jontd Pine and the tap and b-ottom roil are o/ a woad composite moteriat In the double door, applicoVon the inactive door is fined nth an ertruded dumdum astragal (Wi d Jomber If) of 6063-1`6 alloy. 1N frame is constructed from fingfr jointed Pine. The wo 4 n jan o the side ambs with (J) 16go. 1/2 crown s 2 long staples of each aide The mul�ians are secured together in o siddite opplica'Jcn using JS x 2' long n Wood Screws (6) screws per cvch mullion. The units use on Inawirlq Soddk threshold measuring 6.75' x 1.546'. lfp jnq The s elite ponaLs are sandwich glared usin g fro piece �11?zllhvr res l F. They are dry glazed on the erts or w(h an I�8 thk cellular ng fape� (56 —1 Topal Q caulked with silicone. The lite frames ore held ►i o J8 x 1 /2 long Picscrew. , TABLE OF CONTENTS DESCRIPTION TYPICAL ELEVATIONS do GENERAL NOTES VERTICAL CROSS SECTIONS T HORIZONTAL CROSS SECTIONS HORIZONTAL CROSS SECTIONS k NOTES ANCHORING OCATIONS do D AILS ANCHORING LOCATIONS k GLAZING' AILS UNIT COMPONENTS B BILL OF MATERIALS k UNIT COMPONENTS ,'., htAA. OVERALL WIDTH 36' MAX, PANEL WIDTH u w u W. j. . w z C. J 6 cc 0 o O c:1 k _ N (V x 05.5" MAX. OVERALL FRAME WiDTH 36.625- MAX, PANEL WIDTH F11 SINGLE INSWING UNIT 74.5' MAX. OVERALL FRAME WIDTH J6.625' MAX. PANEL WIDTH W ASTRAGAL v lJ w Boo ox a M DOUBLE INSWING UNIT DESIGN PRESSURE RATING UNIT TYPE WHERE WA .ER IN L ON RE UIR NT IS N0 N E O SINGLE + 67.0 PSF — 67.0PSF DOUBLE + 55.0 PSF -. 55.0 PSF -��ILL k DOUBLE WITH SIDELITES + 55.0 PSF - 55.0 PSF i u 15.5' MAX. O FRAME WIDTH 13, 75' MAX. C, 00 WIDTH Goo RAT ^ •125' MAX. CCCn I.L.Q. WIDTH U lci it 3 Q 41 t\ � �(0 T Ali - 68.5' MAX. OVERALL WIDTH ARE VIEWED FROM INTFR10R ' 36' MAX, PANEL WIDTH 75,5' .MAX. FRAME WIDTH I I 13.75' MAX. ® ® WIDTH 7.125' MAX, D.L.O. WIDTH ' ! Appnv.eJ q ramp:f ue wi.h the kf- J. yy.�W�ise (; Je Il•l•t.l1111P di N(1AY M6.1 owe P.o — rt..�_.. e i iae4.swr i !n: TJH er; RSV ir(wc aa., S-2151 V 2 w INTERIC a N 1�z DOOR PANEL v WU 2 J o 0 J EXfFRIOR � 4 In FOAM CASKET h a� SILICONE CAP BEAD 41 SE NOTE I SHT. 4 .5, MIN. a CLASS THK. INTERIQ zs o 9. N n SEE NOTE 5 SHT. 4 C5 00 O 4� U t\ O Z F2-0�0: 3Qm ,.. E c WcaZ c 4 c m o yz oN U Oy� U `O u U a CLQ U m'qa `rro N3 fV 00 o � X • W N n O N 00 t0 ro 0 v ai 0 o F C�wrza, Appmved.a nophLl •4Y Ilse SEE NOTE 2 SHT, 4 W 27 Ockt'. Q s INACTIWE ACTIVE In 0 co 2 OZ n �QW� CQ t\ 0 J JO u ASTRAGAL RETAINER 31 1 wz n BOLT S. LG, TOP do BOTTOM (2) BOLTS 2. x AT TOP do (2) AT BOTTOM pp 15 SEE NOTE 6 3 h M1 HQf?l7nNTAl CROSS 5 CTION SHT. 4 FOAM GASKET do J O ASTRAGAL 43 r SIUCONE CAP BEAD vi o 0 SEE NOTE �^ W p U i 5 SH J4 4 3 _ u vn 7 8 33 ' �d A m _ 1.15' MIN. EXTERfOR f 0 EMB. 3 cv 07 .25' MAX. SHIM o .Q .15' MIN. FOAM GASKET dr —:: '_ ''. >' •_° _ o.: L7 o� C—SINK SIUCONE CAP BEAD o ' .Q '...�:, Q `a'. O EE NOTE 43 34 . y� i X f0 5 SHT. 4 IN7ERIOB , ^ J3 25 Z ]t 4 36 y 1 an 26 t� 9 41 V 6 d 4< .10 28 u 4 S NOTE 1 o N 00 O .• o a 37 SHT. 4 Q: SEE NOTE o Q. o .., 7 SHT. 4 CROSS • o . Q Q• D —7- I L LHORIZOHTAL SECTION 3 0 HINGE JAMB TO SIDELf1ELl ^ i z �mn Q gg 36 SI rT s h `� coasDLrlxn; 1 eta.ea4aeal v F- 29 41 SE NOTE 1 cu[: 08 10 01 n 35 SHT, 4 AFW.W ec.aPlsi.t•Wpn uxz:1/2' - 1 iJ."" .ul.gc.l. o.o. ni TJH �� / 1 HORIZONTAL CRO55 SECTION IFiir �g1.el n1 RW 3 O SIOELf E TO BUCK ar.. o«le o'l`� W. p; S-2151 > as JL Y� 1.15' MIN. I.: MIN. ,... EMBED. EMBED. 15' MIN. .15' MIN. C-SINK 13 O j ... r C-SINK ry 17 I .. , .. O O co EXTEe RIOR ti J0 5 a ro . • 3 :x o EXTERIOR 1J • � o • - s v ► 16. ra � 16 ' INTERIOR 12. �j 2 3 13 J 4 2 = t0 SEE NOTE o e • 21 1 6 26 9 7 SHT. 4 .25" MAX. ° < 2 .25' MAX. o� U) ` C) SHIM SPACE I I 18 ° 4 HINGE JAMB TO BUCK, SHIM SPACE ~ e 21 HORIZONTAL CROSS SEC ON SEE NOTE [ _1 4 LATCH JAMB TO BUCK, FOAM GASKET k JS 6 SHT. 4 W. Q; SILICONE CAP BEAD 4J � @ 2 'Z P C FOR arm NO. 41 (L/TE FRAME SCREWS) IS AS 34 SEE NOTE 00 WS: VERTICAL FROM THE TOP DOWN ON SIDES: 5.5', 5 SHT. 4 8 27,5', J8.375, 49.375' & 60.375'. HORIZONTAL 25 3J 4J y ARE (2) SCREW BOTH TOP AND BOTTOM AT 2.125' 7 M EACH CORNER. z G FOR ITEM NO. 27 (N8 x t' PANHEAO SCREW) ATTACHING THE ASTRAGAL TO THE INACTIVE DOOR IS ASFOLLOWS: FROM THE 70P DOWN 1', J', 5, 18.25, o ._ _ �40.5', 59.25',. 74.25, 76,25' do78.25'. ° �o,.'3, f THE HEAD JAMB IS ATTACHED TO THE SIDE ,IAMBS WITH Q '� o ` (3) 16CA. x 1/2' CROWN x 2' STAPLES AT BOTH SIDE. Y .• �: _ 4. THE THRESHOLD IS ATTACHED TO THE SIDE JAMBS WITH _z - n (2) 16GA. x 1/2' CROWN x 2.5' STAPLES AT BOTH SIDE. 36 o 5. THE SIDELITE IS DIRECT SET INTO THE JAMB WITH (12) ITEM N E • NO. 43 (18 x 2' PFH. WOOD SCREW), THERE ARE (4) AT v 41 b w 29 13 i ? Q) EACH VERTICAL JAMB, FROM THE TOP DOWN AT 13.5', 19 2 3D J � c c 3I', 4-8.5' 66'. THERE ARE (2) AT THE HEADER AT 4' IN FROM THE CORNERS SEE NOTE 1 - a 1 SHT. 4 O -c CL OUTSIDE OF THE FRAME. THERE ARE 31 (2) AT THE SILL, 4' IN FROM THE OUTSIDE CORNERS. 1ilffElQ9 6. SPACING FOR ITEM NO. 43 (0 x 2' SCREW) SECURING HORIZONTAL CROSS SECTION 18 ela:ea4.3aD1 THE MULLIONS TOGETHER IS THE SAME AS THE PERIMETER 4 O STRIKE JAMB TO SIOELITE ANCHORING SCREWS, 6' DOWN FROM THE TOP AND UP oar[ OB I0 01 FROM THE BOTTOM WITH (4) MORE SPACED AT 13.7' O.C. Epp ,,t.,, ,,Nt,l,k, v"�•1/?' I 7. WHEN ATTACHING THE HINGE To THE JAMB AND THE BUCK Fl•. m 11. uty c ax o.C. an TJH USE ITEM NO. 12 (J10 x 2' SCREW).; WHEN ATTACHING vO �v - o•� ar RW THE HINGE TO THE JAMB AND THE SIDELITE AT THE MULLION USE ITEM NO, 37 .(# 10 x 1 3/4' SCREW), AIY91 oax p 9y S-2I31 94m 4 cs 8 SEE NOTE J SHT. 4 J' Is.3. SEE DETAIL 'F' SHT. 5 v.3 f - 3' 1 II II f1 I 1J 1 11 1 - 13 TYP. rrp' SEE DETAIL Typ' SEE NOTE 'F' SHT. 5 - �. 6 SHT. 4 SEE: DETAIL ". SHT. 5 SEE DETAIL SEE NOTE - nP' 'G' SHT. 5 SHT.. 4 rY?. Y SEE DETAIL "H" SHT, 5 13 SET NOTE - 'D' TYP, 4 SHT. 4 TYP. J' --i J' J• i'i J' �- 3" 3 3. J. 6' 6' 6• DOUEILF DOOR W/91OFI rrES 12 10 1G 10 DETAIL 'F' 0 1J 0 0 DETAILf 'F' ATTACH ASTRAGAL THROW BOLT STRIKE PLATE 70 FRAME AS s OWN. o.i=41 Fzn �i n h SEE DETAIL _ 'G" SHT, 5 i E� o 1 gqz� 4 ¢zp� to 6' g • {_ a SEE NOTE Q Ld -� o� n p N Wco 4 `v w TYP. o ^N -_ �SEE y O DETAIL 'E' SHT. 3 TYP. N v o ,rdLn o tttii3 0 U TYP. 1— -- I --1 -�i SEE NOTE 4 SHT. 4 c��l 00 rl o SINGLF DOOR ,i GRILL THRU FOR A t.J57BOLT DEEP 13 ENOUGH FORA BOLT THROW 1J a DE7A ASTRACATHROW L$.BOLTS D�C1!`C—�A1 C AT THE THRESHOLD 6 0.664.3m 1 ft HW w 100. 5-2151 t.06J" h- 0 — 1.284" - -j 7.6,77' ve r. r Z�2 O m ` ,f P7 7) J O jn —rn i 73 Q LL 20 21 i-- 1.5.31 g O 22 J5 WOOD FRAME 526 SIOELTTE BLANK 510ESTTL 36 2.71J � o FINGER JOINTED PONDEROSA PINE 1,2J2' FINGER JOINTED PONDEROSA PINE (� 33 P AST7 . ! IP rfF FRAuF TCM M RMA-TR I'S PO YPROPI Fes) U1 � ru 4 ru HP IR FRAMF . �.^ 1.92" EXTRUDED 8TS J4 1.734� 2.141 PLASTIC EXTRUDED TCM ` --.99-� 1,691" 7 ' 1.264• I. o ry pN� �. h 16 ol M u INSWING SIDE1 IT 15 � ~FC, 1 •TOP BOTTOM B00r WOOD COMPOSITE rn iIN F . AT .H sID Elf F 'COMPOSITE 0.09' EXTRUDED VINYL WALL .fC. W000 HINGE SIOF S71I F _ - Z 00 3 �O �D n vi o T { I 5_75' ri h eV h tD N 00 FC. BOTTOM RAIL C3 WOOD COMPOSITE rn SELF AnitisnNGSADDLE THR SH01 D ALUMU INM/VINYL .048' WALL A Ilu 19 - 0 .097' Og OBO' THK._ WALL VINYIj� ^ z 0 4 x 4 s DOOR HINGE-- 2.J75" Ll o mm. oa I O o N.T. S AVVmeJ a�tan�lyl�(wlt►16t 'fUiA 7- T jlori la 1"11 CaI4 o.a. Yrt 02 TJH I— 1.531' ---1 42 1 I „u��a D ac an Rw SS. BOTTOM RAIL ''I 30 .., - - Aturl u.+4 P'.I- ' SIDFI IiF TOP A, BO�OMRAI i l W�O� WOOD COMPOSITE vl 5-2191 FINGER JOINTED PONDEROSA PINE FINGER. JOINTED PONDEROSA PINE �� i u s 4 Material SKJH .070 WM4UM K. & 1 FLJ R1FRClASS1C DOOR SKIN .I10 NM. THK FlBERCLAS4 6Y FlOERGUISS 5ct IV Z 1HFRlIA-TRiJ a1h 'e d =tnn F min. =6,000 --� .579' 2 FD. ToP RAiI 15J1' _ .44' THOW-TRU Nt000 COAII=OSf1E N000 cowpaSITE 1.J.16" ' FG LATCH SW -TRU. NC1:D XWPOSITE 1.57I , I.20? WOCO CG/PC57E � � I � � � 0 O ao 4 FC Hf4CE STY..E -TRU PCNDERO,A PINE I,531 , 1.209. WOOD Q 5 FG BJTTGY RAIL IS31 , 1.25 THERfU-TRU *=, COkPOSI1F i10O0 COYPbSITE c� � `L cr q Z 6 POL RETHAP& FOAM5 , 1.91bs. DENSITY FOAM m a 2 1� 7 SHORT REACH COMPRESSION WEATHERSTRIP ENA-TRU FOAM L_ `� Col 8 LONG REACH COIPRms)oN WEATHERSTRIP ERJU-TRU FOAM W 9 4 x 4 HINGE .097 THK. ERMA-TRU STEEL 10 IO x 3 4 PRJ WOOD SCREW Hine to Fame STEEL O O 175'--{ i-- ! 26 ~ 3 Q O 1 1 S BOT1t4 i1L 191 r 9! M93kk-TRU '�0 COW=F m COkP09TE .179 ' 1- 12 10 x 2 LG. PFH WOOD SCREW STEEL OMPRESSfON WAN RSTRIP t\ 13 18 x 2 t 2' LG. PFH WOOD SCREW,, 57EEL I ONC REACH COMPRESSION WFATH RMIP BY THERMA-TRU W m 1 4 J 16' TAPCON ANCHOR E cD 2.0' MIN. LG. NEEL FOAM CELL CCL ORE W/�1NYL ,JACKET FOAM CELL CORE W/VlNYL JACI<E7 SS, WOOD HIN , SIDEST,I F 15 SIOELITE BOTTOM BOOT .040 EXTRUOED VINYL VINYL 16 1 2x INNER WOOD BUCK WOOD 17 MAX. I 4 SHIM MATERIAL W000 18 KWKSET TITAN 700 SERIES PASSAGE LOCK - �o e„ z 19 SflF AQA1SRhG i6*)hIG Si=1 DRESHO(D ALUM. WOOD p O 20 4. = 1. AU- U; WOOD N 21 22 4. = 1. JAk LU- PI , W 00 J" 1" �aH � � o 23 KWIKSET TITAN 700 SERIES DEADSOLT vY•3' CAL WINDJAMBER It WR68T .052 WALL ALUM. 608 -T6 � O U NG I 2 INSULATED TEMPERED GLASS GLASS MIN 1W 57U -TRU P HCfRO.SI PINE Fisir, 1 I WOOD IMA 1 LG. PANHEAD SHEET METAL SCREW STEEL v ASTRAGAL HASI� �3 $ COOLYt BDROA/ SWEEP N LLD 'Inro (2) 8.0" N BOLTS O BOTTOM d l NDODL= BLOCK 2375' = 1.515 POHDO&A PINE WO N ry I (2) 8.0-SW'. Z IRII NtJW COUPOSIT€ 1.1&1 = I-i BC;`'n DUMSRE. L BOLTS a TOP ? CELLl1LAR GLAZING TAPE ST1K-II TAPE - o LIP bB ERIU-TRU BTS o uA-TRU M S � x 1.25 0l YCf W19 ERbiI=TRU PONDEROSA 0 I—V a x SCE SU -TRU .1511 =. ,65e PQ8)EAOSA 00 DRILL TRU FOR 1,767 --{ - • J 10 x 1 J 4 L.G. PFH WOOD SCREW STEEL DRILL.357' OG,. AO 2AGaL LL 38 SS idr RYL 1JJ1 =.91 hEAU-m rx COWA74IF M000 L�kPO GRILL TRU FOR A y8 RETAINER BOLTS -- NOT USED - PFH WOOD SCREW 2PLCS 24 1 40 SILICONE CAULK SIUCONE WINGJAMBER II WR68T N 41 8-10 x 1 1 2 PLASCREW FOR ITEM 34 STEEL WINOJAMBFR. 11 WR68T STRIKE PLATE ARRAGAL (ALUMINUM /,57' WA TV 1 o 42 MCA ITP I BTIRY RAL -IRU, ISSI = .E56 Pp0FRI5A WO 00 - 43 18 x 2 L.G. PFN W000 SCREW 57EEL n CD ai o CL BIALDW N lTAMS. 1 � DAM 08 10 01 i ASTRAGAf RETAINER BOl T -N.T.S. =CALL V^1~ ., AVM}ra4nrncrl=Ia�•W 1►i MATERIAL: C/R R00 ZINC �' Fl+Hd� ff Goa �• m: TJH 31 I & YELLOW CHROMATE' NOAN 1� oac er: RW 38 SS. TOP RAIL O Y� I.SJ 1' DI I Uide I'ipduc, . 1 �A�►p p: WOOD COMPOSITE �. AT .H 510 ST11 EAT .H 510 ST11 F� or I' S-2151 slay --lL or 8 w0a'Jeuual'MMM 0 OZELSO #999 ° 96Eb-Z89-LOB .xej o 99ZL-Z89-LOt :au0yd@pL TSLZE eppoj1 'P0epeW 'OSt7 alms 'aue� IIe4UT0oS TOT ° opuelap SautOH aeuua] . 06J90/02 11: a0atn P . 007 W Building Consultants, Inc. B CwraWng =d. iwginmring Services fbr the Building lndusj P.0, Box 230 Vah-iuo, li'°,., 33594 Plsr= 813.659.9197 Facsimile 813.659-48?8 Thm—era-Tm Corp. l0S WL-Aid Rjwd 13't tim, IN 467-11 Phwu, 260, .5811 F-bc6mile 260.868.3.190 Mdd 7a: F*a Cia€ d S-TSr, c Fibergm Door (Glazed) with or without Side -liter fMM9M 0wr:w Namia1 SIB mp 0:514 s g'8 U=M IS-awlag Configurations. X, OXO, XO, OIL, XX fib"- IM �C- nd Iewc6 iw The lm3 azd jaffiba = wood n=4-n ing 4.5" x 1.25" with an curuded alm-niilmm 31='l d. The door 13 and elite gels am Of nw S?AC skirls with a thidclsess of 0.06r for the Fi r dame Suits (nr the Ss Wth Saar sirs with a ddn thickpms of 0.07(". Sons are glued to wood stiles and rams with ague core. The gbZW skj-Z-.es an reaW to moth e IJr teng=d or 1R" dais NW temp lip We inserts or inte9W f ush 'e-=ed lies t speed by ';was- i rsL i IC 07 e z'arn A a C. ." 71,.,r.r Aawe zae 17t17`A, i IAdllmnq Tkxsr d:qpprnWies) 'm TCA LA Aim Ul" No. t viit+ Fanartf�or _T'A ltadre st tie MCA;_C'rba� hby30,1997 210-1940-1234 R6l(yiioaLxxtji,#16258 A "?d 30 Air Th=gi gW, - ve-,% NY hme 2 2001 V7 -01 741-11008.0 kMA 1Dol M P2. ! 4r,' 9 - 1`Y"ri - O[1xr9do i 1ay 30, 1 "? 210-1940-1234 1Lvny po ++stwr # 1625"1 7AS' `" '¢`� r-g Fr, 1'n �'MM22 2001 E C-01 741-110M.0 Dailw PXI-JV4251v" °WA" A1MIL-Garde May30,1997 210.1940-t234 aar+F'rrWwy,0liu5A .iSCMEJ31 EiC - 8. x,1VX hme 200] ETC-01 741-11008.0 i P-E. P"A% x3 t Nx"M - 1997 210-19404234 Barry lb ww' # 16238 d TA9 E223 Ah InfibdianETC - RIA-40AM, -W, Jw=22,2001 ETC-01741-11008.0 JoMh rli-*t M P.E. 097-*j1 r-- g TA,4 ]A/1Yt13 ,*tie�iEo NJA NA NIA MA Is a✓C � ' Ui*0aL a We 4XIA7 'S WMDM MU UAM JJW q liRWIYC L'O�l !I ssNO VAq gWYaUla t� R� W. ""t�p,•m'wG �e3 itt�lNeaso�ltiT tiw��xs�cffiac c'soha'ib s: imr6i. ' I—ZhM V Coofagucation A-iwnnun Size Design Pressure R.- ings Gia,,ed Singgle x Up To 3'0 x 6'8 + 47-00 - 47.00 Glu--d S2n wish 5idchc3 ?irD G@, ORO Up To S'4 x 6'8 + 47.00 - 47.00 1 Abun Astrapi Alum G w 17outk xx Up To 6'0 x 6'8 + 40.00 - 40.00 + 47.00 - 4 7 .w Glazed Dmi t with SWJita OXXO To S' 4 x 6' R + 40.00 -40.00 + 47.00 - 47.60 . pad A ckri= Som revem wW this pie i. lsvahwuid for = in loc ow ;gang to the Florida Bidutog Code and where p mswe rogwremom as detmdeed to A,,-+Cx 71wos [ +M" Desigm I-emfix for &ad Other Strdo not exceed the design primer rating listed *ove. 2. For I fbswxy instAa ions Wxte the slab4-10ck i6 less ts'san 1-1/2 incises (FBC section 1707.4.4 Andwra-,c Mttllods W.d = GIs 1707.4.4.1 and 1707.4.4.2) sauce Tape= type concrete anchom must be substituted and the lest Must be wch dim a mirinmw 1-I/4" enpWme= efdo iIIo'i0 the masonry wall is obtained C '11 S Form lMie<-6b3ral Evgm= - Swat 14o- 43409 May 22, 2002 Lyndon F. Schmid �r- 7U *r , W0:)J2uua!rnMM . OZ£GSO #D9D • 96£t7-Z89-LOt7 :XeJ • 99ZL-Z89-ZOt, :auoydaial TSLZ£ pP!aol� 'PuelT1eW OSb aams 'aue� IIe44TnoS TOT • opue!ap sawoH aeuual ---- - 06/90/02 111402m P. e a Therms-lvwruo Fi a3sic / Snit Star In -swing Fiberglass. Door 10 3.0" 3.0' r rr it r it r R( 1c, �- _—X When ottaching Sidelite the above anchoring oppiies. I SEE SEE NOTE. „o Oc"TiiiL, 8" i 0" _ 110 x 2' LG. _FAHLLA" WS 110 x 3/4" LG. 110 x 9 " LG. PFH qS PFH WS SEE NOTE t -�'8";--�it7 x 3/4" a - Note: 5p ;� Pi?d WS When ottu .ing the ?true deodbolt plates to tho strike & SEE NOTE- All perimeter screws are buck use 110 x 2' Lg. PFH WS. DETAiL £" When' ottoching the striaa .� 18 x 2-1/2' PFH WS deadbolt platen to the ostragai use /8 x 2 1/2" Lg, PFH WS. s. When attaching the strike j&rb & 3' side&* jamb use J I0 x 1 314' L9. PFH W5. PFPr ' S - a to SsE Y LQ ra SEA OET,C. � cO1v ALIAMUM ASTRAGAL COAST:'L � . DETAIL k ALUMINUM A TRAGA i DET.AfL E" q� ATTACHOLT �' STRIKE PLATE TO FRA d� i AS Simi. a a h DRILL THRU FOR BRILL T; f(3 FvR -- "£3 •� A 357'0 t3at7 0£Ei' A _-111 Bc3Li` i rk A' ENOUGH FOR A 1" ENOUGH FOR A 2" BOLT THROW T TY,ROW H" ALUMINUM ASTRAGAL '= ; ALi;Bdii?ts� AS;'�c. OETAIt "F' TTF-35nF v� e G' TA.t1 ASTRAGAL THROW BOLTS AT THE THRESHOLD woaJeuual'AAMM • OZ€LSO #D9D • 968b-Z89-L0t7 .XeJ • 99ZL-Z89-Mt, :auoydaial .. ° TSLZ£ ep!JOIA 'PUe11!eW 'OSb aamS'aue� 1!euUlnoS 10T • 0pue!a0 S.awoH aeuua] . Building Consultants, Inc.. Comking mad En ir1+:' Services for the Building Indus" _0. Box 230 Vtlrico PL 33594 Pho= 813.659.9197 Facsimile 8143.659.4358 per m-`l'ru L.P. 10-9.M» tx i .Road &Ilcr, old 4fi721 I 2fn3.t36$.31Si? Fu mile 260.068.41 t1 ��.��➢� +C3� �riI'3' Mudd Deftma*ma Fibne C'ias2idSmah Stir. &,6w Fibrg!Frs Dw,(Opaque) with or witbc4A Sidi-h2s Mmimm Ovem9l 1P1 pg� Sim: wp to 314 x I'9D X' 0X0' X0' 0X JXX & 0xx0 GmwW Dmwm; Tlx head =W j=ft am mcod mamaing 4.5",.x 1.25" with an extnldcd duminum thradwit i l2e dwr y„.*�ls Ott 13i� p is ar€ I.Cig" t� a1s�l ttiaesiht of ftro SMC d ins'with a thidmew of 0.110" for the FONT t'.ltww- .�'.>a ICS or the smeoth Slur §esics with a sa thit.kum of 0.070" "Skim aie glued to wood stiles and raids with s Met arc_ The glmed.si�kcs use tomed a01e 18P tcmpora1 or lit" iasalated teaupere I lip lite inverts or imegeal Leash gl�zcd litet ramlrul by n1xr.= Tft1. (17tD7.4.3 FWA— r Dmr AmmNim 1707.4.5 Nblleiens Dcw As riblies) ? c3 ,' 6 TC1 I.awrik" = Datc<; Rmn No.ft-dic ; Ails 7 2R01 01-741-10703.0 Wm'dC"'mS1dv, P. E. 93315.R A37 t R330 NY ETC - Rodm twAir May 19, 2001 01-74)-10701.0 Ww6dl braay 1 P. E, $543ii Www=, l3dAha 19 200/ 01-741-10593.0 'Mat Pm;w^ P-E. #537?6 ,Ltay 17, 2001 01741-10703.0 Weui8Mmy, P. E. 054113 TA9 2t72 romw Eg*ry E—.- - Rx'aecia, NY May 1;, 2wl 01-741-]0701.0 Wayda11 Fiat, P. E. 954158 lmcber19,2001 01741-10593.0 A4ark FWMM6 F-F-#53-fm (easy 17,2w 1 Ol 741-10703.0 Wsmde l Bmwi, P. E. #54159 A.�iME331 1e� F.m-R'.4--tw'%Y Ac3y)A'2m1 01-741-10701.0 wends-Ith ecy,P.iL3S1,59 0moba 19 2001 01-741-10593.0 A4nr'il' ,P. d33TS5 May 17, 2001 01-741-10703.0 wavka hammy, P. r- K 34150 AsTM EM :Sir —t- ETC - 31odwAex. NY May 19, 20Q t 01-741-10701.0 WeaWl )lardy, P. E 054'5% ()dY 19 2mi 01-741.10593.0 MsrkPzm%e a,P. 43i726 Tm A 1i203 i 1/A N/A N/A N/A - :, raefx ass to r o a +dnaa,v sno w= e sxa or Y=.Tmumgmsr eszrr �►artr mnarrioa alms. 'j'iis-raaa'>!d :*caf l,e to mecl vrmdbvnw dcbro csstaia. - - colffig-U t.on Maxi,11 m Size Dkmdgn Pressure Ratings a gU x 1* To 3'0 x 9'0 + 67.06 = 67, 30 owue Si -mLh sideiiies X0 OX, 33p To 5'4 x 8'0 + 47.00-.47.00 Ahura Astragal Ccaslai Ahmi Asua . l xx Up To 6'0 x 8'0 + 40.00 -40.00 + 47.00 - 47.00 2lsh; :a�fth Side!stes GHQ 1 T o W44 x 8'0 + 40.00 - 40.00 + 47.00 = V.il0 _ d : ttAzwz' Sm ante side Qb lam !.EYWumod m umm in ?nceltium adh'ming to, the Florin t BuRding Cade and whore pressure requirement3 a4 deAmined v AVSCE 7 64-,mm Design 14ada for &-%p wd Deer stnretaaes do not exceed the deaisgn presswe rating In2acd Z. Fcs Wammy i.—mWW cm -sir m: the sib —buck is !cm *m 1-U2 inches (FBC section 1707.4.4 And%orageMdho& and >r tiers 1707.4.4.1 and i;07, 4.4.2) som dL%wxt r Ts;-vou type concrete anchors must be s rbsritsund =d the kugth rams! €kd ma tbzt 0 rLiii[11In1 m 1-1W a w= of de. TapC:I a L:to the nuwnry wall is Obtained �-- 1 _��°' Ccraag2N Rw4a Pro esswml End-= - Seal NI'm 43409 May 22, 2002 Lyndon F- schn; ' _+l' " Lum FL 33559 (0) EQUALLY SPACED IrP. '4 SIDE �.. g (6) ZQLWLY SPACEDrrP EACH WE � to ill } ry� a a aEl': a i»W s � c w LU21 ...^.4 - $3.3" -•-.4— 3.5..�" •°._' i 9.81' u1. r� Cb 5.(3 o in CD u N� a � m �1� LA Co c N z o a _ 4 � n w ol c ci O ~ � ' v (co — ~ R it �C ...! c3 Is ir 4 3 2 L SKIN) (3) IHTERMEDIATE STILES FOR 16' WIDE DOOR. REVISIONS STEEL 4 ATTACHED W/ TOG (TOP s Bor REV. NO. ZONE: DATE: ECN NO. APPVO: DESCRIPTION AND URETHANE ADHESNE (AANG CEM ) - opnoHAL 5,8 GLASS OR -0 - A I D2 II/oo MWW OTY (1) WAS (2) FOR TRACK DOLT 1/a' ACRrIJC LITES AVALA13LE (SEE SECTION 9-8) 110Po20HTA1 TRACK SUPPORT B/ Ai] 20 G. MIN. ENO STILES ATTACHED TO DOOR _ DOOR INSTALLER (TO SUR) SKIN WITH PATENTED TOG-L-LOC SYSTEM D(TOP, BOTTOM 44 CEHTEPI. 13 GA MISTEEL FLAG BRACKET. EACH FAsrE1N TO WOOD JAMB WITH I (3) 5/ill -5/a' wooD LAC scaEws. CK LISTED p CONFIGURATION r.ON LLOW HEADROOMDOUBLEI I55 i' 2 AVAILABLE AS AN OPTION 6.1 C HEW 1. Q HF1GH1 70 e N 25 _ MIN TRACK TMCK"EES:.060' VA i_7 LOCK POSTION ® Qe TM. 2-1/2'.12 GA GALV. STEEL TRACK BRACKET. BOTH J 0 POINT SIDES) (a) TRACK BRACKETS PFA SIDE. 'pu N UW TOP BRACKEr REPORT#9606CN HORZOMK C - 3 20 GA. U-SA_S, 1[ml lr=J'� ONE USBMS ON IN A iNEXTI lav NFAnpmu OPTION I...,y PATTERN (LE. TWO U-BARS ON BOTTOM SECTION SECTION, ETC.)C:MITAL SCREWS OF --► A OPTIONAL OUTSIDE KEYEDLOCK POSITION OPTxINALTIN(. DOOR WDTH � 16'-0' REVflEWS 1{ .A IN, HINGES Ia CA S,TFN�IFDIATF HINGE mEw NOTE I; 12 AS LAG SCREWS ON 19 CFN� S 1 O.D. MIN. � C. DOORS OP 70 7'-0' HIGH CONSIST OF {) SECTIONS (SHOWN), FRONT FRAME WITH U.V. WASHER REQUIRED Wi SCREWS MAY BE COUNTERSUNK . (( 11 0 ///''' COATNG ON OUTSIDE SU0.FACE STOP MOUlDI1M. BY GOON INSTALLER (TO SUIT) BOORS OVER 7'-0' HIGH CONSIST OF (5) SECTIONS ( OT SH WH). (BUT NOT pEWIREOj TO PROVDE A FLUSH MOUNTING 20 G MIN; GA.V. STEEL ENO SALE SURFACE HOfOZOMAL JM85 W NOT IAANSFER LDA). 2a8 YELLOYI PINE JNIB B 2' MICK SSB CLASS Oa OPTION& 10 SCREW 20 GA GALV. STEEL INTER SALE I/a' ACRYLIC SUITE SECTION UTF MOLDED INSIDE SECTION R-e 12 GA GALA. STEEL TRACK LITE RETAINER - BRACKETS FASTENED TO WOOD JAMB 23 GA MIN. SIFEL /8.3/4' PAR HEAD SCREW WITH ONE 5/I B�vI-5/B' LAG SCREW SKIN COATED WIM'G-40 MIN. (10 SCREWS PER LITE) 7LE EVE AICIIORS ON 21 CENTERS (C-90 PER TRACK BRACKET, GALVANIDNC, BAKED -ON PRIMER. - 21CENTERS (2.000 P51 NIN. CONCRETE) OR 7/la' 1.0.RWND PUSMN i MAID ABARED-ON POLYESTER ON 17-1/YIFA.000 FASTENER (ONE PER f1011FR)TOP COAT APPLIED i0 BOAR SNAP UTCH ENGAGES NCRETEI• WASHERS WCWDEO WRH la CA CALV.'STEEL CENTER RANGE SIDES OF STEEL SKIN. 12 GA. GALV, STEEL TOP ONTO VERTIGL TRACK. SIFE�E ANCHORS. 1' O.D. MIN. WASHER REWIRED 2' CALV. STEEL TRACK FASTENED TO Ia GA CALV. STEEL ROl1ER RANGES fAS1E11EQ TO INTER. SHIES W O ROLLER BRACKET. EACH ONE SNAP IA1CH ON Willi iAPC0115. ANCHORS MAY BE COUNTERS 17 CA fXV. STEEL TRACK BRACKETS. FASTENED TO ENO STILES EAQH W/(t) /11x5/a- SHEET METAL SCR BRACKET ATTACHED W/(4) INTER. STILE EACH 510.E OF DOOR' (BUf NOT FEOUIpED) TO PROVIDE A FLUSH TRACK ATTACHED TO EACH BRACNEi 11=5//9' S"4 METAL SCREWS MID J 14.5/B" SHEET METAL MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT WITH ONE 1/4'.5/4' ON h NUT �{) 1/4'v3/1 SELF TAPPWC $CREWS PER ENO HINGE. SHIP LAP JOINTS. SSCREWS. TRANSFER LOAD. OR TWO 1/4' OIA RNETS. OUTSIDE KEYED H OLE END 2' DW SHORT STEM, 10 DAL STEEL ROLLER. 14 Gl GALA. STEEL END STILE MARK WESTERFIELD, P.E. - ENO HINGE. EACH _:R CONFK'URATIOH FASTENED TO END INTER. eg[p ATION O{' uuRS TIY OTHERS. •, crlTl�� FLORIDA P.E. /48195 St s w/(4) /14.5/8' INSIDE HANDLE 571E NORM CAROUHA P.E /z3e32 SHEET. METAL SCREWS ]' TALL U-BAR h (4) 1/4'.3/4' SELFOITSID KEY O IOC LOCK BAR 20 CA.GALV. STEEL TAPPING SCREWS. cN4 H OGK OPTION ENGAGES IN DESIGN LOADS: +24,0 PSF h' -24.5 PSF MIN. YEILO STRENGM: 50 N51 TRACK ON !NONE 2: ME DESIGN OF ME SUPPORTING STRUCTURAL ELEMENTS OUTSIDE EACH SIDE SKILL BE ME RESPONSIBILITY OF ME PROFESSIONAL OF TEST LOADS: +36.0 PSF & -37.0 PSF HANDLE OF DOOR. RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE 3' TALL . 20 Gl GALV. STEEL U-BARS ENO SLIDE BOLT WIM CURRENT BUILDING CODES FOR ME LOADS LISTED ON K.l War+lca ME swm w lau[ I IN A 2-1-2-1 PATTERN (I.E. TWO U-BARS STILE LOCI. ENGAGES MIS DRAWING. .« wBN A Iwsm IFAL LD.eoat PART NO.: - A 1-7/8' � ON BOTTOM SECTION, ONE U-BAR ON HEM INTO VERTI' L / w T UOMae Staled Olhe Wiae 312 WaNul SL Suit. I6M T' SECTION, ETC.). EACH U-BAR ATTACHED TRACK. ONEKEYEDOCK IDEAL I WIM I/4'=J/{' SELF TAPPING SCREWS LOCK ON Connd.nU.1/Pr.pri.Aory NNomw9en CincinnatiL DN 4$202 PER STILE LOCATION, EACH 110E .1 CLOPAY BUILDING PRGBUCTS co. TOLERANCES — Tel. No. 1-513-381-48OU oa' p00R. le eenldn.d K.... ena k . ULM Boa COO67L Fox Ho. 1-51.3-762-3519 Iw dlt.".d I, e..d, wpkel.d, .0 i,03 —kbl., w di.I t" IDSIOL51'"r By / .i—k ed. M pew --A. Few.. a •00 s 1.015 DESCRIPTION: MODEL 6RST W4 16-0 x 8-0: 24 -24.$ DESIGN LOAD SECTION A -A IMF NFW) LOCK OPTION ee..r,. IKi. ne6e. mm •••m m -.000 k.005. u w GA-V. STEEL eonoM BRACKET. i, BeIwI1y le. em deme9., ena ,0000 a t,001 DRAWN 8Y: DMM DATE: 4/18/00 SCALE: NTS DWG. ATTACHED WITH (2) /14.5/8' SHEET METAL SCREWS. lea,.a r,aWWp 1N.r.han. R ALUMINUM EXTRUSION ///I�+� J<'. Oagreaa t 1/2' CHECKED BY: MWW GATE: 4/18/00 SHEET 1 OF I SIZE JJ h VM WUMERSTRIP. ✓ `/� A�� Third Angle + _ DIMENSIONS Staled Ol IN-INC / ProjeDNOD DIMENSIONS ARE IN INCHES. DWG. NO.: 102138 REV. NO. I 4 3 2 'LE COUNTY B-UII'D-1N& DID, 0 C I A I 4 MODEL: 6RST (25 GA: STEEL SKIN) MODEL: 4RST (24 GA. STEEL SKIN) LISTED OPTIONAL DSB GLASS OR I//8" ACRYLIC LITES AVAILABLE ($EE SECTION B-B) (1) INTERMEDIATE STILE 20 GA. MIN. END STILES ATTACHED TO DOOR ATTACHED W/ TOG-L-LOC TOP & BOT) SKIN WITH PATENTED TOG -I -IOC SYSTEM AND URETHANE ADHESIVE (AL�NG CENTER) r, — A TOP, BOTTOM & CENTER). i s I'O • , fV REPORT#9606C 25 GA. MIN. GALV./ - STEEL SKIN COATED LOCK POSITION (BOTH SIDES) WITH A BAKED -ON PRIMER, TWO POINT LOCKING AND A BAKED -ON POLYESTER TOP COAT APPLIED TO BOTH SIDES OF STEEL SKIN. ONE 3" TALL x O r REVISIONS p; DESCRIPTION OTY (1) WAS (2) FOR TRACK BOLT V THICK 3" TALL U-BAR 20 GA. GALV. STEEL 1-7/8 16 GA. GALV. STEEL TOP ROLLER BRACKET. EACH BRACKET ATTACHED W/(3) SHEET METAL SGRV. tE ,-SHIP LAP JOINTS. Le 14 GA. GALV, STEEL ENO HINGE. EACH FASTENED TO ENO O O STILES W/(4) 114.5/5' N 20 GA. U-8AR (50 KSI) SHEET METAL SCREWS PER DOOR SECTION, END SLIDE BOLT A (4) 1/4'.3/4' SELF STILE LOCK ENGAGES TAPPING SCREws. _ FYF9�� INTO VERTICAL HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (TO SUIT)11I D 13 GA. GALV. STEEL FLAG BRACKET. EACH FASTENED TO WOOD JAMB WITH (3) 5/I6"xl-5/8" WOOD LAG SCREWS. NOTE: DOUBLE TRACK TRACK CONFIGURATION LOW HEADROOM IS AVAILABLE AS AN OPTION DOOR HEIGHT "L" 6 -fi 1 70 i- 2" GALV. STEEL TRACK, MIN: TRACK THICKNESS: .060" _6 8 -0 88 ®® TRACK. ONE Lo ` TYP. 2-1/2"x12 GA. GALV. STEEL TRACK BRACKET. 3' TALL . 20 GA GALV. z — LOCK ON -[STEEL(4) TRACK BRACKETS PER SIDE. LOCATION OF _ U-BAR. ONE U-BAR z OPTIONAL VENTS " A EACH SIDE PER SECTION. EACH U-BM ATTACHED w OPTIONAL OUTSIDE KEYED LOCK POSITION OF DOOR, WITH Two 1/4'.3/4' SELF TAPPING ao LHR TOP BRACKET MAX. DOOR WIDTH 9'0" - L SCREWS PER STILE LOCATION. DOUBLE HORIZONTAL INSIDE SLIDE BOLT :TAPPING /8" SHEET METAL SCREWS LOCK OPTION TRACK DOORS TO 7'-0" HIGH CONSIST OF 4) SECTIONS (SHOWN)). FRONT FRAME WITH U.V. p DOORS OVER 7'-0" HIGH CONSIST OF (5) SECTIONS (NOT SH(SWN)COATING ON OUTSIDE SURFACE DOUBLE TRACK I OW H A ROOM OPTIOI} GA GALV. STEEL BOTTOM00 O VERTICAL IAMATTACHMENT WOODFRAME UILB DINGS)• BRACKET.ATTACHED WITH TWO n 11/2"x3" LAG SCREWS ON 24CENTERS. 1.O.D.MIN. /14.5/B SHEET METAL SCREWS.OPTIONAL 101/4"x3/4" SELF SSB GI1S5 OR0 WASHER REQUIRED. LAG SCREWS MAY BE COUNTERSUNK ALUMINUM ExiRu5lon - WINDOW LITE SCREWS. BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING k VINYL WEATHERSTRIP. 1/8" ACRYLIC LITE SECTION B-B 14 GA. END HINGES 18 GA. INTERMEDIATE HINGE SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. SECTION A -A (SIDE VIEW)_ VIEW "R„ -G" NBx3/4' PAN HEAD SCREW END VERTICAL JAMB ATTACHMENT (C-10__BLOC�Q$ (10 SCREWS PER LITE) I 2_OO�P51 MIN CONCRETE COLUMN)• MUTE ERETAINER STILE STOP MOULDING BY DOOR INSTALLER (TO SUIT) 3/8 x4' SLEEVE ANCHORS ON 21' CENTERS (BOTH INTER. 20 GA. MIN. GALV. STEEL END STILE C-90 BLOCK OR 2,000 PSI MIN. CONCRETE) OR -SNAP LATCH ENGAGES STILE 2x6 YELLOW PINE JAMB 1/4"x4" TAPCON SCREWS ON 24" CENTERS (2,000 20 CA. GALV. STEEL INTER. STILE PSI MIN. CONCRETE). WASHERS INCLUDED WITH SLEEVE ANCHORS, 1" 0.0. MIN. WASHERS REQUIRED WITH TAPCONS. ANCHORS MAY BE COUNTERSUNK INTER. STILE 12 FAST GALV. STEEL TRACK (BUT NOT REQUIRED) O PROVIDE A FLUSH BRACKETS FASTENED TO WOOD JAMB MOUNTING SURFACE. HORIZONTAL ,JAMBS DO NOT WITH ONE 5/16"xl-5/8" LAC SCREW TRANSFER LOAD. OUTSIDE KEYED PER TRACK BRACKET. - HANDLE IB CA. GALV. STEEL CENTER HINGE. / FASTENED TO INTER. STILES W/(4) I / #14x5/8" SHEET METAL SCREEWW$S 2" GALV. STEEL TRACK FASTENED TO 14 GA. GALV. STEEL ROLLER HINGES 12 GA. GALV. STEEL TRACK BRACKETS, FASTENED TO END STILES EACH W/(4) TRACK ATTACHED TO EACH BRACKET 14x5/8" SHEET METAL SCREWS AND WITH ONE 1/4%5/8" BOLT & NUT �4) 1/4"x3/4 SELF TAPPING SCREWS PER END HINGE. OR TWO 1/4" OIA. RIVETS. PREPARATION OF JAMBS BY OTHERS 2" DIA. SHORT STEM, 10 BALL STEEL ROLLER. !� ' JAMB CONFIGURATION / SECTION C- NOTE 2 THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF ' RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE MARK WESTERFIELO, P.E. WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON FLORIDA P.E. #48495 - // THIS DRAWING. NORTH CAROLINA P.E. 023832 P L 3 ONTO VERTICAL TRACK ONE SNAP LATCH ON EACH SIDE OF DOOR. OUTSIDE HANDLE LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR. 11 `ENO I STILE OUTSIDE KEYED LOCK LOCK BAR LOCKING INSIDE HANDLE DESIGN LOADS: +25.0 P.S.F. & -32.0 P.S.F. OUTSIDE KEYED LOCK _ TEST LOADS: +37.5 P.S.F. & -48.0 P.S.F. SNAP LATCH LOCK OPTION anruw oA.µscx E sx+.Ln w etuc m ux LTxeassl. PART NO.: - MICE: UM... Slot.e Oth.n.i.. 312 Walnut SL Suite 1600 C.nr,Jm4.1/PrBG H-q Inrmm.Uon TOLERANCES- IDEAL Cincinnati OH 45202 d CLOPAT BORDIPRODUCTS M l.. Wn .d hwan one r not u. a.a... d: w.a, a,pmma, .0 - J:.03 Ta. xe. 1-6u-3el-Taco W�pey Gp,puy Fax No. 1-511-762-3519 DESCRIPTION: MODEL 6RST W4 9-0 x 8-0: +25 -32 DESIGN LOAD m.e...m.M...r a.ub.t.e ' .00 i.015 n.erty mr any dw.wy...nd I........WUny M.rdram. .000 >• i.005 .0000 - t.001 Degrees i 1/2' DRAWN BY: BMM DATE: 4/18/OO SCALE: NTS DWG. CHECKED BY: Mww DATE: a/te/oo SHEET T OF 1 ISIZE Third DWG. NO.: 102137 REV. NO. 1 Angla PrajeCtlon DIMENSIONS AREI IN INCHES. 2 nb AgOr- 3"^iW'T'l roaiaa eT13Ad V autr-Ja W Ta9 a. @n 149 ILUI vid U ad 10116JJ0 J qfm V47. C ri3 n -ROM+:SOLAR—TITS 'N „7 s FAX NO. :4076341813 l�-�7 J �� vvU May. 12 2003 08:39AM P1 NATIDNAL CERTIFIED TESTING LABORATORIES 1464 GEW41 BOULEVARD • ORL.ANDO, FLORIDA 321337 PHONE (407) 240-1356 - FAX (407) 240-8882 STRQCTURAL PFRFORMANCE't'EST REPORT REPORT NO.: NCTL-210-2089-1 TEST DATE: 09-24.9a REPORTDAT . 09-24-98 EXPIRATION DATE: J Jld PARENT REPORT NO_: 210-16624 LABORATORY ! F IFICATIOK NO.: 9"430.01 CLIE T: Florida Extruders International Inc. 2540 Jewett Lane Sanford, FL 12771-1600 TEST SPECIMEN: Florida)aXtrudcrs Intcrrtationa7 lnc.'s Series "Milestone 1000" Aluminum Sliding Glass Door_ (Type XXO) (SGD-C30) TEST SPEgDfA'�Q11: AIN AMAWWDA 101A.S. 2-97, "Voluntary Specificatioru for Aluminum, Vinyl (PVC) and Wood Windows anal Glass Doors:' TEST SPECTMF.N RUCR>JIM 0N tntjl •• GENERAL: The sample tested was,a three planet type "XXO" aluminum sliding glass door measuring wide by ST;m3/a" high oYonll.'.Tlic)effi6tive and right panel measuring 5'0-I/2':.widc by 7;1]-1/a'� high; The center active panel mcasu red 5'0-!, 7i by 7' I I -U4" high; the right fixed panel was secured to the jamb with three 2" long aluminum retainers each 'fastened to the jamb stile with a single screw. One plunger --type. sccurily la with the keeper fastened to the Icft jamb_ One adjustAble-rrietal lock was fasicncd to the left aciive7oc)c'sti eft acti-,e lock stile with the keeper fastened to tho loft jamb. Ono single roller assctnbiy wa> tired to the'i adjustable metal single m tier assembly was used at each end of rite active bottom tails. The frame was of double screw coped corner construction. Panel top rail/stile corners were of double screw overlapping copal eorrer construction. Panel bottom rail/stile comers were of single screw overlapping coped corner construction. t SSTALLATIQ a The It ame was mounted to the test buck using fifty-two (52) (ft 8 x I ") flat hand screws. C I,AZLrJG; All panels were channel glazed using 3 116" thick temperad clear glass with a flexible vinyl glazing bead. WSTF_: Double strips of polypile weatherstrip (01190" high) were located at each interlock stilt. Double strips of polypile weatherstrip (0.360" high) were located at each jamb. A single strip of flexible flap vinyl weatherstrip was located at the bottom rail. Double strips of polypile weatherstrip (0.19,0" high) were located at mach panel top rail, A polypile dust plug measuring 1-1/2" x I" x .250" high was located at the slit under each interlock stile. PROFESSIONALS IN THE SCIENCE OF TESTING -ROM :SOLAR-TITE f FRX NO. :407-0341813 May. 12 2003 09:39RM P2 moridc: Extruders international Inc. -2- 1\1CTL-210-2346.1 screen: An insect screen, measuring 49-518. wide by 31" high with a square cut screen frame and a square cut plastic corner keys. Installation Fasteners: Tlie specimen ),cxs fastened e used wood top rt buch of jamb at using ad ten and two (2) (# flat x 1 ") head strews; two (2) in the head, (# 3 x 1'�, two (2) 26-112" down from head in jambs; four (4) (# 8 x 2") were used below the fixed rail; two (2) in each jamb. TEST RES LILTS Title of Lest & MMet704 ear ure _ Allo we 2.2.1. G, X Operating Force 15 lbs- Max. 30 lbs. M,= Active Sash 2.1.2 Air Inf Oration-ASTME283 0.19 cfm./ft2 0.30"cfrn/ft' 1.57psf (25 mph) 2,1.3 * Water I-'a_netration - .!1SThI E33I /547 5.O gph / f tz WT.P= 2.8G psf No Leakage So Leakage 2,1.4.2 Uniform Load Structural-AST117E330 D. p24„ 0,20411 22.5 psf Exterior 0-027" 0.20411 22.5 psf .Xnterior 2.2.1.6.2 Deglazing Test. Active Sash Meeting Rail (701bs.) 0.105" (2.101o) 0.11g" (3,8%) < 1000/4 < 100% Bottom Rail (70 lbs.) ,L,eft HHand Stile (50 lbs.) o 0.095,E (Z.94o)Q) 0.04ti (0.9 / < 100% < 100% Ri', t Hand Stile (50 lbs.) TEST COMpLF,TED 04121100 The tested specimen meats (exc Zieizsthe d re ulta were @ cared by usormance levels d in n thebdesignutedAtestmethodsD and 101i'LS.2-97 for air infiltration. indi ;o.te compliance with the performance requirements of the referenced specification. paragraphs for the (D.H-R30) (5,7.118" x 72 ),product designation. Detailed drawings were available for laboratory records and comparison to the test specimen at t1W lime of this report. A copy of this repor.�t along with representatiz,-e sections of the test 8p8cimen wall be retained by NC;('L or o, period of four (4) yearn. The results obtained apply only to the specimen tested. No conclusions �` o the g specimen may be drawn from this of any hind regarding the adequacy or inadequacy test. This report does not con'stituie certification of t uct which m y only be granted by a certification prol;ram validator. �'VA77ONAL C RTIFIED TESTING LABORATORIES LANE isaon snager ROM :SOLAR. -TITS FAX NO. :4076341313 May..12 2003 00:40AM P3_ FASTENER LOCATIONS 31 7/8" 7" � Jambs same 24„ Head & Sill same TT 8 1 / 2 6 1 / 4" 6.144 40 C'I 24" Q,C, TYR. TYP, jai The test specimen was flange mounted to the test buck using -Forty--eight (48) #8 X 1' FH screws at locations shown. [�--�- - DENOTES :>CREW Ile NATIONAL CERTIFIES TESTING LABORATURTES ,SOB NO. NCTL-210- 089-1,2,a COMPANY FLORJ,DA EXTRUDERS ��LDATE 9-24.= aa --ROM :SOLAR-TITE FRX NO. :4073341318 May. 12 2003 08:40AM PS TM It 4eks;-rc> rx Eq:!! J%L I i r "I" uv VY5 BT t LORI D A LXTRU DE It 5 SLIDING GLASS DOOR FEATURES & SPECIFICATIONS 01 COMMERCIAL PRODUCT RATING OF C30 WITH APPROVED FORCED ENTRY; C40 AND C60 OPTIONAL 0 4-3/4" FRAME DEPTH ON 2 TRACK DOORS * 6 5/16". FRAME DEPTH FOR 3 TRACK DOORS 6 UNIQUE 1/2" FRONT FLANGE FRAME DESIGN WITH SNAP —OFF FLANGE FEATURE FOR IMPROVED INSTALLATION IN BOTH MASONRY AND FRAME CONSTRUCTION 0 AVAILABLE. IN 2 AND 3 TRACKS AS WELL AS POCKET UNITS 0 PANELS HAVE UNIQUE DI:_*EP DOUBLE INTERLOCKS FOR STRENGTH AND REVERSIBILITY; DESIGN REQUIRES NO NOTCHING e A HIGH GRADE BOX .SCRE-EN WITH STEEL ROLLERS AND DIE CAST RECESSED LOCKSET IS A STANDARD FEATURE 6 DEEPER GLASS POCKETS FOR IMPROVED ADHESION OF RAILS TO . THE GLASS 0 1 1/2" EXTERIOR SILL IS STANDARD; OPTIONS ARE INTERIOR FLUSH SILL, 21 5/8" AND 4 5/8" "ADD ON" RISERS 0 RECESSED DIE CAST LOCKING HARDWARE 0 OPTIONAL WOOD PULL FOR EASE OF OPERATION 0 3/16" TEMPERED GLASS STANDARD; OPTIONS ARE 5/8" INSULATED, TINTED, AND LOW—E • INSULATED DOORS AVAILABLE WITH INTERNAL CONTOURED MUNTINS AVAILABLE TO BE MANUFACTURED IN, CUSTOM SIZES AND COUNTER TOP UNITS • AVAILABLE WITH TANDEM ROLLERS • AVAILABLE WITH A STAINLESS STEEL OPTION • DURABLE WHITE AND BRONZE POWDER COATED FINISH lea rly Dest a 09. or'. os 0 1 : 4 E; F m p C-5 09, 061 05 01 d 6 PM P C) I-- FROM :SOLAR —TITS FAX NO. 4078341818 SHIM AS F2E•I],,) INSTAI-LATION ANCHLIR AIMING (5EE NUTES)- k9 SCRE11.1 OTHERS 7wEF.N CAULKEE DOOR FLANGE TvL' By \./ODD P. SHEATHING IiY 7T.{�RS 1 1 MAX. L (1 I-I/6' N. UCCO J IlL Er1BEDM5.c:N7 SIDING j OTHERS I f � SLIDINE; j DOOR EFtr.c ERIMETER J "E".D CAULK BY OTrIERS I ir' i 1.►� 7T LIDING GLASS DOOR FRAME —' SILL t TEMPERED GL (T Y. DOOR HEIGHT, 1> LIBERALLY APPLY ! CAULKING LJNDEr SILL OR SET SILL IN BED L— INSTALLAT:pN ANCHOR Or CDNCRETE 3/16' DIA. TAPCDN SENION. to -A May. 12 2003 03:40AM P4 -�— DOOR WIDTH :4' MAX. SHIM SPACE MIN. I FMBEDHENT / SLIDING GLASS DOOR FR6ME -� .JAMR \ t TEMPERED GLASS (TYP.) PL.RiMETEft CAULK BY OTHERS SECTION B-B / CAULK BETWEEN / HOOK, STRIP b SHEATHING I" SLIDING CLASS 1100), STRIP - SHIM AS REO' D. \ (SEE NOTES) - INSTALLATIO4 ANCHOR. ti3 SCREW --- CAULK BETWEEN DOOR FLANGE I; SHEATHING - SHEATH114Ci BY DTHEf1S TFMP[RZP. C STUCCO (T YP.) f3R SIDING, 3Y EITHFRS _ INTEPLOE- f a n rnNLL llr^'Y ��.IJ �.l 1` .HOK STRIP DETAIL 1) DOER MATERIAL: ALUNINLM nt:.pY 4043. 2) a4 INSTALLATION SCREVS M•,:ST BE Of SUr! ICICNT LENGTH TO ACHICVE MIN. EMBEDMENT OF 1-1/13' INTO VDOD. TAPCO-N TYPE INSTALLATION ANCHORS AT SILL MUST RE Of - SU'FICIENT LENGTH TO ACHiivE HIM. C.HKD�rNT OF I-I/il' INTO MASONRY OR CONCRETE. 3) INSTALLATION hNCHC!? Cw:RT ON ZcFx OF T141S SHEET. _ l) USE SILICONIZCD ACRYLIC Crv-r.,� EEp;ND DcaR rLANG[ AT HEAD & JAMBS. 3) vSi SIL1CONIZED ACPTLIC C�?- 1: rrI� 7EP.I1'ETCR SEAL AROUND EXTERIOR OF DO[]P. _ 6) IF EXACT DOOR S17C IS NT- I_IS-Fl, lx AWLr-CR CHART, USE ANCHOR OUANTITY LISTED WITH NEXT. LAZGEP. SIZE- FOR- IK AFP!7!>=IAT- D£SIGf+ FRLESURC RED'D. 73 r0l FOCrET DOOR SI?�:: VS- �!_..^,CE-• 2YCa-,S DOOR SIZE & CCINFICGURATIOri TO rINISHED 0('EN1NC. - ?lN$TaL• AT fJN AN��.•� •3- r=O`t7 L= F•ngv SiRTP AS S-CVN. 4) GL.S$ ihiC�N:» nAr vac- [•- AS7'1 C1300 Gl_ASS CHART7 - 9) 0Q(IF UNIT 15 A?PPEv_D USI,,c 1cH=E?'D GLASS IN SINGLE GL!•i'ED OR INSULA:ir.G GLASS 10) JAMB / S!LL CDRNrRS AC[ 7l 1aE :�ALEI T-"17H A SHALL JCINT SCAR SEALER. 11) SHltr AS RSO-D AT CA Sr1 rr )r-S=Ai_LZ110" ANC>IWS MAX. ALLOvABLE SHIM S-aCK. TO 9E 1/4' Ir_) ALL Iv_STA.LA-ID`1 :.•rC:•_nS ?L C Or CORaC31^?+ F.iSI S-ANT MATERIALS l3i �.-tiI Rr •X- cl.�Rr;:�7 r, :.N;i c'E??r:CNTS rIX_D ff•NCL AFfi2�:_'l %JN 1GUi:AT1CNS AKL - LCa -� _••O? ;r.A=1 LW BACK OF THIS SHEET. 1+) NOi ALL CO)-Fir..URATI,I':>' L"T_ -=:wr AP.: S-JVN ON 1H?S D AVING, HilvEv_3 INSTALLATI'JN -a 1"L. TU .NSTALLATiON OF ALL � !D?4 ONS � � I )j) :LL?iDA LitaVJER: tCC:: - �:_:O1`•�� G'_-Si DCrR IS SHOWN THIS FPINT 1.00 APPLIES TO 200c SERIES a1,0 500 I<>�� DESCRIPTION LATE FLOPIDA F XTF?uB�^E15 I NT. INC. S/A\I7-C,w GLASS DOOR T=LL:1T10N WIIu ti SCP,EW�: LW ' F) : Bi _ APFFOVEU BY: — ATE: ;�,.i/al SC�I.E: NiS �bV1� rFLEX0027 S;1 1 t16/21/2005 OCT-19-E904 01:43 40729480431 10 : 12 FP.OM : NI SL� COP,PORAT I Of 865+5 r z+5sz5 i U: -414 r d r!;- .:,I tit, P-P-GE 02 r.eel•C"CC RT 'opal Evaluation Seavrce, Inc. i t `c 520.1 L.900102 Piker 5uftMot p•Rs c„ 2urrcth, Virginile Zzoo-3401 piton: 7031SS1-2167 Fsa= 7031931-esos w6bs1W V wry-MOMl.org NATIONAL EVALUATION REPORT copes A 2001. MmMnat Evalam Yon SAfOca. hw- to E4p TERMMCIDE. INSECTICOC AND Ft,t 131ClDE NASUS CORPORATION t00 H1SUS DRIVt M0CrX0lM, TERNESfiEE 3711M nlanalMLut�rtr,,�m 1.0 SMECT BORA-CAREW TeMittcide, insedlride and Fungicide 2.0 PROPERTY FOR WHiW EVALUATION 15 SOUGHT Protection Apninat Tarmttas 3,O DESCRIPTION 43OP r-ME TermltIcIda'is uwod to provide prvtecNan apalntt ,,_,,ubtertanean t5Milea. GORAZ: Etit s Federal EPAregistered Ta Initlolde iTet is applied to wood surly M bl %Pr0YbV- wushina, and Woctlons and prsrenta InRartatian of aubtarrae► *n tertnitr s. t3ORArCARE WHO tAe terts*Res through inp000n. TM actNs ingredlant in ROR/CME is Disadiurtl Ql:tot CCM Teltrahydrate (DCFT). whiah is ■ mbdura of born and boric add. BORArCARE utilizes a petarAnd forrnulsticn of this minaret salt (DOT) and_ O" to per►etr*te and pfatad the woad. When BC RJ4C.ARE is appned to Dare wood. It pernetMTM tlsa modAnd depoe to DOT. Diftsion of i30PA-CARE k ty the Wdod ee1i0171M utter appliicetion unut theta is unttacm distribution of the a0ft Ingmterrt In the wood msmW. gORAr E b r�atar sAbbla, tlilheR fre%h wood wrm tie sealants is Nested with BMA -CARE, she nowt* pernatrM*6 coenpRsteiy through tree wood rnerrtber, therefore, its wood: member Is parinlitadto be tot after trantmwnt is templets. I.D INSTALLATION A.1 General BORA,CARE Termlildoe Is lnsta4ed M accordance watt the manufacturers published instslls"rw Instructions anti this report. Aprficatom or BORA-CARE theft bs trained by the Nisus Corporation and ehali be licensed pest control operators. -he manufactumea pubpshed inetalist#ott Instructions and this ,,pots sited be rtrictiy ndhWad to and a copy of these Instructions *hall be available st ap times nn the job site during installation. ReOW No. NER-61 T Illsuad Odobar 1, 2001 The instructions wfthirt this report povvtn if th" are any car I betweenZe tnanufachxet's publiuhetl Instulislion instluctiens and this rapoit. ,1,2 APPIlidatlan BORA-CAM Is a concentrate that must be diluted with water be = use, The dnution We is Qua part watt to ate pert BOPA- CARE for all pnArextrnami appheations. Prior to dltution, BORA- CARE Is a thick Vtse"us Muld simllar )n appaaranu to hon®y. Whan diluted and rnhoed, th! sotuRion Ms the same eonsWency 36 water. I�ORdr--AAE is applied by spraying, bni hlma. and in]ocfion. g©RA-CARE is not a restricted C*9901Y pespedde, but shall be applied by a pm fessionsl pest control operstorin aawdance with total, etatm, or federal pest rantral regulations: BORA-CARE Is clear and. odortas6. A41 wood surfaces Ishati bel treated aarotdhg to laW dkeetkns whey+ protecting the *tructurs for nubtettanesn tnrfiitee. Pretreatment for aubtuna, n tell- ffe protaeiden eonslsb of treetl?$U a two foot stand of wood around the perirAetar Of A structure containing a cra%d space or bnowym nt wmm the wood comes into cornett VAM the foundstlon watts or support piers. "is tratstmoM Includes the joists, hosdeta, tilts and sublbohing gram, Pratraatmrnt of a Bub an igrade strachre coti lists of treatment of tale sill plate and two rest up an the WaH thirds and wood sltea,lhing. Oat vrnod where access Is ntnh*d to one or too a14e2 of mood mernbwt such art sals and plebs on faundatlots walls, ®poly hm coats of solufioll to exposed aides, Mtowinp for a minimum or 2t1 minutes belw n stpPMtN* . pWmatme d III parformesd st x paint du" the ttlnSM4110M pr,actss wrten the graatast trtxoas to on wood members 1% available. Typic l sttna dried-Instagm D(Conatruc0W vrfhem all structura► wood and sheathing in in place yet Prior to Insta6etion at Insulation, mechaninsl systems, aladrical wiring. Arid plumbing. t.] prntamlon tram caster Since SORA-CARE is water soluble, treated woad shall ba protected from reln and artow. For long term prMactim. ezteiiar surfaces chap be coated with 0 wgtser re0stsnt paint or stain. interior sudsres exposed to repeated moiatvra COM11 , eucth es shower stalls, bath houses, etc, shill) be protected by a .rater restlztant p bIrit or stairs: 7wr repo*r tr tf1ndted m r1+e rpee yrod�cr end data m.d rrsr ,Pparst rrbr+OffrQ tJ4r rp s gwvcsJly AWr r wmkr a ynrnrran► dbher tsprt"O'd InAepeede W testy w�rrr perpromd by iAt„Na1ta►►et Eval+radon Serrree, lee. ()ties), mod S or fntrp�rled, ar so arty fift4mg or other r.iatrrr in rM.r reporf or as no Arty p�odrer ro«e•,rd dy rAir ►rporr. 7Afr dirclormer inrrrdes, be Lr not Lmrrrd ro, rnert/wredltltY. Tr,tr rrpot+ is also tx�jecs to she It rrttarlarr llmd hrZ r. 66i.21 / 2005 01: 43 4078943043 e 5 i-13-2804 15:12 FR0rl:NISUS C RPOPATZON 8GSt577*5825 PAGE 03 . ru:mar 8(t? 31�FJ 00-:� AM22A No 20l2 ' 7.1 This Evaluettoa AePast anti the metwtacturnf a 3.0 ipENT1F7CATI�N publishes Indar WElart h Wruc cant_ wbon required by Our soda onitial, shell be submitted at the lime of psrrrn`,, each =Mairmf Of 60RA-CARE® TenttiticW,, Insestialdr and the �DPIfC11�ICtt. Faisal ide covered by thia report shall be labeled with or trademd aria ltiatiorxsl . ark an BORA1-i:ARi+t hgii bt C ppbad by appttrsM trained by rnsn►rfaCturar'S nameland Evaluatipn Service evaluation report numbor. htEFi-� 17 for field 7 Z the Nioul Corpontfott and 0211 be ►tewmed pia oarlitnt idarrtiticetiorr. operators. �lA VA0r_Nc£ St11IM171710 7.7 90RA4-CARE shell bib Installed In s=m, ancs vft the published instailatian Indnm0ane and a.l Mrinufeoturars damcrlptivs Itteraturs, cpacMosoon:, and menutRcturwPa this report- . tnttafiatlon InatnrFllont. 7.t In sas�nr: whera' a sdl +►V'' errfer tom tticlda R.3 Teti report. Isb test or BORA-CARIz t�� wood area M terM'tm, treatment is raquirred by the sWeible coda or local 130RA-CARE Is aPpged ony ss s untreated woad WOW 10 Wbturrena subtstr '"n Tarrnite end Eottam code aMcial, Supplertical pretreatment area la nvt s rapieca meat for Formosan Subtwranesn Termite, FL L*Wwdslla Rnesrch it requlraft tMEtnem or bnnlw*• 6ducatien cantor, Uniwwlify of Flerids, D=Vffwt IftMWR/19D1, ApM 2. 1991. by NAn-Yen and Rudolf 7.3 :00pLA CARE ••wa a�niu*kod only her mis4snoe tct . S>Ct1t�Rt11n. fllrtlHRant?n termKt-s. 6.3 Tsz! art, ►nb tset or oral taxfcttl► of 80RA-CARE 7.6 SORA.CARE h water soluble find ehsft be proted*d All. against Formosan Svbdammeen Tern" and Eastern noted in Section 4.3 ebcv*- subterra7►san Twm%ft, Ft. Laudwdale Research L Educstlon Carrier, IFA% VniversRy or irborl4a, May, 7.7 60RA�R has not b4en avVluflfed ss a traatment tot _ . 19ca. Masahlito %Moro and �_Yao SLL resistance to termites on LVL product%. ftrt Test report. Janvary-1997 Pmvrr%s ♦7ePort, 67 months 7.a This report Is subjeQ to re-s altiJmsflon an a periodic vgmurrs, field ewhtation of SokA-Wr= ttwated wood basso. For iMornativn en fhe eu"nt datus of thle the tut t WMr vffl tarrrltte fitladinp and tubinii meat Evafuetton Report consult the ! produot Evrktsltfert l (Butfpof% Mbslsaippl, compari=n of tWted end floor Misaisdppi Stttr Un"Mity Useng or Cont;ett. the NES. �. untreated wood johrt, Forest Ptodur" l-aboretcrlr. Tarry L Arntruraey. a� Test report, JRnuarY 1996 PrOG"m IQaporl. 73 moms &wposura, field evaluation of 90RA.CARE V"ted wood the subterranean tetmM 16qd p;i and tubing now Outfport, M110141Ppi, =ontpariton . of trastad and untreated woad floor joist, Mbsictippi Sots VnivemIty Forest Products Laboratory, Tarry L A mburyey. 6.6 Test report, Jam+a�12001 Progress Report. 110 months exposure, field fnnftuatlon of 13ORA-CARE treated wood the subtarranearl termite feeding and tubing near Gu fpor% Mittiseippf, cmnpAttaon of treated and untreated wood Actor joist, Mlaahlsippl State Un'verstty Forest Products Laboratory. Terry I_ Amburgey. 617 Test report on efficacy at SORA-CARE appfted to OW, plywood, prrssure treated wood and FRTW, June 12 200p, Mississippi State Vnlvershy Forest Products ArnburMand MS. S.V. Parlkch. Laboratory. Dr. Terry L 7.0 CONDITIONS OF USE 'rye Nallomll Evakmbon Service CommItlee finds that the 90PA- CAREm Tarmiticide. InWOClde and FunDldtie des;dbed In this report complies with or Is a sultebte alternate to Mat specified. In the 200D lntemational 6uUn9 Code® Y"Th 2d01 SUAplement, the 20Q01nkamatlonel jRas;denllatCod&V fteh 2004 Supptrmenr,'he BOC.A Mallonal Bt* ng God&/7999, the 9p89 Slandard Baang CoQNo, the 19p7 Uoorm avACing code,", da anti 1-h 9ha 98 k,ternadonat One- and 7� Fans? D►+rar-8 j ttc foi►owlnp candlttcr+s: I bff tip July 18, 2002 Alan Plante, Chief Plans Examiner Norm Smith, Deputy Building Official fc:EITT L RAL F LORM . B-0-A-F. Orange County Building Division Administration Building. 1st Floor M—AirNTUFA TURER NAME a 201 South Rosalind Avenue Fla /I E �� ✓S P.O. Box 2867 Orlando, FL32802-2687 MASTER FILE (4D7) 836-5760 RE, Florida Extruders Fenestration Masterfile Update— Alternate Nailing Schedule for Fin Frame Windows - Messieurs Plante and Smith, This letter updates Florida Extruder Fin Window installation drawings contained in the Orange County Fenestration Masterfile :for an Alternate Nailing Schedule and Installation Instructions. These Alternate Nailing Schedule and Instructions can be used in lieu of the No. 8 Wood Screw required by the installation drawings. Attachment No. 1 includes a table listing -all Florida Extruder drawings in the Orange County Fenestration Masterfile affected by this engineering statement Attachment No. 2 includes the specific Alternate Nailing Schedule. and Installation Instructions. Attachment No. 3 includes the analysis methodology used in the development of the . Alternate Nailing Schedule and Installation Instructions as well as a sample calculation. Any questions should be addressed to the undersigned. Thank you. 2540 3ewett Lane, Sanford, FL 32771-1600 • (407) 323-33DO • Fax (407) 322-3507 1 i d Woza ::a E02E: 60 • "'aS Zfsb -S -a L0: -CH xe-1 Zuau 1 �e�aQ ou t p I z r•, AMW ,ceders Regards,. (;F.NTR_AL FLORIDA DA. B. 0.A- k . MNUFA.+CTU ER ICI FLa �P,I F 71? - MASTER FDLE 'JUL 3 0 2002 - • • '� =-f-�� :•yam Fie: 2DOZ-LTR-P_lA-014 _ ...�._.-•-_ - 2540 JewcLT Lane, Sanford, FL 32771-1600 (407) 323-33DO Fax (407) 322-3507 2 Ed l-tdZe = I0 2:00Z 60 'das -ON >Cd d 1u -edzc 6u t p j c ng WOc1d -JawoZsnn oan7en d6S=ZD ZD 6D da, I Alternate, Nailing Schedule and Installation Instructions — Analysls Methodology and Sample Calculation . Load Distribution based on.AAMA 103.3-93 Procedural Guide_ and centroid location based on common shape geometric. formulas. H.JphtJWldib H!W < i_O _ H<igtMWd 1 H!W ► 1.0 AAMA 90.3. Cast 3 LOAD DistriDulon AAMA 103.3, two t L--sd DI_v:6ut1on Florida Extruders Drawing No_ FLEX01126, FLEXD029 and FLEX0030 --d. r by Eyebrow Arch - Fixed Lite 5„ Half Circle - Fixed Lite Florida Extruders Drawing No. FLEXoo37 Rectangular Load Distribution (where A = Area Al or A2 dependent upon H/W) Triangular A = 1h (b)(h) where: b = Jamb Height (H) or Head/Sill Width (W) a = W - 2(H/2) or H - 2(W/2) Trapezoidal A = '/z (h)(a + b) h = H/2 or W/2 250 Jewett Lane, Sanford, FL 32771-1600 - (407) 323-3300 • Fax (407) 322-3507 S 3d Wd20:10 Z00Z 60 'ON Z -1edaQ 6utplirta : W083 ;tJ? UNTO FLEA B. O. A: F. A UrAC'Y'URE1� NAAJIE AM ILtaf MASTER FME # Non -Rectangular Configurations Load Dlstrtpurion: Loading to the head, sill and/or jamb were based on the centroid of the configuration. For the half -circle shown: where: Al = '/z(b)(h) b = Sill Width Atotal = 3.1416(R2)/2. H = centroid of 4R/3(3.1416) A2 = Atotal — Al R = Radius Fastener Calculation: Paslode Nail Allowable = 38 lbs./in per NER-272 Nail length is 2.375", sheathing thickness is I/ " and frame thickness is 0.50" Embedment is 2.375 - .5 - .050 = 1,825" Nail Allowable at full embedment = 1.825(38) = 69.35 lbs., use 69 Ibs_ Number of Fasteners = [Load Area (psf) x Design Pressure (psf)) / 69 Number of Fasteners is rounded up to the next highest full number, -Load Area is as shown above. Design Pressure was based on 45 and 70 psf. Fastener Spacing: Based on One nail is required a maximum 6" from each corner of head, sill or .Jambs. The number of fasteners required for each head, sill or jamb based on the [Loading Area x D.P.]/69 For each head, sill or jamb, the spacing of the required fasteners between the end fasteners is determined by dividing this space by the number of fasteners required between the end fasteners. This is, done for each of the configurations and a worst case spacing developed for all series window sizes at 4S psf and 70 psf. Example Calculation: Single Hung Window, FLEX0026, Size 25,. Width 36", Height = 62' H/W is equal to 62,(36 = 1.72 therefore, therefore, loading diagram for.Case 1 is shown on the next page. Al = Va(W/2)((H-W)+H)) - Y2(36/2)((62-36)+62))/144 = 5.5 5F A2 = (W/2)(W)/144 = 1/=(36/2)(36)/144 = 2.25 SF �11%:r Z-anwra, M- oil i I-lbvu - t4u7) 323-3300 - Fax (407) 322-3507 6 Ld wdvo: TQ EOOF 60 -des 26bSDZ3 Letr -al XUJ ;uaur}..v daG 6uipl tng 1436.3 - --- - - - • - �•••••-, �..-� .,ter, T o w dcc :7n 7n pn ciaS Load on Jamb = 70(5.5) = 385 lbs. Load on Head/Sill = 70(2.25)=.157.5 lbs. Number of Fasteners Jamb; (N) = 385/69 = .5.56 = 6. Number of Fasteners Head/Sill .(N) = 157.5/69 = 2.28 = 3 , Fastener Spacing Jambs = (H - 2(Edge Distance))/((N - 2) + 1) _ .(62 - 2(6))/((6-2)+1) = 10" Fastener Spacing Head/Sill, _ (W - Z(Edge Distance))/((N 2) + 1) _ (36 — 2(6))/((3-2)+1) = 12" A similar calcu!ation was performed for the 45 psf D.P. In turn, this calculation was duplicated for all applicable window sizes. The .enveloped spacing was developed based on enveloping similar results from all of window sizes. grouped by the different series windows to arrive at the recommendation of Attachment No. 2. Spreadsheets were developed to mechanize the repetitive calculations. tetytx L b i µ.ad75riV1r.CM1 Mt.XVr AC j I ER 1 i He+gbvwfdtb•=FlM> t.0 �/pf/c'�'+ AAMA 103.3, cGCQ 7 Load DistrAribonMAS-r ris�v�r rJ 'E'ER FUX # 2540 3.ewett Lane, Sanford, FL 32771-16DO - (407) 323-3300 - Fax (407) 322-3507 7 8d bldVr : I0 Z00Z 60 �aS Z6r59M L0tr : -ai Xd j �u--xua-ledaQ 6u i p 1 t ng : 140azl Kequiraa mail Paslode Catalog #650111, 2.375" Long, 0.113" Diameter, Ring Shank Nail per NER-272. Nail Installation • Nall shall be installed to its full depth in the side grain of framing members. Required embedment has considered window frame .thickness and a sheathing thickness of-1/z". Sheathing thickness greater that 1/2" will require reduction in spacing based on the Manufacturer,: Florida Extruder International's recommendation. Spacing From Corner ,Minimum of one nail required in Head, Sill and Jambs 6" maximum from each corner of Rectangular Windows. Minimum of one nail required 6" maximum from each corner on Fans, Eyebrows, Quarter Circles, Half Circles and Octagons. Spacing Between Corner Nails of Rectangular Windows and along arched & straight perimeters of Fans, Eyebrows, Quarter Circles, Half Circles, Full. Circles, -Ovals and Octagons. 45 PSF Design Pressure: Maximum of 8" on centerline. 7D PSF Design Pressure: Maximum of 5" on centerline. CENTRAL F LO:.ZIDA B.O. ,A.. F_ IAN'ACT URZER N Flo _ � Exf-ivd�rs AMIE- MASTER FILE 254D Jewett Lane, Sanford, FL 32771-1600 • (407) 323-33D0 # Fax (407) 322-3507 4 Sd WcE0:Z0 ceea 60 'dos Z617S3r�B Lod : 'DA XU3 zcramzledaQ 6uiP1 tng : Lid ATTACHMENT NO. 1. Orange County Fenestration Masterfile List Alternate Naiiin,g Schedule. Drawing Applicabil➢ty- -- Fin-Frame-Wi.nd.ow, M.ISf P�{IP No_ Dw . No. Descri tion 1 FLEX0029 Horizontal Sliding Window XOX - Fin _ MANUFACTURER ER NAME: MASTER FELE 2540 Jewett Lane, Sanford, FL 32771-1600 • (407) 323-33DO • Fax (407) 322-3507 3 Cd WcE0 : I6 Z007- 60 'daS Z:E rs� Letr : -CH Xtij }uawlled�a 5u c p l i ng Wp'dj - PoTida {, - Weis bZfnadou� ,Ir . 3uly 25, 2002 Florida County, City and Local. Governments Community Development and Building Departments RE: FLORIDA EXTRUDER MILESTONE SINGLE HUNG WINDOWS TESTED TO ANSI/AAMA/NWWDA 101/I.S.2 - 97 Building Officials, Inspectors and Plan Examiners, The question dealt with in this letter is the applicability of approved testing results for a single hung window with a straight head -versus extending those test results to a single hung window with a -half radius or. full radius head. The Florida Building Code requires testing and labeling of Exterior Windows and Glass Doors as follows. , §1707.4.2 Exterior Windows and Glass' Doors. §1707.4.2.1 Testing and Labeling. Exterior windows and. glass doors shall be tested by an approved independent testing laboratory, and bear an AAMA or- WDMA or other approved label identifying the manufacturer, performance characteristics and approved product evaluation _entity to indicate compliance with the requirements of the following specification: ANSI/AAMA/NWWDA 101/I.S.2 - 97 Florida Extruder's approved testing reports for Milestone Single Hung Windows used a straight head extrusion in the tests. These tests where. performed to the ANSI/AAMA/NWWDA 101/I.S.2 - 9.7 specification with structural.testing to ASTM E330 as required by the AAMA 101 specification. ANSI/AAMA/NWWDA 101/I.S.2 - 97 Specification, Section 2.2.1.5 indicates that the single hung window test specimen shall be the largest size for which acceptance is sought under this spec but in no case Less that the minimum size required to meet the Gateway Performance Requirements as defined in Table 2.1. When extending test results to windows of other .configurations or to windows of smaller sizes, the following must be considered. 1. For other configurations, that the difference does not affect the test results. 2. For smaller window sizes, that a methodology grounded in sound engineering practice is used to extrapolate test results to smaller windows. 2540 3ewett Lane, Sanford, FL 32771-1600 • (407) 32-3-3300 • Fax (407) 322-3507 1 ,Florida Extruder Milestone Window test reports are based on .the largest size window with comparative analysis (performed to.the methods promulgated by AAMA 103.3) used to determine.the rating of window sizes smaller then those tested. By use of . AAMA 103.3 procedures, sound engineering practice is used as mandated by the building code. When extending. the -test results of a single hung window with a straight head to windows with half radius head (2" per 1' slope) or full radius -head (1" per 1' s1ope), the corner connection., extrusion section and glass thickness are the critical factors in determining applicability. In all cases for Florida Extruder Milestone Single Hung Windows with either a straight head or a radius head, the extrusion section, corner connection, and the glass thickness and style are the.same for the straight head as well as the radius head. _ Further, SBCCI PST_& ESI Evaluation Guide 115, Doors and Windows states: All sizes -of doors and windows are not required to be tested. If samples selected for testing represent the critical parameters of the range of window sizes covered by the proposed Evaluation Report. The samples tested shall be randomly selected from regular production units and installed on the test. apparatus in a manner representative of the manufacturer's published installation instructions." The independent testing laboratory will test that configuration enveloping those critical parameters, as is the case with Florida Extruder Milestone Window testing. Therefore, based on the above references, reviews, and discussions, it is concluded that the test results for the straight head single hung windows are also applicable to the half radius and full radius head single head windows. Any additional questions can be addressed to the undersigned. Thank you. 2540 Jewett Lane, Sanford, FL 32771-1600 • (407) 323-3300 • Fax (407) 322-3507 2 File: 2002-LTR-RJA-019 2540 Jewett Lane, Sanford, FL 32771-1600 • (407) 323-3300 • Fax (407) 322-3507 3 Fkxida AM tawd6 July 18, 2002 Alan Plante, Chief Plans Examiner Norm Smith, Deputy. Building Official _ Orange County Building Division CENTRAL RAL F'LORILDA B; 0-A-F- Administration Building, 1st Floor 201 M.NTUF� CTURE.,R N, o 201 South Rosalind Avenue P.O. Box2867 - ca. -- i,r7Zr✓ C11E Orlando, FL 32802-2687 MASTER FILE- (41)7) 836-S760 r4c�� 7"70,0 RE: Florida Extruders Fenestration Masterfile Update— Alternate Nailing Schedule ror Fin Frame Windows Messieurs Plante and -Smith; This letter updates Florida Extruder Fin Window installation drawings contained in the Orange County Fenestration Masterfile for an Alternate Nailing Schedule and Installation Instructions. These Alternate Nailing Schedule and Instructions can be used in lieu of the No. 8 Wood Screw required by_ the installation drawings. Attachment .No. 1 Includes a table listing all Florida Extruder drawings in the Orange County Fenestration Masterfile affected by this engineering statement, Attachment No. 2.. includes the.. s Instructions. pecific Alternate Nailing Schedule and Installation Attachment No. 3 includes the analysis methodology used In the development of the Alternate .Nailing _Schedule and Installation Instructions as well as a. sample . calculation. . Any questions should be addressed to the undersigned. Thank you. 2540 Jewett Lane, Sanford, t2 32771-1600 (407) 323-33DO Fax (4t]7) 322-3507 1 zd Wdzn : Ie, z00Z 60 'das zot =a Lot : 'tit m13 Tuaw41Qd aQ 6u c p I i r,g t.Od3 .-A c�r,c_Lco r/ni.l -1awoasnn DanTen d6g:20 ZO 60 daS F�r�da AMW EMuders Regards, C,-- N 'RAL FLOPLIDA B.. 0. A. F. AL NUFA+CTURER MARE: . MASTER: FEL.E _ =JUL 3 0 2002 2540 3cwctt Lane, Sanford, FL 32771-1600 • (407) 323-33DO • Fax (407) 322-3507 2 WdZ0:L0 ZOOZ 60 da Zbt�9�8 L0tr "UN XU3 ivaur;aedaQ 6u t p l t rls WOti3 �d 5 r c�nc-s.co r i n6 1 .Jawo-Isn7 pant en d6S =Z0 ZO• 60 daS Alternate Nailing Schedule and Installation Instructions - Analysis Methodology and. Sample Calculation Load Distribution based on AAMA 103.3r93 Procedural Guide and centroid location. based on common shape geometric formulas. c.wraa ti H.1phuW1dth . HAV < 1.0 - ►i<:ghVMfi dth - KM ► 1.0 ^AM^ 103.3. CU30.) LDAC Diitribukion AAMA 103.3, Ca 1 Lwsd'Dte+sudon Florida Extruders Drawing No. FLEX0026, FLEXD029 and FLEX003D ra Eyebrow Arch - Fixed Ut113& Half Circle - Fixed Lite Florida Extruders Drawing :No. FLEX0037 Rectangular Load Distribution (where A = Area Al or A2 dependent upon H/W) Triangular A = vi (b)(h) where: b = Jamb Height (H) or Head/Sill Width (W) a = W - 2(H/2) or H - 2(W/2) Trapezoidal A = 1h (h)(a + b) h = 1-1/2 or W/2 2540 Jewett lane, Sanford, FL 32771-1600 - (407) 323-3300 • Fax (4407) 322-3507 5 `3d WdLa:To ZOOZ 60 'da5 1C.O r I nL 1 Z6-.S9S6 Lob : 'ON Xtid luatu7lpdaQ 6u1Pltn8 : W083 .Jawoasnn oanTeA dRq=7_n 20 6D daS r CENTRAL FLORA B. o. A_ F. R NAME. AM it tt i.[ l�fl, MASTER A��.Lo 0 Non -Rectangular Configurations Load D1str1butlon: Loading to the head, sill and/or jamb were based on the centroid of the. configuration_ For the half -circle shown: where: Al = Yz(b)(h) b = Sill Width' Atotal = 3.1416(R2)/2 H = centroid of 4R/3(3.1416) A2 = Atotal - Al R =Radius Fastener Calculation: Paslode Nail Allowable = 38 lbs./in per NER-272 Nail length is 2.375", sheathing thickness is 1/2- and frame thickness Is 0.50" Embedment is 2.375 - .5 - .050 = 1.825" Nail Allowable at full embedment = 1.825(38) = 69.35 lbs., use 69 lbs. Number of Fasteners = [Load Area (psf) x Design Pressure (psf)) / 69 Number of Fasteners is rounded up to the next highest full number. Load Area is as shown above. Design Pressure was based on 45, and 70 psf, Fastener Spacing: Based on: One nail is required a maximum 6" from each corner of head, sill or jambs. The number of fasteners required for each head, sill or jamb based on the [Loading Area x D.P.]/69 For each head, sill or jamb, the spacing of the required fasteners between the end fasteners is determined by dividing this space by the number of fasteners required between the end fasteners. This is done for each of the configurations and a worst case spacing developed for all series window sizes at 45 psf and 70 psf. Example Calculation: Single Hung Window, FLEX0026, Size 25, Widths 36", Height = 62" H/W is equal to 62/36 = 1..72 therefore, therefore, loading diagram for Case 1 is shown on the next page. Al = ;h(W/2)((H-W)+H)) - Y2(36/2)((62-36)+62))/144 = 5.5 SF A2 = Vi (W/2)(W)/144 = Vi(36/2)(36)/144 = 2.25 SF Z540 3ewett Lane, Sanford, FL 32771-1600 - (407) 323-3300 Fax (407) 322-3507 6 'd Wd�O : TO maz! 60 'd�5 z6b59�e 4b, 'CI I XU3 iu l ieaa� 6u t p 1 t ng ; ldOad -,4 r/n�61 ua.wo-Asn7 PanTen d6S:20 zD 60 "S 766 dets Loadon Jamb = 70(5.5) = 385 tbs. Load on Head/Sill 70(2.25) = 157.5 tbs. Number of Fasteners Jamb (N), = 385/69 5.5B = S Number of Fasteners Head/Sill (N) = 157.5/69 = 2.28 = 3 Fastener Spacing Jambs = (H 2(Edge Distance))/((N - 2) + 1) =.(62 - 2(6))/((6-2)+1) = iwr Fastener Spacing Head/Sill = (W - 2(Edge Distance))/((N - 2).+ 1) _ .(36 - 2(6))/((3-2)+1) = 12" _ A similar calculation was performed for the 45 .psf D.P_ In turn, this calculation was duplicated for all. applicable window sizes. The enveloped spacing was developed based on enveloping similar results from all of window sizes grouped by the different series windows to arrive at the recommendation of Attachment No. 2. Spreadsheets were developed to mechanize the.repetitive calculations. I - - �' A1 s 1 _ .]eme rteiyr,c. u L \- s--J ►+.�arsW w.du, "/�` J AvL�e�'R 1�t11sE: He:ghVWtdYA M=",sd D M4 �0.3G .3, cQ � Load lsLnbaiDon 2540 3ewett Lane, Sanford, FL 32771-16DO • (407) 323-3300 - Fax (407) 322-3507 7 6d WdVO : TO EOW 60 'daS z6t S9"c 8 L017 'Orl xtij 3.uDur1-ie-'-aQ 6u t p l t rye W 3e3 (I nLt lamozsnn oanTen dgq:Rn 70 EO das ATTACHMENT NO..2 Alternate Nailing Schedule and Installation Instructions - Fin Frame Window Required Nail . Paslode Catalog 0650111, 2. 375" Long, 0.1.13" Diameter, Ring Shank Nail per NER-272. Nail Installation _ • Nail shall be installed to its -full depth In the side grain of framing members. Required embedment has considered window frame thickness and a sheathing thickness of-'h'. Sheathing thickness greater that Ya" will require reduction in spacing based on the Manufacturer, Florida Extruder International's recommendation. Spacing From Corer Minimum of one nail required in.Head, Sill and Jambs 6" maximum from each corner of Rectangular Windows. Minimum of one nail required 6" maximum from each corner on Fans, Eyebrows, Quarter Circles, .Half Circles and Octagons. Spacing Between Corner- Nails of Rectangular Windows and along arched & straight_ perimeters of Fans, Eyebrows, Quarter Circles, Half Circles, Full. Circles,_Ovals and Octagons. 45 PSF Design Pressure: Maximum of 8" on centerline, 70 PSF Design Pressure: Maximum of 5" on centerline. AIANUFACTURZER NAME.- F/o � .� Exf.-vdrrs MASTER FME 7o� „ 2540 Jewett Lane, Sanford, FL 32771-1600 - (407) 323-33oo • Fax (407) 322-3507 4 Sd Wc:is:0:i0 EeoE 60 .dzs EGvS958 40V -ON XU3 }uawl-tedza 6uipltn3 Wod3 _- No. Dw . No. Descri tion 1 FLEX0029 Horizontal Sliding Window XOX - Fin 3 FLEX0026 Single Hunq Window - Fin 4 FLEX0030 Fixed Window - Fin 4 FLEX0037 Designer Fixed Window — Fin Half -Circle and Eyebrow shown. Applicable to other cDnfi urations note 9 on'FLEX0037 2540 Jewett Lane, Sanford, FL. 32771-16o0 • (407) 323-3300 • Fax (407) 322-3507 3 bd WCE0: L0 F_i Z 60 'day Zbt St3£H L0P 'ON XNd }usury i2��Q 6uc p l t r,H ; LlOdj ''L1QTeI )uly 25, 2002 Florida County, City and Local Governments Community Development and Building. Departments RE: FLORIDA EXTRUDER MILESTONE SINGLE HUNG WINDOWS TESTED TO ANSI/AAMA/NWWDA 101/I.S.2 - 97 Building Officials, Inspectors and Plan Examiners, The question dealt with in this letter is the applicability of approved .testing results for a single hung window with a straight head versus extending those test results to a single hung window with a half radius or full radius head. The Florida Building Code requires testing and labeling of Exterior Windows and Glass Doors as follows_ §1707.4.2 Exterior Windows and Glass Doors. §1707.4.2.1 Testing and Labeling. Exterior windows and glass doors shall be tested by an approved independent testing laboratory, and .bear an AAMA or WDMA or other approved label identifying the manufacturer, performance characteristics and approved product.evaluation entity to indicate compliance with the requirements of the following specification: ANSI/AAMA/NWWDA 101/I.S.2 - 97 Florida Extruder"s"approved testing reports for Milestone Single Hung Windows used. a straight head extrusion in the tests_ These tests where performed to the ANSI/AAMA/NWWDA 101/I.S.2 - 97 specification with structural testing to ASTM E330 as required by the AAMA.101 specification. ANSI/AAMA/NWWDA 101/I.S.2 - 97 Specification, Section 2.2.1.5 indicates that the single hung window test specimen shall be the largest size for which acceptance is sought under this spec but in no case less that the minimum size required to meet the Gateway Performance Requirements as defined in Table 2.1. When extending test results to windows of other configurations or to windows of smaller sizes, the following must be considered. 1. For other configurations, that the difference does not affect the test results. .2. For smaller window sizes, that a methodology grounded in sound engineering practice is used to extrapolate test results to smaller windows. 2540 Jewett Lane, Sanford, FL 32771-1600 • (407) 323-3300 • Fax (407) 322-3507 1 AM 1W-11a-I PIC 3. For both considerations, that extrusion section properties remain the same, corner connections do not differ and that the glass thickness and style do not vary. Florida Extruder Milestone Window test reports are based on the largest' size window with comparative analysis (performed to the methods promulgated by AAMA 103.3) used to determine the rating of window sizes smaller then those tested. By use of AAMA 103.3 procedures, sound engineering practice is used as mandated by the building code. When extending the test results of a single hung window with a straight head to windows with half radius head (2" per.1' slope) or full radius -head (1" per 1' slope), the corner connection,. extrusion section and glass thickness are the critical: factors in determining applicability. In all cases for Florida Extruder Milestone Single.Hu.ng i Windows with either a straight head or a radius head, the extrusion section, corner connection; and the glass thickness and style are the same for the straight head as well as the radius head. Further, SBCCI PST & ESI Evaluation Guide 115, Doors. and Windows states: "All sizes of doors and windows are not required to be tested. If samples selected for testing represent the critical parameters of the range of window sizes covered by the proposed Evaluation Report. The samples tested shall be randomly selected from regular production units and installed on the test apparatus in a manner representative of the manufacturer's published installation instructions." The independent testing laboratory will test that configuration enveloping those critical parameters, as is the case with Florida Extruder Milestone Window testing. Therefore, based on the above references, reviews, and discussions, it is concluded that the test results for the straight head single hung windows are also applicable to the half radius and full radius. head single head windows. Any additional questions can be addressed to the undersigned. Thank you. 2540 Jewett Lane, Sanford, FL 32771-1600 • (407) 323-3300 • Fax (407) 322-3507 2 File: 2002-LTR-R)A-019 2S40 3ewett Lane, Sanford, FL 32771-1600 • (407) 323-3300 • Fax (407) 322-3S07 3 - ONE BY WOOD BUCK BY OTHERS (NOTE 6 & 7) CAULK BETWEEN WINDOW FLANGE & WOOD BUCK STUCCO BY OTHERS PERIMETER CAULK BY OTHERS RIGID VINYL GLAZING BEAD (TYP.) W.H. (WINDOW HEIGHT) CAULK BETWEEN WINDOW FLANGE & PRECAST SILL W/ VULKEM 116 ADHESIVE CAULK, OR APRV'D. EQL. CONCRETE OR CAULK BETWEEN MASONRY -OPENING WOOD BUCK & BY OTHERS MAS'Y. OPENING BY OTHERS E I MIN. n — a EMBEDMENT PERIMETER CAULK BY OTHERS a INSTALLATION ANCHOR 3/16' DIA: TAPPER (NOTE 12 SHIM AS REQ'D. 1/4' MAX. (SEE NOTES) FLANGE TYPE WINDOW FRAME HEADER GLASS (TYP.) (SEE NOTES) B.N. (BUCK HEIGHT) FLANGE TYPE WINDOW FRAME SILL PRECAST SILL BY OTHERS SECTION A —A WW I MIN. A VIEWED FROM A B C EXTERIOR D E J B K B ! W.H. F G H A_I ELEVATION DISCIdImEf:The"purposeotthis instatlationdrawingislopresenfthemonufactu�efsrecommendotionstor IMPORTANT INFORMATION & GENERAL NOTES - - - anchorage (r e.: concrete screws. wood screws, noils and VutkeiNstructural :adhesive) to achieve the design - - - -- - -- •- --- - - specified specified onthefenestration product as required by.Hordo Budding code:section I io�.a.<. - - - - These- notes, are provided to ensure proper installation of ,Florida Extruders Milestones _ pressure Anchorage Methods. Recommendations regarding Clashing. sealing, seolonts or other joint seolont practices products and must be followed fully. does not constitute a warranty either expressed or implied - - B W. (BUCK WIDTH) I BE ENT GENERAL INSTALLATION INSTRUCTIONS EMBEDMENT ONE BY WOOD INSTALLATION ANCHOR 3/16' DIAk TAPPER C 1) SHIM AS REQ'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX::F I I BUCK BY OTHERS (NOTE 6 & 7) <NDTE 12) o ALLOWABLE SHIM STACK TO BE 1/4". 2) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD & JAMBS. SHIM AS REQ'D. AE Anchor - 1/4' MAX. SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM 116 ADHESIVE CAULK OR: r Location o , RIGID VINYL (SEE NOTES) Above APPROVED EQUAL. APPLICATION OF VULKEM 116 ADHESIVE CAULK OR APPROVED GLAZING BEAD Meeting ' Rail. EQUAL AT FRAME SILL MUST COMPLY WITH SEALANT MANUFACTURER'S (TYP.) RECOMMENDATIONS. --_-_- 3) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL.AROUND EXTERIOR OF __ WINDOW FLANGE AND TO SEAL HEADS OF INSTALLATION FASTENERS. GLASS---- 4) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO —\ (TYP.)(SEE NOTES) --- - -- \ ----- ---------- APPLIES TO THE FLORIDA EXTRUDERS 1500 AND 2000 SERIES SINGLE HUNGS. 5) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. -. ;` FLANGE TYPE Anchor WINDOW FRAME Location JAMB CAULK BETWEEN Below ANCHOR INSTALLATION INSTRUCTIONS WINDOW FLANGE meeting & WOOD BUCK PERIMETER Rail - GENERAL: W W BY OTHERS o - E CONCRETE OR MASONRY OPENING BY OTHERS v (WINDOW WIDTH) 6) NAIL ATTACHMENT OF NON-STRUCTURAL ONE BY BUCK IS 4 FROM EACH CORN R STUCCO BY OTHERS CAULK BETWEEN AND 8" ON CENTER. USE A HARDENED "T-NAIL" WITH A 0.097" DIAMETER AND 1 3/8" WOOD BUCK & LENGTH (5/8" EMBEDMENT), A HARDENED "MASONRY NAIL" WITH A 0.148" DIAMETER SECTION B — B MAS'Y. OPENING AND 1 1/2" LENGTH (3/4" EMBEDMENT) OR EQUIVALENT FOR ALTERNATE SECTION IN BY OTHERS A-A/B-B, USE A 0.113" DIAMETER COMMON WIRE NAIL WITH A 3/4" EMBEDMENT OR CONCRETE OR EQUIVALENT FOR NAILING NON-STRUCTURAL ONE BY BUCK INTO A TWO BY MASONRY OPENING STRUCTURAL BUCK. BY OTHERS 3 23) HERS d 16A) rid 16A) y with or W/o one by wood bucks 7) APPLIES TO ALL NON-STRU(A URAL BUCKS Ltss I HAN 1 112 1 lil(-KNESJ. Nu I INTENDED TO LIMIT TO NOMINAL ONE BY WOOD BUCK ONLY. BUCKS GREATER THAN 1" NOMIMAL (3/4" THICK) AND LESS THAN 2" NOMINAL (1 1/2" THICK) WILL REQUIRE IVIL LENGTH SUFFICIENT TO MEET EMBEDMENT REQUIREMENTS OF NOTE 6. 8) ALL INSTALLATION ANCHORS MUST BE MADE OF CORROSION RESISTANT MATERIALS OR HAVE A CORROSION RESISTANT COATING APPLIED SUITABLE FOR THE ENVIRONMENT AND/OR FRAMING MATERIAL. WHERE ANCHORS ARE USED IN PRESSURE -PRESERVATIVE TREATED WOOD, THE WOOD SUPPLIER SHALL BE CONSULTED FOR RECOMMENDATION OF ANCHORS COMPATIBLE WITH THE PRESSURE -PRESERVATIVE TREATMENT PROCESS USED. 9) ALL FIELD SUPPLIED HOLES IN THE FRAME (IF REQUIRED) WILL BE 3/16" IN DIAMETER. 10) WOOD SCREWS SHALL MEET ANSI B18.6.1 DIMENSIONAL REQUIREMENTS. 11) IF WOOD TENDS TO SPLIT, PRE -BORE HOLES AS FOLLOWS: #8 WOOD SCREW - 1/8" DIA. PILOT HOLE & #10 WOOD SCREW - 9/64" DIA. PILOT HOLE (NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION). [SEE SHEET 2 FOR CONTINUATION OF NOTES] REV DESCRIPTION DATE INI INTERNATIO A F'LORIDA EXTRUDERS 2540 JEWETT LANE REVISED ANCHOR LOCATION 4/23/04 R JA CERTIFICATE OF AUTHORIZATION NO. 9235 SANFORD FLORIDA IN JAMB OF SIZE 37- NO CHANGE IN QUANTITY. TITLE: INSTALLATION DETAIL � 6 2444 E ADDED DISCLAIMER AND 7/29/04 R JA 'SG - L HUNG FLANGE WINDOWS - SERIES 1000, 1 500 & 2000 CLARIFIED LOCATION OF JAMB ANCHORS. DRAWN BY: B B APPROVED BY: R JA DATE:7/29/04 SCALE: NTS DWG.: ELEX0016, SHT I _�/ TAPPER LOCATION CHART CALL BUCK LOCATIONS IN HEAD LOCATIONS IN JAMB 30PsF TO 40PV 41 PsF TO 70PSF 30PsF TO 40PSF 41 PsF TO 70PsF SIZE SIZE 12 18 1/8 X 25 B 8 F,G F,G F.G F,G 13 18 1/8 X 37 3/8 B 8 B F.G F.G 14 145 18 1/8 X 49 5/8 18 1/8 X 55 1/4 B B B F,G F.G 15 18. 1/8 X 62 B B 8 F,G F,G F,G F.G.H.1 16 17 18 1/8 x 71 18 1/8 X 83 8 B 8 F,G F,G,J,K IH2 25 1/2 X 25 8 B F,G F.G F.G F.G 1H3 25 1/2 X 37 3/8 8 B B B F,G F.G.H.1 IH4 1H45 25 1/2 X 49 5/8 25 1/2 X 55 1/4 B B F.G F.G.H.1 1H5 25 1/2 X 62 B B F,G F.G.H.1 1 H6 25 112 x 71 B B F.G F.G,H,I 1H7 25 1/2 X 83 B B F,G,J,K F.G,J,K 30 1/2 X 26 29 1/2 x 25 B B F,G F.G. F,G F.G 30 1/2 X 38 3/8 29 1/2 X 37 3/8 B B 8 8 F,G F,G,H,1 30 1/2 X 50 5/8 29 1/2 X 49 5/8 B B F,G F.G.H.1 30 1/2 X 56 1/4 29 1/2 X 55 1/4 B 8 F.G F.G.H.1 30 1/2 X 63 30 1/2 X 72 29 1/2 X 62 29 1/2 X 71 B B F.G.H.1 F.G.H.1 30 1/2 X 84 29 112 X 83 B B F.G,J,K F,G,J,K 22 36 x 25 8 B F,G F,G 23 36 x 37 3/8 B B F,G F,G 24 36 x 49 5/8 B 8 F,G F,G,H.I 245 36 x 55 1/4 B B F,G F.G.H,I 25 36 x 62 8 B F.G.H.1 F.G,H.I 26 36 x 71 B B F,G.H.I D,E,F.G.H.1 27 36 x 83 8 B F G J K F,G,H,I,J,K 42 x 26 41 x 25 B B F.G F,G 42 x 38 3/8 41 x 37 3/8 8 B F.G F.G.H.1 42 x 50 5/8 41 x 49 5/8 B B F.G F.G,H.I 42 x 56 1/4 41 x 55 1/4 B B F.G.H.1 F.G,H,I 42 x 63 41 x 62 B 8 F.G.H.1 D,E.F.G,H,I 42 x 72 41 x 71 B B F.G,H.1 D.E.F,G•H,1 42 x 41 x 83 8 8 F G J K F,G.H,I.J,K .84 48 x 26 47 x 25 8 A.0 F.G F.G 48 x 38 3/8 47 x 37 3/8 B A.0 F.G F.G.H.1 48 x 50 5/8 47 x 49 5/8 B A.0 F.G F.G.H.1 48 x 56 1/4 47 x 55 1/4 8 A.0 F.G.H.1 F,G,H.1 48 x 63 47 x 62 B A,C F.G.H.1 D.E.F,G.H.1 48 x 72 47 x 71 B A.0 F,G.H,1 D.E.F.G,H.1 48 x 84 47 x 83 B A,C F•G.J,K D.E,F•G,H,I,J.K 32 52 1/8 x 25 B A,C F,G 33 52 _1/8 X 37 3/8 B A,C F.G F.G.H.1 34 52 1/8 X 49 5/8 8 A.0 F.G.H.1 F,G,H,I 345 52 1/8 x 55 1/4 8 A.0 F.G.H.1 D.E.F,G,H.I 35 52 1/8 X 62 8 A.0 F.G.H.1 D.E,F,G.H,I 36 52 1/8 X 71 8 A,C F.G.H.1 D.E.F,G.H,I . 37 52 1/8 X 83 .8 1 A,C F,G,J.K D.E,F.G,H.I,J.K • 37 SIZE NOT AVAILABLE IN 1 UUU UK 1 JVU JtKitJ. IMPORTANT INFORMATION & GENERAL NOTES (cont.) ANCHOR INSTALLATION INSTRUCTIONS (conL) 3/16" DIA. TAPPER CONCRETE SCREW (WITH NON-STRUCTURAL ONE BY WOOD BUCK): 12) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A NON-STRUCTURAL ONE BY WOOD BUCK (NOTE 7), USE A 3/16" DIA. TAPPER CONCRETE SCREW OF SUFFICIENT LTH. TO ACHIEVE MIN. EMBEDMENT OF 1-1/4" INTO MASONRY OR CONCRETE. 13) SEE THIS SHEET FOR TAPPER INSTALLATION ANCHOR LOCATION CHART. LETTER DESIGNATIONS ON THE TAPPER LOCATION CHART INDICATE WHERE TAPPER CONCRETE SCREWS ARE TO BE INSTALLED.WHEN USING THE EXTERIOR ELEVATION AS A KEY. 14) TAPPER (RAWL) CONCRETE SCREW MANUFACTURED BY POWERS FASTENING, INC. WILL BE USED. TAPCON (by ELCO TEXTRON INC.)- OR TTTEN (by SIMPSON STRONG -TIE) CAN BE SUBSTITUTED WITH THE FOLLOWING LIMITATIONS FOR THE SINGLE HUNG WINDOW SIZES (1) 18 1/8 x 62 AND (2) 30 1/2 x 84: a) LIMIT TO 65 PSF, OR b) INSTALL ONE ADDITIONAL FASTENER IN EACH JAMB OVER CHART REQUIREMENTS AT LOCATIONS H AND I. 15) ALL REMAINING FACTORY APPLIED INSTALLATION FASTENER HOLES NOT USED FOR TAPPER CONCRETE SCREW INSTALLATION SHOULD BE FILLED WITH #8 WOOD SCREWS OF SUFFICIENT LTH. TO PROVIDE MIN. 5/8 IN. EMBEDMENT INTO WOOD BUCK. VIEWED FROM IEXTERIOR (ANCHOR LOCATIONS) W.W. A B C D J W.H. F H ELEVATION E K #10 WOOD SCREW (WITH STRUCTURAL TWO BY WOOD BUCK AND OPTIONAL ONE BY WOOD BUCK - SECTION A -A ALTERNATE ILLUSTRATES THIS OPTION, SIMILAR FOR SECTION B-B): 16) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A STRUCTUAL TWO BY WOOD BUCK, USE #10 WOOD SCREWS (ANSI 618.6.1) OF SUFFICIENT LENGTH TO ACHIEVE 1-3/8" MIN. EMBEDMENT INTO THE TWO BY WOOD BUCK. 16A) IF A TWO BY & ONE BY WOOD BUCK ARE USED (SEE SECTION A -A ALTERNATE, SIMILAR FOR SECTION B-B), THEN #10 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1-3/8" MIN. EMBEDMENT INTO THE TWO BY WOOD BUCK WILL BE USED AND THE ONE BY WOOD BUCK WILL BE SECURED TO THE TWO BY WOOD BUCK AS REQUIRED IN NOTE 6 & 7. 17) #10 WOOD SCREWS SHALL BE INSTALLED AT ALL FACTORY APPLIED INSTALLATION FASTENER HOLE LOCATIONS. 18) WOOD SCREWS SHALL NOT BE USED TO FASTEN ASSEMBLY INTO THE END GRAIN OF WOOD. G DESIGN PRESSURE RATING & FBC REQUIREMENTS N 19) IF EXACT WINDOW SIZE IS NOT LISTED IN TAPPER ANCHOR CHART FOR NON-STRUCTURAL BUCK INSTALLATION, USE ANCHOR QUANTITY LISTED FOR NEXT LARGER SIZE, FOR THE APPROPRIATE DESIGN PRESSURE REQ'D. I 20) INSTALLATIONS DEPICTED IN THESE INSTRUCTIONS ACCEPTABLE FOR DESIGN PRESSURES TO 70 PSF FOR THE WINDOW SIZES SHOWN IN THE CHART. DESIGN PRESSURES (D.P_) SHOWN ARE POSITIVE AND NEGATIVE. 21) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. 22) COMPLIES WITH FBC, CHAPTER 17 SECTIONS 1707.4.4.1 FOR ANCHORING REQUIREMENTS, 1707.4.4.2 FOR MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATES AND 1707.4.4.3 FOR WOOD OR APPROVED FRAMING MEMBERS, MARCH 1, 2002. 23) TWO BY WOOD BUCK AND/OR FRAMING AT THE HEAD AND JAMBS TO BE SECURELY FASTENED TO TRANSFER THE LOAD TO THE MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE PER FBC, SECTION 1707.4.4.2 AND THE ENGINEER OF RECORDS DETAILS. EV FLORIDA EXTRUDERS INTERNATIONAL, LANE B CERTIFICATE OF AUTHORIZATION NO. 9235 SANFORD FLORIDA C D TITLE: INSTALLATION DETAIL E SGL. HUNG FLANGE WINDOWS - SERIES 1000 , 1500 & 2000 DRAWN BY: R JA APPROVED BY:R JA DATE:7/29/04 SCALE: NTS DWG._FLEX0016, SHT 2 OF 2 CAULK BETWEEN WINDOW FIN & SHEATHING INSTALLATION ANCHOR #8 WOOD SCREW SHOWN STUCCO BY OTHERS WINDOW HEIGHT GLAZII (SEI PERIMETE CAUL BY OTHEF INSTALLATION ANCHOR #8 WOOD SCREW SHOWN STUCCO BY OTHERS CAULK BETWEEN WINDOW FIN GLAZING (TYP.) (SEE NOTES) 1/4" MAX. SHIM SPACE FIN TYPE FIN TYPE WINDOW FRAME WINDOW FRAME HEADER JAMB PERIMETER GLAZING (TYP.) CAULK (SEE NOTES) BY OTHERS FWINDOW WIDTH A—*i ANCHOR SPACING (SEE BELOW WINDOW } HEIGHT EMBEDMENT (WOOD SCREW) SHEATHING BY OTHERS CAULK BETWEEN WINDOW FIN & SHEATHING INSTALLATION ANCHOR 148 WOOD SCREW SHOWN STUCCO BY OTHERS SECTION B-B EQUALLY SPACE ANCHORS (TYP.) N TYPE ANCHOR A 6" MAX. [NDOW FRAME SPACING (TYP.) ILL (SEE BELOW) 6" MAX. (TYP.) MARBLE SILL ELEVATION STOOL BY OTHERS VIEWED FROM EXTERIOR HEAD SILL & JAMB ANCHOR SPACING (TO 70 PSF D.P.) & SHEATHING BY OTHERS �� Imo— I -MIN. SECTION A -A (WOODBEDMENT SCREW) WOOD SCREW: 24" O.C. MAX. (TYP.) TWO BY WOOD --------------- BY OTHERS NAIL= 7" O.C_ MAX. FOR JAMBS AND 10" O.C. MAX. FOR HEAD & SILL N W f� a a' 06 '^ z o w O N > Z aw ,DEC 1 6 2004 � w � a W og 0:� REV DESCRIPTION C REVISED NOTE 6. REVISED NOTE 7 AND TITLE TO REFLECT NAIL ALTERNATE. D I ADDED DISCLAIMER. products and must be followed fully. GENERAL INSTALLATION INSTRUCTIONS 1) SHIM AS REQ'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4". APPLY A BEAD OF VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL AT THE FASTENER LOCATION PRIOR TO INSERTING THE SHIM TO ADHERE THE SHIM TO THE SUBSTRATE AND/OR WINDOW FRAME. FULL BEARING BETWEEN THE SHIM, SUBSTRATE AND WINDOW FRAME ARE REQUIRED. 2) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FIN AT HEAD, SILL & JAMBS. 3) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FRAME. 4) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 1500 AND 2000 SERIES SINGLE HUNGS. 5) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. ANCHOR INSTALLATION INSTRUCTIONS GENERAL: 6) ALL INSTALLATION ANCHORS MUST BE MADE OF CORROSION RESISTANT MATERIALS OR HAVE A CORROSION RESISTANT COATING APPLIED SUITABLE FOR THE ENVIRONMENT AND/OR FRAMING MATERIAL. WHERE ANCHORS ARE USED IN PRESSURE -PRESERVATIVE TREATED WOOD, THE WOOD SUPPLIER SHALL BE CONSULTED FOR RECOMMENDATION OF ANCHORS COMPATIBLE WITH THE PRESSURE -PRESERVATIVE TREATMENT PROCESS USED. 7) ALL FIELD SUPPLIED HOLES IN THE FRAME (IF REQUIRED) WILL BE: a) 3/16" IN DIAMETER FOR #8 WOOD SCREWS, AND b) THE SHANK DIAMETER OF THE NAIL ROUNDED UP TO THE NEXT STANDARD DESIGNATION DRILL BIT SIZE. 8) WOOD SCREWS SHALL MEET ANSI B18.6.1 DIMENSIONAL REQUIREMENTS. 9) NAILS SHALL MEET ASTM F 1667, "STANDARD SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES." 10) IF WOOD TENDS TO SPLIT, PRE -BORE HOLE AS FOLLOWS (PER NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION REQUIREMENTS): a) #8 WOOD SCREWS - 1/8" DIA. PILOT HOLE. b) 0.113" DIA. NAILS - #44 DRILL SIZE PILOT HOLE. c) OTHER NAIL DIAMETER PILOT HOLES NOT EXCEEDING 75% OF THE NAIL'S DIAMETER AS REQUIRED. 11) WOOD SCREW AND NAIL WITHDRAWAL VALUES USED TO GENERATE FASTENING REQUIREMENTS ARE BASED ON SOUTHERN PINE WITH A SPECIFIC GRAVITY OF 0.55. 12) WOOD SCREWS=AND NAILS SHALL NOT BE MIXED TO FASTEN THE SAME ASSEMBLY. 13) WOOD SCREWS AND;NAILS SHALL NOT BE USED TO FASTEN ASSEMBLY INTO THE END GRAIN OF WOOD. [SEE SHEET 2 FOR'CONTINUATION OF NOTES] DATE INI FLORIDA EXTRUDERS INTERNATIONAL, LANE 2/10/03 RJA CERTIFICATE OF AUTHORIZATION NO. 9235 SANFORD FLORIDA TITLE: INSTALLATION DETAIL W/08 SCREWS OR NAILS 7i29iO4 R J A SINGLE HUNG FIN WINDOW - SERIES 1000,1500, & 2000 DRAWN BY: BB APPROVED BY: RJA DATE:7/29/04 SCALE: N. T. S. DWG.:FLEX0026 SHT 1 OF 2' '14. #8- WOOD SCREW INSTALLATION ANCHOR CHART -:---#-8 WOOD SCREW INSTALLATION ANCHOR CHART QUANTITY IN QUANTITY IN QUANTITY IN QUANTITY IN CALL WINDOW HEAD & SILL EACH JAMB CAFE WINDOW HEAD & SILL EACH JAMB SIZE SIZE SIZE SIZE UP TO 70 PSF UP TO 70 PsF UP TO 70 PSF UP TO 70 PsF 2024 2030 2038 2040 2044 2050 2060 23 1/2 X 27 1/2 23 1/2 X 35 1/2 23 1/2 X 43 1/2 23 1/2 X 47 112 23 1/2 X 51 1/2 23 1/2 X 59 1/2 23 1/2 X 71 1/2 2 2 2 2 2 2 2 2 2 3 3 3 3 4 12 13 14 145 15 16 17 18 1/8, X 25 18 1/8 X 37 3/8 18 1/8 X 49 5/8 18 1/8 X 55 1/4 18 1/8 X 62 18, 1/8 X 71 18 1/8 X 83 2 2 2 2 2 2 2 �t 2 3 3 3 4 4 4 1H2 1H3 25 1/2 X 25 25 1/2 X 37 3/8 2 2 2 3 2070 23 1/2 X 83 1/2 2 4 2424 27 1/2 X 27 1/2 2 2 2430 27 1/2 X 35 1/2 2 2 1H4 25 1/2 X 49 5/8 2 3 2438 27 1/2 X 43 1/2 2 3 1H45 25 1/2 X 55 1/4 2 3 2440 27 1/2 X 47 1/2 2 3 1H5 25 1/2 X 62 2 4 2444 27 1/2 X 51 1/2 2 3 1H6 25 1/2 X 71 2 4 2450 27 1/2 X 59 1/2 2 3 1117 25 112 X 83 2 4 30 1/2 x 26 30 1/2 x 38 3/8 30 1/2 x 50 5/8 30 1/2 x 56 1/4 30 1/2 x 63 30 1/2 x 72 30 112 x 84 29 1/2 X 25 29 1/2 X 37 3/8 29 1/2 X 49 5/8 29 1/2 X 55 1/4 29 1/2 X 62 29 1/2 X 71 29 1/2 X 83 2 2 2 2 2 2 2 2 3 3 3 4 4 4 2460 2470 27 1/2 X 71 1/2 27 1/2 X 83 112 2 2 4 4 2824 2830 2838 2840 2844 31 1/2 X 27 1/2 31 1/2 X 35 1/2 31 1/2 X 43 1/2 31 1/2 X 47 1/2 31 112 X 51 1/2 2 2 2 2 2 2 2 3 3 3 2850 2860 2870 31 1/2 X 59 1/2 31 1/2 X 71 1/2 31 112 X 83 112 2 2 2 3 4 4 22 23 .24 245 25 36 X 25 36 X 37 3/8 36 X 49 5/8 36 X 55 1/4 36 X 62 2 2 2 2 2 3 3 3 4 3024 3030 35 1/2 X 27 1/2 35 112 X 35 1/2 2 2 2 2 3038 3040 35 1/2 X 43 1/2 35 1/2 X 47 1/2 2 2 3 3 26 27 36 X 71 36 X 83 2 2 4 4 3044 3050 35 112 X 51 1/2 35 1/2 X 59 1/2 2 2 3 3 42 x 26 42 x 38 3/8 41 X 25 41 X 37 3/8 3 3 2 3 3060 3070 35 1/2 X 71 1/2 35 1/2 X 83 1/2 2 2 4 4 42 x 50 5/8 42 x 56 1/4 42 x 63 42 x 72 42 x 84 41 X 49 5/8 41 X 55 1/4 41 X 62 41 X 71 41 X 83 3 3 3 3 3 3 3 4 4 4 3424 3430 3438 39 1/2 X 27 1/2 39 1/2 X 35 1/2 39 1/2 X 43 1/2 3 3 3 2 2 3 3440 3444 39 1/2 X 47 1/2 39 1/2 X 51 1/2 3 3 3 3 48 x 26 48 x 38 3/8 47 X 25 47 X 37 3/8 3 3 2 3 3450 3460 3470 39 1/2 X 59 1/2 39 1/2 X 71 1/2 39 1/2 X 83 1/2 3 3 3 3 4 4 48 x 50 5/8 48 x 56 1/4 48 x 63 48 x 72 48 x 84 47 X 49 5/8 47 X 55 1/4 47 X 62 47 X 71 47 X 83 3 3 3 3 3 3 3 4 4 4 3824 3830 3838 43 1/2 X 27 1/2 43 1/2 X 35 1/2 43 1/2 X 43 1/2 3 3 3 2 2 3 32 52 1/8 X 25 3 2 3840 43 1/2 X 47 1/2 3 3 33 52 1/8 X 37 3/8 3 3 3844 43 1/2 X 51 1/2 3 3 34 52 1/8 X 49 5/8 3 3 3850 43 1/2 X 59 1/2 3 3 345 52 1/8 X 55.1/4 3 3 3860 43 1/2 X 71 1/2 3 4 35 52 1/8 X 62 3 4 3870 43 1/2 X 83 1/2 3 4 36 . 37 52 1/8 X 71 52 1/8 X 83 3 3 4 4 4024 4030 47 1/2 X 27 1/2 47 1/2 X 35 1/2 3 3 - 2 2 4038 47 112 X 43 1/2 3 3 • 37 SIZE NOT AVAILABLE IN 1000 OR 1500 SERIES 4040 47 1/2 X 47 1/2 3 3 4044 47 112 X 51 1/2 3 3 4050 47 1/2 X 59 1/2 3 3 4060 47 1/2 X 71 1/2 3 4 407Q 47 1/2 X 83 1/2 3 4 IMPORTANT INFORMATION & GENERAL NOTES (cont.) ANCHOR INSTALLATION INSTRUCTIONS (cont) #8 WOOD SCREWS: 14) SEE THIS SHEET FOR #8 WOOD SCREW INSTALLATION ANCHOR CHART. 15) #8 WOOD SCREW MUST BE OF SUFFICIENT LENGTH TO ACHIEVE MINIMUM EMBEDMENT OF 1" INTO THE TWO BY WOOD FRAMING. 16) SPACING OF WOOD SCREWS SHALL BE: a) 6" FROM EACH CORNER OF THE HEAD, SILL AND JAMBS, AND b) EVENLY SPACED BETWEEN CORNER ANCHORS BUT NOT EXCEEDING 24" O.C. SPACING IN HEAD, SILL AND JAMBS. NAILS: 17) NAILS SHALL MEET THE FOLLOWING REQUIREMENTS: a) 0.113" DIAMETER OR GREATER, b) SUFFICIENT LENGTH TO ACHIEVEMINIMUM EMBEDMENT OF 1 7/8" INTO THE TWO BY WOOD FRAMING (GENERALLY, NAIL 2 3/8" LENGTH OR GREATER SHALL MEET THIS REQUIREMENT), c) HELICAL (SCREW) OR ANNULAR (RING) SHANK STYLE ONLY, AND d) MANUFACTURER SHALL BE LISTED IN NATIONAL EVALUATION SERVICES, INC.'S NATIONAL EVALUATION REPORT, NER-272. 18) MANUFACTURER'S NAILS MEETING THESE REQUIREMENTS ARE (BUT NOT LIMITED TO) THE FOLLOWING: a) PASLODE DEFORMED SHANK NAIL, NO. 404947, 404537, 650111 AND 6S0148. b) DURO-FAST DEFORMED SHANK NAIL NO. 325. 19) SPACING OF NAILS SHALL BE: a) 6" FROM EACH CORNER OF THE HEAD, SILL AND JAMBS, AND b) EVENLY SPACED BETWEEN CORNER ANCHORS AND NOT EXCEEDING 7" O.C. SPACING FOR THE JAMBS AND 10" O.C. SPACING FOR THE HEAD AND SILL_ DESIGN PRESSURE RATING & FBC REQUIREMENTS 20) IF EXACT WINDOW SIZE IS NOT LISTED IN WOOD SCREW ANCHOR CHART, USE ANCHOR QUANTITY LISTED FOR NEXT LARGER SIZE. 21) INSTALLATIONS DEPICTED IN THESE INSTRUCTIONS ACCEPTABLE FOR DESIGN PRESSURES TO 70 PSF FOR WINDOW SIZES SHOWN IN CHART WITH SPACINGS SHOWN. DESIGN PRESSURES (D.P.) SHOWN ARE POSITIVE AND NEGATIVE. 22) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. 23) COMPLIES WITH CHAPTER 17 SECTIONS 1707.4.4.1 FOR ANCHORING REQUIREMENTS AND 1707.4.4.3 FOR WOOD OR APPROVED FRAMING MEMBERS, MARCH 1,2002. RFLORIDA EXTRUDERS INTERNATIONAL,2540 FEWETT LANE B CERTIFICATE OF AUTHORIZATION NO. 9235 SANFORD FLORIDA C TITLE: INSTALLATION DETAIL W/148 SCREWS OR NAILS D SINGLE HUNG FIN WINDOW — SERIES 1000,1500, & 2000 DRAWN BY.- BB APPROVED BY: RJA DATE:7/29/04 SCALE` NTS DWG.: FLEX0026 SHT 2 OF 2 SHEATHING BY OTHERS STUCCO —i OR SIDING BY OTHERS PERIMETER CAULK BY OTHERS SHIM AS RE'Q'D (SEE NOTES) -CAULK BETWEEN DOOR FLANGE & SHEATHING / CAULKING AT FASTENER HOLES REQUIRED (SEE NOTE 2). SLIDING GLASS DOOR FRAME SILL 1/4' MAX SHIM SPACE D a 4 n INSTALLATION ANCHOR #8 WOOD SCREW W/PLASTIC ANCHOR (TYP. WHERE TAPPERS ARE NOT REQ'D. SEE NOTE 20) LIBERALLY APPLY CAULKING UNDER SILL OR SET SILL IN BED OF CONCRETE (SEE NOTE 2). SHIM AS REQUIRED (SEE NOTE 1)_ INSTALLATION ANCHOR #8 WOOD SCREW (NOTE 21) TWO BY WOOD BY OTHERS (NOTE 6) �— DOOR WIDTH SLIDING GLASS DOOR FRAME JAMB 1/4' MAX. SHIM SPACE I-1/8' MIN.-' EMBEDMENT SLIDING GLASS DOOR FRAME HEAD TEMPERED GLASS (TYP.) DOOR HEIGHT CAULKING REQUIRED (SEE NOTE 2). EMBEDMENT 0 1-1/4' MIN. a o 0 1 INSTALLATION ANCHOR 3/16' DIA. TAPPER (NOTE 15) CONCRETE OR MASONRY OPENING BY OTHERS TEMPERED GLASS (TYP.) PERIMETER CAULK BY OTHERS SECTI❑N B-B 1/4' MAX. SHIM SPACE 1-1/8 MIN. EMBEDMENT TWO BY WOOD BY OTHERS (NOTE 6) SHIM AS REQ'D. (SEE NOTES) TWO BY WOOD BY OTHERS (NOTE 6) INSTALLATION ANCHOR #8 WOOD SCREW (TYP_) (NOTE 21) (ANCHORS SHOWN IN SAME PLANE FOR CLARITY ONLY. HOOK STRIP ANCHOR HOLES SPACED 2' APART ON OPPOSITE FLANGES.) SLIDING GLASS DOOR HOOK STRIP INSTALLATION ANCHOR 08 WOOD SCREW (NOTE 21) STUCCO OR SIDING BY OTHERS EXTERIOR ELEVATION 2 PANEL DOOR SHOWN (SEE NOTES 8, 9 & 10) CAULK BETWEEN DOOR FLANGE & SHEATHING SHEATHING BY OTHERS TEMPERED — GLASS (TYP.) CAULK BETWEEN HOOK STRIP & WOOD BUCK 11/8' MIN. E BEDMENT (TYP.) 3/4' MAX. SHEATHING BY OTHERS SLIDING GLASS DOOR INTERLOCK HDOK STRIP DETAIL Disclaimer: The purpose of this installation drawing is to present the manufacturer's recommendations for anchorage (i.e., concrete screws and wood screws) to achieve the design pressure specified on the C fenestration product as required by Florida Building Code, Section 1707.4.4, Anchorage Methods. Recommendations regarding flashing, sealing, sealants or other joint sealant practices does not constitute a warranty either expressed or implied_ IMPORTANT INFORMATION & GENERAL NOTES These notes are provided to ensure proper installation of Florida Extruders Milestone products and must be followed fully. GENERAL INSTALLATION INSTRUCTIONS 1) SHIM AS REQ'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4". LOAD BEARING SHIM AT SILL MUST BE PRESSURE TREATED WOOD OR PLASTIC AND MUST BE COMPLETELY ENCAPSULATED IN CAULKING OR SET INTO WET CONCRETE. 2) USE SILICONIZED ACRYLIC CAULK BEHIND DOOR FLANGE AT HEAD & JAMBS. LIBERALLY APPLY SILICONIZED ACRYLIC CAULKING UNDER SILL OR SET SILL IN BED OF WET CONCRETE. CAULK BETWEEN BACK CORNER OF SILL RISER AND CONCRETE. CAULK ALL FASTENER HOLES PRIOR TO INSTALLING FASTENER AND AROUND HEAD AFTER INSTALLATION. 3) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF DOOR AND BETWEEN HOOK STRIP & BUCK FOR POCKET DOORS. 4) JAMB AND SILL CORNERS ARE TO BE SEALED WITH A SMALL JOINT SEAM SEALER- S) DOOR FRAME MATERIAL: ALUMINUM ALLOY 6063. 6) TWO BY WOOD BUCK AND/OR FRAMING AT THE HEAD, JAMB AND HOOKSTRIP TO BE SECURELY FASTENED TO TRANSFER THE LOAD TO THE WOOD OR APPROVED FRAMING MEMBERS PER FBC, SECTION 1707.4.4.3 AND THE ENGINEER OF RECORD'S DETAILS. [SEE SHEET 2 FOR CONTINUATION OF NOTES] REV DESCRIPTION DATE INITERNATIONAL, INC. REWSED NOTES,. 2. 3. 6. A,. 20. FLORIDAFO R'IDA- EXTRUDERS -2540 JEWETT LANE / B 25 h JO AND ADDED AND/OR 12/18/03 RJA CERTIFICATE OF AUTHORIZATION No. 9235 SANFORD FLORIDA REWSED RELATED REFERENCES AND/ORAND ELATED ILLNS. ADDED NOTE TITLE: SLIDING GLASS DOOR 500, 1000 & 2000 //�� zo um RELATED ,LLDsrRAT,oNs. DEC 1F� 2 TO 29DERED VISES 8 TO 10 E T V TOSEAND S REVOREFERENCESr0 FRAME INSTALLATION WITH #8 SCREWS THESE NOTES- REv,SED TAPPER$ FOR 9OXX 3-PANEL DOORS. C (ADDED D,SCL.WAAER. 17/29/04 RJA I DRAWN BY: BB I APPROVED BY: RJA SECTION A -A TE: 7/29/04 SCALE: NTS 1DWG # S ANCHOR INSTALLATION CHART Nominal Door Size and Configuration Door Size REQUIRED QUANTITIES OF ANCHORS HEAD #8 WS ( ) (TAPPER) SILL TAPPER JAMBS (#8 WS) HOOK STRIP (118 WS) TO 45 PSF 46 PSF TO 60 PSF 61 PSF TO 70 PSF TO 45 PSF 46 PSF TO 60 PSF 61 PSF TO 70 PSF TO 70 PSF TO 70 PSF 4068 XX, OX, XO 48 x 80 6 6 6 3 3 3 8 8 5068 XX, OX. XO 60 x 80 6 6 6 3 3 3 8 8 6068 XX, OX, XO 72 x 80 8 8 8 4 4 4 8 8 8068 XX, OX, XO 96 x 80 10 10 10 5 5 5 8 8 10068 XX OX XO 120 x 80 12 12 12 6 6 7 (131) 8 8 5080 XX, OX, XO 60 x 96 6 6 6 3 3 3 10 10 6080 XX, OX, XO 72 x 96 8 8 8 4 4 4 10 10 8080 XX, OX, XO 96 x 96 10 10 10 5 5 5 10 10 10080 XX OX XO 120 x 96 12 12 12 6 6 7 (D1) 10 10 50100 XX, OX, XO 60 x 120 6 6 6 3 3 3 12 12 60100 XX, OX, XO 72 x 120 8 8 8 4 4 4 12 12 80100 XX OX XO 96 x 120 10 10 10 5 5 6 12 12 9068 OXO 109 1/8 x 80 12 12 12 6 6 6 8 8 12068 OXO 145 118 x 80 14 14 14 7 7 9 D2 8 8 15068 OXO 181 1/8 x 80 16 16 16 8 10 (D2) 11 (D3) 8 8 9080 OXO 109 1/8 x 96 12 12 12 6 6 6 10 10 12080 OXO 145 1/8 x 96 14 14 14 7 8 D1 9 132 10 10 15080 OXO 181 1/8 x 96 16 16 18 1 8 11 13 10 10 90100 OXO 109 1/8 x 120 12 12 12 6 6 6 12 12 120100 OXO 145 1/8 x 120 14 14 14 7 9 (D2) 10 (D3) 12 12 9068 XXX 106 5/8 x 80 12 12 12 6 6 6 8 8 12068 XXX 142 5/8 x 80 14 14 14 7 7 8 D1 8 8 15068 XXX 178 5/8 x 80 16 16 16 8 10 (D2) 11 (133) 8 8 9080 XXX 106 5/8 x 96 12 12 12 6 6 6 10 10 12080 XXX 142 5/8 x 96 14 14 14 7 8 D 1) . 9 D2 10 10 15080 XXX 178 518 x 96 16 16 17 8 11 (133) 13 10 10 90100 XXX 106 5/8 x 120 12 12 12 6 6 6 12 12 120100 XXX 142 5/8 x 120 14 14 14 7 9 (D2) 10 (D3) 12 12 10068 OXXO 119 5/8 x 80 12 12 12 6 6 7 D1) 8 8 12068 OXXO 143 5/8 x 80 14 14 14 7 7 8 D1 8 8 16068 OXXO 191 5/8 x 80 18 18 18 9 10 (D1) 12 (D3) 8 8 10080 OXXO 119 5/8 x 96 12 12 12 6 6 7 D 1), 10 10 12080 OXXO 143 5/8 x 96 14 14 14 7 8 D1 9 (D2) 10 10 16080 OXXO 191 5/8 x 96 18 18 19 9 12 (D3) 14 (D5) 10 10 100100 OXXO 119 5/8 x 120 12 12 12 6 6 7 (D1) 12 12 120100 OXXO 143 5/8 x 120 14 14 14 7 9 (D2) 10 D3 12 12 160100 OXXO 191 5/8 x 120 18 19 22 10 (Di) 13 (134) 16 (D7) 12 12 10068 XXXX 117 114 x 80 12 12 12 6 6 6 8 8 12068 XXXX 141 1/4 x 80 14 14 14 7 7 8 131 8 8 16068 XXXX 189 114 x 80 16 16 16 9 (D1) 10 (D2) 12 (134) 8 8 10080 XXXX 117 1/4 x 96 12 12 12 6 6 7 D1 10 10 12080 XXXX 141 1/4 x 96 14 14 14 7 1 8 D1 9 132 10 10 16080 XXXX 189 1/4 x 96 16 16 19 9 (131) 12 (D4) 13 (D5) 10 10 100100 XXXX 117 1/4 x 120 12 12 12 6 6 7 D1 12 12 120100 XXXX 141 1/4 x 120 14 14 14 7 8 131 10 D3 12 12 160100 XXXX 189 1/4 x 120 16 18 21 10 (D2) 13 (135) 15 (D7) 12 12 ANCHOR INSTALLATION CHART NOTES: 1) IN SOME CASES TAPPERS ARE REQ'D. IN BOTH FACTORY APPLIED INSTALLATION HOLES - "DI" THROUGH "D7" DESIGNATES IN WHICH SIZE & CONFIGUREATIONS TWO TAPPERS ARE REQ'D. 2) "Di" MEANS, INSTALL TWO TAPPERS IN ONE SET OF INSTALLATION HOLES. 3) "D2" MEANS, INSTALL TWO TAPPERS IN TWO SETS OF INSTALLATION HOLES_ 4) "D3" MEANS, INSTALL TWO TAPPERS IN THREE SETS OF INSTALLATION HOLES. 5) "134" MEANS, INSTALL TWO TAPPERS IN FOUR SETS OF INSTALLATION HOLES. 6) "D5" MEANS; INSTALL TWO TAPPERS IN FIVE SETS OF INSTALLATION HOLES_ 7) "D6" MEANS, INSTALL TWO TAPPERS IN SIX SETS OF INSTALLATION HOLES_ 8) "D7" MEANS, INSTALL TWO TAPPERS IN SEVEN SETS OF INSTALLATION HOLES. 9) LOCATION OF ADDITIONAL TAPPERS IN SILL SHOULD BE PRIORITIZED AS FOLLOWS_ A- FIRST ADJACENT TO INTERLOCK OR BUTT STILES IN SILL. B: SECONDLY, AT EACH END OF SILL NEAR JAMB CORNER, IF NEEDED_ C: LOCATIONS IN SILL OTHER THAN AS LISTED IN A & B_ IMPORTANT INFORMATION & GENERAL NOTES (coat.) GENERAL INSTALLATION INSTRUCTIONS (conL) 7) FLORIDA EXTRUDERS 1000 SERIES SLIDING GLASS DOOR IS SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 500 AND 2000 SLIDING GLASS DOORS. 8) WHERE "X" REPRESENTS MOVING PANEL AND "O" REPRESENTS FIXED PANEL, APPROVED CONFIGURATIONS ARE AS LISTED ON THE ANCHOR INSTALLATION CHART. 9) NOT ALL CONFIGURATIONS LISTED ON THE ANCHOR CHART ARE SHOWN ON THIS DRAWING, HOWEVER INSTALLATION SECTIONS "A -A", "B-B" & HOOK STRIP DETAIL APPLY TO INSTALLATION OF ALL APPROVED CONFIGURATIONS. 10) FOR POCKET DOOR SIZES, USE CLOSEST BYPASS DOOR SIZE AND CONFIGURATION TO FINISHED OPENING. ANCHOR INSTALLATION INSTRUCTIONS GENERAL: 11) ALL INSTALLATION ANCHORS MUST BE MADE OF CORROSION RESISTANT MATERIALS OR HAVE A CORROSION RESISTANT COATING APPLIED SUITABLE FOR THE ENVIRONMENT AND/OR FRAMING MATERIAL WHERE ANCHORS ARE USED IN PRESSURE -PRESERVATIVE TREATED WOOD, THE WOOD SUPPLIER SHALL BE CONSULTED FOR RECOMMENDATION OF ANCHORS COMPATIBLE WITH THE PRESSURE -PRESERVATIVE TREATMENT PROCESS USED. 12) ALL FIELD SUPPLIED HOLES IN THE FRAME (IF REQUIRED) WILL BE 3/16" IN DIAMETER. 13) WOOD SCREWS SHALL MEET ANSI 618.6-1 DIMENSIONAL REQUIREMENTS. 14) IF WOOD TENDS TO SPLIT, PRE -BORE HOLES AS FOLLOWS: #8 WOOD SCREW - 1/8" DIA. PILOT HOLE & # 10 WOOD SCREW - 9/64" DIA. PILOT HOLE (NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION)- 3/16- DIA. TAPPER CONCRETE SCREW (SILL): 15) WHERE DOOR IS INSTALLED ON A MASONRY OR CONCRETE SILL, USE A 3/16" DIA. TAPPER CONCRETE SCREW OF SUFFICIENT LTH. TO ACHIEVE MIN. EMBEDMENT OF 1-1/4" INTO MASONRY OR CONCRETE. 16) SEE ANCHOR INSTALLATION CHART THIS SHEET FOR TAPPER REQUIREMENTS. 17) INSTALL. ONE TAPPER IN EACH PAIR OF FACTORY APPLIED INSTALLATION HOLES UNLESS NOTED OTHERWISE ON ANCHOR INSTALLATION CHART. 18) ALTERNATE TAPPER INSTALLATION ANCHORS FRONT TO BACK IN SILL FRAME MEMBERS. 19) TAPPER (RAWL) CONCRETE SCREW MANUFACTURED BY POWERS FASTENING, INC. WILL BE USED. TTTEN (by SIMPSON STRONG -TIE) CAN BE SUBSTITUTED. 20) ALL REMAINING FACTORY APPLIED INSTALLATION FASTENER HOLES IN THE SILL NOT USED FOR TAPPER CONCRETE SCREW INSTALLATION SHALL BE ANCHORED WITH "BANTAM PLUG" OR "FLUTED" PLASTIC ANCHORS MANUFACTURED BY POWERS FASTENING, INC. (OR EQUIVALENT) AND #8 WOOD SCREWS OF SUFFICIENT LTH. TO PROVIDE MIN. 7/8 IN. EMBEDMENT INTO THE CONCRETE OR MASONRY. #8 WOOD SCREW (WITH STRUCTURAL TWO BY WOOD BUCK FOR HEAD, JAMBS AND POCKET DOOR HOOK STRIP): 21) WHERE HEAD, JAMBS AND POCKET DOOR HOOK STRIP IS INSTALLED IN MASONRY OPENING WITH A STRUCTUAL TWO BY WOOD BUCK, USE #8 WOOD SCREWS (ANSI 618.6.1) OF SUFFICIENT LENGTH TO ACHIEVE 1-1/8" MIN. EMBEDMENT INTO THE TWO BY WOOD BUCK RECEIVING THE POINT. 22) SEE ANCHOR INSTALLATION CHART THIS SHEET FOR #8 WOOD SCREW REQUIREMENTS IN HEAD, JAMBS AND HOOK STRIP. 23) WOOD SCREWS SHALL NOT BE USED TO FASTEN HEAD, JAMBS OR HOOK STRIP INTO THE END GRAIN OF WOOD. 24) WOOD SCREW WITHDRAWAL VALUES USED TO GENERATE FASTENING REQUIREMENTS FOR THE POCKET DOOR HOOK STRIP ONLY ARE BASED ON A SPECIFIC GRAVITY OF 0.55 FOR SOUTHERN PINE. 25) ALL REMAINING FACTORY APPLIED INSTALLATION FASTENER HOLES NOT USED FOR #8 WOOD SCREW (1 1/8" MIN. EMS.) INSTALLATION SHALL BE ANCHORED WITH #8 WOOD SCREWS OF SUFFICIENT LTH. TO PROVIDE MIN. 5/8 IN. EMBEDMENT INTO WOOD BUCK. DESIGN PRESSURE RATING & FBC REQUIREMENTS 26) IF EXACT DOOR SIZE IS NOT LISTED IN ANCHOR INSTALLATION CHART FOR NON-STRUCTURAL BUCK INSTALLATION, USE ANCHOR QUANTITY LISTED FOR NEXT LARGER SIZE, FOR THE APPROPRIATE DESIGN PRESSURE REQ'D. 2NG7) INSTALLATIONS DEPICTED IN THESE INSTRUCTIONS ACCEPTABLE FOR DESIGN PRESSURES TO 70 PSF FOR THE DOOR SIZES SHOWN IN THE CHART. DESIGN PRESSURES (D.P.) SHOWN ARE POSITIVE AND NEGATIVE. 28) DOOR UNIT IS APPROVED USING TEMPERED GLASS IN SINGLE GLAZED OR INSULATING GLASS: 29) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. 30) COMPLIES WITH FBC, CHAPTER 17 SECTIONS 1707.4.4.1 FOR ANCHORING REQUIREMENTS, 1707.4.4.2 FOR MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATES AND 1707.4.4.3 FOR WOOD OR APPROVED FRAMING MEMBERS, MARCH 1, 2002. Ev FLORIDA EXTRUDERS INTERNATIONAL, TTLINE CERTIFICATE OF AUTHORIZATION Na 9235 SANFORD FLORIDA B TITLE: SLIDING GLASS DOOR 500, 1000 & 2000 FRAME INSTALLATION WITH #8 SCREWS DRAWN BY: BB APPROVED BY: RJA DATE:7/29/04 SCALE:NTS DWG #:FEEX0027 SHEET 2 Qf 2 CAULK BETWEEN (� DOOR FLANGE SHIM AS / & WOOD BUCK REQ'D SLIDING GLASS PERIMETER (SEE NOTES) DOOR FRAME JAMB . /4' MIN. - CAULKBY 0 v. EMBEDMENT 1/4' MAX. OTHERS o SHIM SPACE STUCCO — BY OTHERS INSTALLATION ANCHOR a8 SCREW WOOD (TYP. — WHERE TAPPERS ARE NOT REQ'D. - NOTE 22) SECTION A -A CAULKING AT FASTENER HOLES REQUIRED (SEE NOTE 2). SLIDING GLASS DOOR FRAME SILL 1/4' MAX SHIM SPACE � aj22) INSTALLATIO08 WOOD SCREW WANCHOR (TYTAPPERS ARE NSEE LIBERALLY APPLY CAULKING UNDER SILL OR SET SILL IN BED OF -CONCRETE (SEE NOTE- 2). SHIM AS REQUIRED (.SEE NOTE I). SLIDING GLASS DOOR FRAME HEAD TEMPERED GLASS (TYP.) DOOR HEIGHT CAULK[N REQUIRE (SEE NO a o i4 Max `SHIM SPACE 1 1/4' MIN,- - _2 _X4, 2X6, _OR 2X8 WOOD " EMBEDMENT - _.. BY OTHERS (NOTE6> o ONE BY WOOD BUCK BY OTHERS (NOTE II & 12) INSTALLATION ANCHOR a8 WOOD SCREW (TYP.) (NOTE 23) CAULK BETWEEN (ANCHORS, SHOWN IN SAME PLANE FOR CLARITY ONLY - WOOD BUCK & HOOK STRIP ANCHOR HOLES MAS'Y. OPENING SPACED 2' APART ON -nPPOSITE FLANGES.) _CONCRETE OR MASONRY OPENING a BY OTHERS W CAULK BETWEEN HOOK STRIP & In WOOD BUCK 1 1/8' MIN - EMBEDMENT (TYP.) Q a 3/4- MAX. / CAULK BETWEEN TEMPERED GL7NF DOOR FLANGE (TYP.) & WOOD BUCK TEMPERED GLASS <TYP.)- PERIMETER STUCCO CAULK BY ONCRETE OR H�❑K BY OTHERS OTHERS ASONRY OPENING Y OTHERS STRIP D E T A I SLIDING GLASS DOOR -- S.G.D. WIDTH STUCCO INTERLOCK BY OTHERS Disclaimer The purpose of this installation drawing is to present the manufacturer's recommendot ions tar B - B anchorage (i.e.. concrete screws. wood screws and noils) to achieve the design pressure specified on the fenestrotion product as required by Florida Building Code. Section 1707-4.4. Anchorage Methods. SECTION© Recommendations regarding flashing, sealing. sealants or other joint sealant practices does not constitute a wor(onty either expressed or implied. IMPORTANT INFORMATION & GENERAL NOTES These notes are provided to ensure proper installation of Florida Extruders Milestone products and must be followed fully. V o D r EMBEDMENT o 1-1/4' MINtn o0 INSTALLATION ANCHOR z 3/l6" DIA. TAPPER (NOTE 17) CONCRETE OR 03 MASONRY OPENING g BY OTHERS BY OTHERS SHIM AS REQ'D- (SEE NOTES) SLIDING GLASS DOOR HOOK STRIP 4 INSTALLATION ANCHOR 3/16' DIA. TAPPER (NOTE 17) H EXTERIOR ELEVATION 2 PANEL DOOR SHOWN (SEE NOTES 8, 9 & 10) GENERAL INSTALLATION INSTRUCTIONS 1) SHIM AS REQ'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX_ ALLOWABLE SHIM STACK TO BE 1/4'- WOOD OR PLASTIC AND MUST BE COMPLETELY ENCAPSULATED LOAD BEARING SHIM AT SILL MUST BE PRESSURE TREATED IN CAULKING OR SET INTO WET CONCRETE_ 2) USE SILICONIZED ACRYLIC CAULK BEHIND DOOR FLANGE AT HEAD & JAMBS. LIBERALLY APPLY S[LICON[ZED ACRYLIC CAULKING UNDER SILL OR SET SILL IN.BED OF WET CONCRETE. CAULK BETWEEN BACK CORNER OF SILL RISER AND CONCRETE. CAULK ALL FASTENER HOLES PRIOR TO INSTALLING FASTENER AND AROUND HEAD AFTER INSTALLATION. 3) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF DOOR AND BETWEEN HOOK STRIP & I BUCK FOR POCKET DOORS- 4) JAMB AND SILL CORNERS ARE TO BE SEALED WITH A SMALL JOINT SEAM SEALER. 5) DOOR FRAME MATERIAL: ALUMINUM ALLOY 6063.TO 6) TWO BY WOOD U K ODTHOER STA LING AT HE HO SUBSTRATE PER FBCESECTIONL170754.4.2EAAND THD TO EE ENGINEER EO OE R CORD'S MASONRY, CONCRETE DETAILS_ 7) FLORIDA EXTRUDERS 1000 SERIES SLIDING GLASS DOOR IS SHOWN_ THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 500 AND 2000 SERIES SLIDING GLASS DOORS- 8) WHERE "X" REPRESENTS MOVING PANEL AND -0" REPRESENTS FIXED PANEL, APPROVED CONFIGURATIONS ARE AS LISTED ON THE ANCHOR INSTALLATION CHAR ' 0-1-NETTj! R CO NTINUATTON OF NOTES] IS 4 TIV REV DESCRIPTION DATE INI /// RC.SEO NOTES T. 2. 3. 6. T T. t2. 1 2/ 1 8/03 R J B I / w+0/0R RE`/,SCO RCUTEO r RCF(REr+CES M O/OR aEUSTRATIONS. RCNUuOCREO NOTCS 6 TO TO u O RCISCO REFERENCES TO TNESC �oo NOICS RCISCO TAPPERS FOR 9OX' a 3-P—(L DOORS C ADDED DISCUiMER 7/29/04 1` J 04 1 CERTIFICATE F P THORtZA N NO.9235 S_-- TITLE [DING GLASS DOOR 500, 1000 & 2000 MASONRY INS TALLAT ION G/I TIT NON- S i RUC I l)I:AL BUCK AND TAPPERS - DRAWN BY: BB APPROVED 13Y RJ6 DATE: W9/04 SCALE: NIS DWG #: rLE_X0V1 SI ILL I 1 Ell ANCHOR INSTALLATION CHART REQUIRED QUANTITIES OF ANCHORS -. HEAD & SILL {TAPPER) EACH JAMB (TAPPER) HOOK STRIP (#8 WS) TO 46 PSF 61 PSF TO 61 PSF TO TO 70 PSF Nominal Door Size Door Size and Confguration TO To 60 PSF 70 PSF 45 PSF 60 PSF . 70 PSF 4068 XX, OX, XO 48 x 80 3 3 3 3 4 4 4 4 8 8 5068 XX, OX, XO 60x80 3 3 4 4 4 8 6068 XX, OX. XO 72 x 80 4 4 5 5 4 4 8 8068 XX, OX. XO 96x80 5 6 g 7 (D1) 4 4 8 10068 XX OX XO 120 x 80 . 3 5 5 10 5080 x— OX XO 60x96 3 3 4 5 5. 10 6080 XX, OX, XO 72 x 4 4 5 5 5 10 8080 XX, OX, XO 96 x 96 5. 6 5 6 7(Di) 5 5 10 O 10080 XX OX XO— T20 x 46 6 6 12 50100 XX, OX. XO 60 x 120 3 3 3 6 6 12 60100 XX, OX XO 72 x 120 4 4 5 4 6 6 7(DI) 12 80100 XX OX XO 96 x 120 5 4 4 8 9068 OXO 109 1/8 x 80 6 6 6 4 4 8 12068 OXO 145 118 x 80 7 7 9 D2 4 4 8 15068 OXO 181 1/8 x 80 8 10 (02) 11 (D3) 5 10 9080 OXO 109 118 x 96 6 6 6 5 5 5 10 12080 OXO 145 118 x 96 7 8 D1 9 D2 5 5 10 15080 OXO 181 1/8 x 96 8 11 13 6 7 DI 12 90I000X0 1091/8x120 6 7 6 9 (02) 6. 10 (D3) 6 7 (4 1) 120100 OXO 145 1/8 x 120 4 4 8 8 9068 XXX 106 518 x 80 6 6 6 4 8 12068 XXX 142 5/8 x 80 7 7 8 D1 4 4 4 8 15068 XXX 178 5/8 x 80 8 10 (D2) 11 (D3) 5 10 9080 XXX 106 Sill x 96 6 6 6 5 5 5 10 12080 XXX 142 518 x 96 7 8 D1 9 02 5 5 10 15080 XXX 178 Sill z 96 8 11 (D3) 13 7 12 90100 XXX 106 5/8 x 120 6 6 6 6 6 7 12 12010O XXX 142 518 x 120 7 9 (02) 10 (03) 4 8 10068 OXXO 119 5/8 x 80 6 6 7 Dl 4 4 8 12068 OXXO 143 518 x 80 7 7 8 D/ 4 4 4 8 16068 OXXO 191 518 x 80 9 10 (D1) 12 (D3) . 5 10. 10080 OXXO 119 5/8 x 96 6 6 7 Di 5 5 10 ! 12080 OXXO 143 518 x 96 7 8 Di 9 D2 5 5 5 10 1 ii 16080 OXXO 191 Sill x 96 9 12 (03) 14 IDS) 7 D1 12 - 0100 OXXO 100100 119 518 z 120 6 6 7 D1 6 6 7 D1 12 143 5/8 x 120 7 9 D2 10 D3) 6 7 (D1) 12 16010 OOXXO 191 518 z 120 10 (D1) 13 (04) 16 (D7) 8 10068 XXXX 117 1/4 x 80 6 6 6 4 4 4 8 12068 XXXX 141 114 x 80 7 7 S D 1 4 4 8 16068 XXXX 189 114 x 80 ! (01) 10 (D2) 12 (D4) 4 5 10 10080 XXXX 117 1/4 x 96 6 6 7 D1 5 5 10 12080 XXXX 141 114 x 96 7 S D1 9 02 5 5 10 16080 XXXX 189 1/4 x 96 9 (DI) 12 (D4) 13 (05) 5 7 D1) 12 100100 XXXX 117 1/4 x 120 6 1 6 7 D1 6 6 7 D1 12 120100 XXXX 141 114 x 120 7 8 D1 10 D3 6 7 (O1) 12 160100 XXXX 189 114 x 120 10 (D2) 13 (05) 15 (07) ANCHOR INSTALLATION CHART NOTES: TAPPERS ARE REQ'D- IN BOTH FACTORY APPLIED INSTALLATION HOLES - 1) IN SOME CASES "07" IN WHICH SIZE & CONFIGUREATIONS TWO TAPPERS ARE "D 1" THROUGH DESIGNATES REQ'D- "01- MEANS. INSTALL TWO TAPPERS IN ONE SET OF INSTALLATION HOLES. 2) -02" INSTALL TWO TAPPERS 1N TWO SETS OF INSTALLATION HOLES. 3) MEANS, -D3- INSTALL TWO TAPPERS IN THREE SETS OF. INSTALLATION HOLES. 4) MEANS. "D4- INSTALL TWO TAPPERS IN FOUR SETS OF INSTALLATION HOLES 5) MEANS, -D5` INSTALL TWO TAPPERS IN FIVE SETS OF INSTALLATION HOLES. 6) MEANS. -D6- MEANS, INSTALL TWO TAPPERS IN SIX SETS OF INSTALLATION HOLES. 7) "D7- INSTALL TWO TAPPERS IN SEVEN SETS OF INSTALLATION HOLES. 8) MEANS, IN HEAD & SILL SHOULD BE PRIORITIZED AS FOLLOWS: 9) LOCATION OF ADDITIONAL TAPPERS A: FIRST ADJACENT TO INTERLOCK OR BUTT STILES IN HEAD & SILL. SECONDLY. AT EACH END OF HEAD 8. SILL NEAR JAMB CORNER. IF NEEDED. B C LOCATIONS IN HEAD & SILL OTHER THAN AS LISTED IN A & B. 10) LOCATION OF ADDITIONAL TAPPERS IN JAMBS SHOULD BE PRIORITIZED AS FOLLOWS -A FIRST. ADJACENT TO LOCKS IN JAMBS. B SECONDLY, AT EACH END OF JAMBS NEAR HEAD & SILL CORNERS - C LOCATIONS IN JAMBS OTHER THAN AS LISTED IN A & B. IMPORTANT INFO .TION & GENERAL NOTES (cont.) GENERAL INSTALLATION INSTRUCTIONS (Cone) 9) NOT ALL CONFIGURATIONS LISTED ON THE ANCHOR CHART ARE SHOWN ON THIS DRAWING, HOWEVER INSTALLATION SECTIONS "A -A -B-B" & 1100i' ', I Rw I )f: 1 ."It APPLY 10 INSTALLATION OF ALL APPROVED CONFIGURATIONS- 10) FOR POCKET DOOR SIZES., USE CLOSEST BYPASS DOOR SIZE AND CONFIGURATION TO FINISHED OPENING. ANCHOR INSTALLATION INSTRUCTIONS GENERAL: 11) NAIL ATTACHMENT OF NON-STRUCTURAL ONE BY BUCK IS 4" FROM EACH CORNER AND 8" ON CENTER. USE A HARDENED'T-NAIL" WITH A 0-097" D1.AN• TER AND 1 3/8" LENGTH (S/8" EMBEDMENT), A HARDENED -MASONRY NAIL- WITH A 0.148" DIAMETER AND I lh- LENGTH (3/4" EMBEDMENT) OR EQUIVALENT. 12) APPLIES TO ALL NON-STRUCTURAL BUCKS LESS THAN 1 1/2" THICKNESS. NOT INTENDED TO LIMIT TO NOMINAL ONE BY WOOD BUCK ONLY. BUCKS GRLni i; I : +, rd I" NON urlAt. (3/4" THICK) AND LESS THAN 2" NOMINAL (1 1/2" THICK) WILL REQUIRE NAIL LENGTH SUFFICIENT TO MEET EMBEDMENT REQUIREMENTS OF NOTE 11. 13) ALL INSTALLATION ANCHORS MUST BE MADE OF CORROSION RESISTANT MATERIALS OR HAVE A CORROSION RESISTANT COATING APPLIED SUITABLE FOR 11 it c1`41"IRONMENT AND/OR FRAMING MATERIAL. WHERE ANCHORS ARE USED IN PRESSURE -PRESERVATIVE TREATED WOOD, THE WOOD SUPPLIER SHALL BE CONSULTED FOR RECON. IFNDANON OF ANCHORS COMPATIBLE WITH THE PRESSURE -PRESERVATIVE TREATMENT PROCESS USED. 14) ALL FIELD SUPPLIED HOLES IN THE FRAME (IF REQUIRED) WILL BE 3/I6- IN DIAMETER. IS) WOOD SCREWS SHALL MEET ANSI B18.6.1 DIMENSIONAL REQUIREMENTS. 16) IF WOOD TENDS TO SPLIT, PRE -BORE HOLES AS FOLLOWS: #8 WOOD SCREW - I/8" DIA. PILOT HOLE (NATIONAL DESIGN SPECIFICATION FOR WOOD l UP:'; I i-!lk . Ilt)id) 3/16" DIA. TAPPER CONCRETE SCREW (SILL AND NON-STRUCTURAL ONE BY WOOD BUCK ON HEAD AND )AMBS)- 17) WHERE DOOR IS INSTALLED IN MASONRY OPENING WITH A NON-STRUCTURAL ONE BY WOOD BUCK (NOTE 11) FOR THE HEAD AND JAMBS AND A MA, ONR OR (().--JrR - E SILL, USE A 3/16" DIA- TAPPER CONCRETE SCREW OF SUFFICIENT LTH: TO ACHIEVE MIN- EMBEDMENT OF 1-1/4" INTO MASONRY OR CONCRETE. 18) SEE ANCHOR INSTALLATION CHART THIS SHEET FOR TAPPER REQUIREMENTS. 19) INSTALL ONE TAPPER IN EACH PAIR OF FACTORY APPLIED INSTALLATION HOLES UNLESS NOTED OTHERWISE ON ANCHOR INSTALLATION CHART. 20) ALTERNATE TAPPER INSTALLATION ANCHORS FRONT TO BACK IN ALL FRAME MEMBERS. 21) TAPPER (RAWL) CONCRETE SCREW MANUFACTURED BY POWERS FASTENING, INC_ WILL BE USED. TITEN (by SIMPSON STRONG TIE) CAN 6E SUBSTITUTED bvffrl T1+" f`OLLOwING LIMITATIONS FOR THE 120" HEIGHT SLIDING GLASS DOORS: a) INSTALL ONE ADDITIONAL FASTENER IN EACH 3AMB OVER CHART REQUIREMENTS. 22) ALL REMAINING FACTORY APPLIED INSTALLATION FASTENER HOLES IN THE HEAD AND JAMB NOT USED FOR TAPPER CONCRETE SCREW INSTALLATION Si TALL BE !+^ICHORED WITH #8 WOOD SCREWS OF SUFFICIENT LTH. TO PROVIDE MIN, 5/8 IN_ EMBEDMENT INTO WOOD BUCK- ALL REMAINING FACTORY APPLIED INSTALLATION FASTENER HOLES IN THE SILL NOT USED FOR TAPPER CONCRETE SCREW INSTALLATION SHALL BE ANCHORED WITH "BANTAM PLUG- OR "FLUTED" PLASTIC ANCHORS MANUFACTURED 6,POvdETtS%ASTENING, INC. (OR EQUIVALENT) AND #8 WOOD SCREWS OF SUFFICIENT LTH- TO PROVIDE MIN. 7/8 IN. EMBEDMENT INTO THE CONCRETE OR MASONRY. #8 WOOD SCREW (WITH STRUCTURAL TWO BY WOOD BUCK FOR POCKET DOOR HOOK STRIP): 23) WHERE POCKET DOOR HOOK STRIP IS INSTALLED IN MASONRY OPENING WITH A STRUCTUAL TWO BY WOOD BUCK, USE #8 WOOD SCREWS (ANSI B18 6 I) (1 '_>!Jri ICIENT LENGTH TO ACHIEVE 1-1/8" MIN. EMBEDMENT INTO THE TWO BY WOOD BUCK RECEIVING THE POINT. 24) SEE ANCHOR INSTALLATION CHART THIS SHEET FOR #8 WOOD SO REQUIREMENTS IN HOOK STRIP. 25) WOOD SCREWS SHALL NOT BE USED TO FASTEN HOOK STRIP INTO THE END GRAIN OF WOOD. 26) WOOD SCREW WITHDRAWAL VALUES USED TO GENERATE FASTENING REQUIREMENTS FOR THE POCKET DOOR HOOK STRIP ONLY ARE BASED ON A SPECIFI(_ GRAVI IY OF O.S FOR SOUTHERN PINE - DESIGN PRESSURE RATING & FBC REQUIREMENTS 27) IF EXACT DOOR SIZE IS NOT LISTED IN ANCHOR INSTALLATION CHART FOR NON-STRUCTURAL BUCK INSTALLATION, USE ANCHOR QUANTITY LISTED FOR NF.0 I (ARGER SIZE, FOR THE APPROPRIATE DESIGN PRESSURE REQ'D- 28) INSTALLATIONS DEPICTED IN THESE INSTRUCTIONS ACCEPTABLE FOR DESIGN PRESSURES TO 70 PSF FOR THE DOOR SIZES SHOWN IN THE CHART. DESIGN PRESSURES (D_P_) SHOWN ARE POSITIVE AND NEGATIVE. 29) DOOR UNIT IS APPROVED USING TEMPERED GLASS IN SINGLE GLAZED OR INSULATING GLASS. 30) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS- 31) COMPLIES WITH FBC, CHAPTER 17 SECTIONS 1707-4.4-1 FOR ANCHORING REQUIREMENTS, 1707.4-4-2 FOR MASONRY, CONCRETE OR OTHER STRUCTURAL SUB`.; I TtA IFS AND 1707-4.4.3 FOR WOOD OR APPROVED FRAMING MEMBERS, MARCH 1, 2002- [N'IT:I-?NA I0NAI-,. INC REV FLORIDA EXTRUDERS 2540 JI:WI:TT LANE CERTIFICATE OF AUTHORIZATION NO. 9235 SAN['0[ll) (''LORIDA B TITLE SLIDING GLASS DOOR 500, 1000 & 2000 C MASONRY INSTALLATION WITH NI)fl --- T3UCK AND TAPPERS DRAWN 13Y: BB APPROVED HY k " DATE:7/29/04 SCALE:NTS DWG #TLEX0Ml SHLI_ I c_' �I L I 1 X 2 X 1/8 1000 S.H. I. X 2 X 3/8 ONE BY WOOD DETAIL C 1000 S.HTUBE MULLION JAMB (TYP.) BUCK BY OTHERS TUBE MULLION l JAMB (TYP-) I I CONCRETE OR MASONRY BY OTHERS 11/4" MIN. - Q #8 X 1/2 SELF #8 X 1/2 SELF EMBEDMENT Q . TAPPING SMS TAPPING SMS �- SEALANT BETWEEN WINDOW FLANGES & MULLION #8 X 1-1/2 SELF TAPPING SMS SECTION A -A (1 ) I X 2 7/16 X 1/8 TUBE MULLION 1000 S.H. 1000 S.H. JAMB (TYP.) JAMB (TYP.) #8 X 1/2 SELF TAPPING SMS SEALANT BETWEEN WINDOW FLANGES & MULLION - #8 X 1-1/2 SELF TAPPING SMS SECTION A -A (3) 1 X 4 X 1/8 TUBE MULLION JAMB 0C0TY .H I JAMB (TYP.) #8 X 1/2 SELF TAPPING SMS SEALANT BETWEEN WINDOW FLANGES & MULLION 148 X 1-1/2 SELF TAPPING SMS SECTION A -A (5) '\L_ SEALANT BETWEEN WINDOW FLANGES & MULLION 2 X 4 X 3/8 #8 X 1-1/2 SELF TUBE MULLION TAPPING SMS SECTION A -A (2) I X 2 7/16 X 3/8 1000 S.H. TUBE MULLION JAMB (TYP.) #8 X 1/2 SELF TAPPING SMS -\\t_ SEALANT BETWEEN WINDOW FLANGES & MULLION �- #8 X 1-1/2 SELF TAPPING SMS SECTION A -A (4) 1 X 4_ X 3/8 TUBE MULLION 08 X 1-1/2 SELF TAPPING SMS �\— INSTALLATION ANCHOR 3/16" DIA. TAPPER SCREW ANCHOR (TYP.) EXTERNAL MULLION INSTALLATION CLIP TYPICAL MULLION TO CONCRETE (9 HEAD MULLION (APPLIES TO HEAD & SILL WHERE 1 " X 4" & 2" X 4" TUBE MULLIONS ARE USED) #8 x 1/2 SELF TAPPING SMS ' For alternate silt DETAIL B profiles where Sill Clip" is not suitable. it is acceptable to use "Installation Clip as shown in Detail C (with or w/o bucking). INSTALLATION ANCHOR 3/16" DIA. TAPPER SCREW ANCHOR (TYP.) x SILL CLIP 1 I/4" MIN. EMBEDMENT . Q PRECAST SILL BY OTHER AUXILIARY PLATE (FOR ADDITIONAL ANCHORS, WHEN REQUIRED) 0 1[] A 0 - 0 98 SELF TAPPING --Z - MULLION SMS (TYP.) � DETAIL B SEALANT BETWEEN WINDOW FLANGES & MULLION SECTION A -A (7) DETAIL C #8 X 1/2 SELF TAPPING SMS ELEVATION VIEWED FROM EXTERIOR w 00 D - N ------------ U> -J Z SEALANT BETWEEN m �` r 2 WINDOW FLANGES M — V) Q _ & MULLION SELF C C 00 O ' #8 X 1-1/2 TAPPING SMS ; in SECTION A -A (6) a� 71 INC FLORIDA EXTR`UDERSINTERNATIONAL, LANE SANFORD, FLORIDA TITLE: SER. 1000/ 1500 FLANGE SHEET 1 OF 2 VERTICAL MULLION SECTIONS SEE OTHER SIDE ( SHEET 2 OF 2) FUR DESIGN PRESSURE CAPACITIES DRAWN BY: MSH IAPPROVED BY: WA B DATE:(/ 1 7/04 SCALE: NTS DWG.: I VMFLG _;!�f V( SERIES 1000 & 1500 FLANGE VERTICAL DESIGN PRESSURE CAPACITIES IN PSF APACITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY WINDOW WINDOW 1 X2X 1 /8 . 1 X2X1 /8 1 X2X3/8 1 X2X3/8 i X2 7/16Xt/8 7/16X3/81X2 7/16X3/8 1 X4X1 /8 1 X4X1 /8 1 X4X3/8 l X4X3/8 2X4X3/8 CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY =ANCHORS CALL TIP -TO -TIP TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL BE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL TUBE MULL SIZE SIZE 2 ANCHORS 4 ANCHORS 2 ANCHORS 4 ANCHORS 2 ANCHORS ANCHORS 4 ANCHORS 4 ANCHORS 6 ANCHORS 4 ANCHORS 6 ANCHORS 6 ANCHORS SECT. A -A 1 SECT. A -A i SECT. A -A 2 SECT. A -A 2 SECT_ A -A 3 CT. A -A 4 SECT. A -A 4 SECT. A -A S SECT. A-A(S) SECT. A-A(6) SECT. A-A(6) SECT. A-A(7) 12 19 1/8 X 26 336.52 732.42 336.52 692.83 336.52 732.42 336.52 732.42 791.81 1187.72 791.81 1187.72 1187.72 13. 19 1/8 X 38 3/8 209.72 317.66 209.72 429.55 209.72 456.46 209.72 456.46 493.47 740.20 493.47 740.20 740.20 14 19 1/8 X 50 5/8 131.23 131.23 152.75 177.46 152.75 193.92 152.75 271.83 359.41 539.12 359.41 539.12 539.12 145 19 1/8 X 56 114 19 1/8 X 63 94.1 3 65.97 94.13 65.97 127.29 89.21 1 27.29 89.21 135.81 97.48 1 39.09 97.48 1 35.81 119.85 194.97 136.64 319.55 282.02 460.17 423.03 319.55 282.02 479.33 423.03 479.33 423.03 15 16 19 1/8 X 72 43.49 43.49 58.81 58.81 64.27 64.27 90.09 90.09 212.62 212.62 296.98 296.98 365.75 26.96 26.96 36.45 36.45 39.83 39.83 55.84 55.84 1 31 .79 1 31 .79 184.08 184.08 294.03 17 19 1/8 X 84 26 1 /2 X 26 262.87 572.13 262.87 541 _20 262.87 572.13 262.87 572.13 618.52 927.78 618.52 927.78 927.78 1 HZ 157.93 323.48 157.93 343.74 157.93 343.74 371.61 557.41 371.61 557.41 557.41 6 1/2 X 38 3/ 157.93 239.21 113.20 131.51 113.20 143.71 113.20 201.45 266.35399.53 266.35 399.53 399.53 FlH 6 1 /2 X 50 5/, 97.25 97.25 93.89 93.89 100.17 102.59 100.17 1 43.81 235.70 339.42 235.70 353.55 353.55 6 1 /2 X 56 1 / 69.43 69.43 48.44 65.51 65.51 71.58 71.58 88.01 100.34 207.10 236.83 207.10 310.65 310.65 1 H5 26 1 /2 X 63 48.44 42.99 42.99 46.98 46.98 65.86 65.86 155.44 155.44 217.11 217.11 267.38 1 H6 26 1 /2 X 72 31.79 31.79 1 9.62 26.53 26.53 28.99 28.99 40.64 40.64 95.93 95.93 133.99 133.99 214.02 1 H7 26 1 /2 X 84 19.62 37 X 26 216.75 471.75 216.75 471.75 216.75 471.75 216.75 471.75 510 765 510 765 765 22 185.12 73.34 122.22 85.36 250.32 99.17 122.22 85.36 266.00 108.37 122.22 85.36 266.00 151.91 287.57 200.86 431.36 301.29 287.57 200.86 431.36 301.29 431.36 301.29 23 37 X 38 3/8 7 X 50 5/8 122.22 73.34 24 245 37 X 56 1 /4 51 _97 51.97 70.28 70.28 74.98 76.79 74.98 107.65 176.43 254.07 176.43 264.64 264.64 25 37 X 63 36.01 36.01 48.70 48.70 53.21 53.21 65.43 74.59 153.96 176.06 153.96 230.94 230.94 37 X 72 23.47 23.47 31.74 31.74 34.69 34.69 48.62 48.62 114.76 114.76 131.61 160.30 197.41 26 37 X 84 14.39 14.39 19.46 19.46 21.26 21.26 29.81 29.81 70.36 70.36 9.8.27 98.27 156.97 27 53 1/8 X 26 3 1/8 X 38 3/8 191.61 98.38 417.04 149.02 56.23 39.32 191.61 98.38 394.49 201.51 191.61 98.38 417.04 21 4.1 4 191.61 98.38 417.04 214.14 450.85 231.50 676.28 347.25 450.85 231.50 676.28 347.25 676.28 347.25 32 33 65.45 53.17 76.04 53.17 65.45 56.73 83.09 58.10 65.45 56.73 116.47 81.44 154.00 133.48 231.01 192.22 154.00 133.48 231.01 200.23 231.01 200.23 34 3 1/8 X 50 5/ 53 1/8 X 56 1/4 56.23 39.32 345 26.92 36.40 36.40 39.78 39.78 48.91 55.76 115.08 131.60 115.08 172.63 172.63 35 53 1/8 X 63 26.92 36 53 1/8 X 72 17.34 17.34 23.45 23.45 25.62 25.62 35.92 35.92 84.77 84.77 97.21 1 18.41 145.82 37 53 1/8 X 84 10.51 10.51 14.21 14.21 15.53 15.53 21.77 21.77 51.39 51.39 171.78 71.78 120.81 MOTES _ Ak) NUMBER OF ANCHORS NOTED ARE FOR TAPPER FASTENERS INTO MASONRY REQUIRED f�T EACH END USING 1 1/4" EMBEDMENT. _ - _ ®) PRESSURES GIVEN IN PSF ARE FOR 2/3 OF ULTIMATE MULLION DESIGN LOAD WHERE THIS ULTIMATE LOAD IS BASED ON 1.5 X DESIGN PRESSURE PER 1707.4.5.4_ USE THE C)PENING'S DESIGN PRESSURE WITHOUT INCREASE FOR COMPARISION TO THIS CHART_ _ _ . C) THE MULLED WINDOW ASSEMBLY'S OVERALL DESIGN PRESSURE RATING IS THE LOWER OF EACH INDIVIDUAL WINDOW'S LABEL RATING, ASTM E 1300 GLASS LOAD RESISTANCE OR THE LOAD RATING OF THE MULLION PER THIS DRAWING_ WHEN CHOSING A MULLION, EXCEED THE WINDOW/GLASS DESIGN PRESSURE THEREBY CAUSING THE WINDOW/GLASS DI ESIGN PRESSURE TO GOVERN. FLORIDA EXTRUDERS INTERNATIONAL, I N C - - 2540 J-EWETT LAME SANFORD FLORIDA TITLE: DESIGN PRESSURE CAPACITIES FLANGE (k 1500 VERTICAL MULLIONS - S E R . 1000 o DRAWN BY: J BH APPROVED BY. WA B DATE: 6/ 1 7/ 0 4 ISCALE: FULL DWG.: 1 V M F L G P G 2