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Home My WebLink About516 Bella Rosa Cir 07-101 SFRPERMIT ADDRESS S I (D h e\ b Q god A Ci e CONTRACTOR loag 9% f% ADDRESS PHONE NUMBER PROPERTY OWNERL. eM1*NQ61' ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTO PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE SUBDIVISION PERMIT # 01- I o L DATE ID o ca PERMIT DESCRIPTION iN &it) SIT: PERMIT VALUATION O O SQUARE FOOTAGE CIL 1489 City of Sanford Certificate of Occupancy This is to certify that the building located at 516 Bella Rosa Cir for which permit number 07-101 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 /05/07 D Richards 01/05/07 Public Works: M Watson 01/18/07 Utilities: R Blake 01/04/07 Fire Department: Conditions (if blank, no conditions apply) Lennar Homes Qw� Yyl .-Ol,,.:, - 01/19/07 Property Owner Building Official o Date City of Sanford Certificate of Completion This is to certify that the building located at 516 Bella Rosa Cir for which permit number 07-101 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 Date Building: R Addison 01/05/07 Engineering & Planning: D Richards 01/05/07 Public Works: M Watson Utilities: R Blake Fire Department: 01 /04/07 01 /09/07 Conditions (if blank, no conditions apply) Lennar Homes Q)O" yyl . �,.:.__m 01/19/07 Property Owner Building Official Date BP200IO2 CITY OF SANFORD 1/19/07 Application Miscellaneous Information Inquiry 11:02:27 Application number: 07 00000101 Property . . . . : 516 BELLA ROSA CIR Code Freeform information HISB NOC ON FILE EXP 10/18/07 HISB 1 story/2 bath HISB CO SIGN OFF: HISB P&Z: MR 01.05.07 HISB PW: MW 01.04.07 HISB UTIL: RB 0.09.07 HISB F/S ON FILE Press Enter to continue. F3=Exit F12=Cancel Display note at Print Date Permit Insp C.O. flag 10/18/06 Y Y Y Y 10/18/06 Y Y Y Y 1/04/07 Y Y Y Y 1/04/07 Y Y Y Y 1/04/07 Y Y Y Y 1/04/07 Y Y Y Y 1/18/07 Y Y Y Y Bottom CERTIFICATION OF ELEVATION JANUARY 10, 2007 ADDRESS OF JOB: 516 BELLA ROSA DRIVE, SANFORD, FL 32771 LEGAL DESCRIPTION: LOT 67, 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 67 MEETS OR EXCEEDS THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD BUILDING CODE, CHAPTER 18, SECTION 18-4 (a). S W. SCOTT R.L.S. #4801 STATE OF FLORIDA U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 1660-0008 Federal Emergency Management Agency Expires February 28. 2009 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 A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. I Company NAIC Number I 516 BELLA ROSA DRIVE City SANFORD State FL ZIP Code 32771 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 67, 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" Long. W 81° 14' 17" 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 415 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 I 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 89: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)7 ❑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, V1430, 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)_ 17.03 ® 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) 16.33 ® feet ❑ meters (Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building 16.2 ® 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) 16.5 ® 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. / certify that the information on this Certificate represents my best efforts to interpret the data available. / 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. me 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 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: Bu ilding Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number 516 BELLA ROSA DRIVE 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 agent1company, 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' /0/o _ ___ - Date v ❑ 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. Ell. 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) 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 DESCRIPTION AS FURNISHED: Lot 67, CELERY ESTATES NORTH, as recorded in Plat Book 71, Pages 38 through 45, of the Public Records of Seminole County, Florida. BOUN.D.ARY FOR/CERTIFIED TO: Lennor Homes, Inc. LOT 93 LOT 92 iV 89°50' 10" E REC. 5/8" I.R. REC. 5/8" I.R. %6714 60. 00 1 /6714 I I 09 24.80' / I 24.80' LOT 67 ,h I I 10.00' 16.7' 23.3' I 0 COV'D o 10.b0' 'A CONC. b 16.7' � i I I W O 2 I W .LOT 66 O w ONE STORY C/B I O I RESIDENCE F.F. I O Q A I = 17.03' N O 0 O o ¢ 8.7' 1 w � COV'D I Z AC CONIC. al o I¢ Q v v }0.00' I 20.0' o 0 I I 16.0' `: CONE. I DRIVE I 125.20' 25.20' �s (PC) 162.50' Qb �.7ALON i 10' UTILITY WALK EASEMENT ON 6h O 1.5' 1y0 SET N&D 5' CONC. WALK (B.B.) ,S' 89°50' 10" W SET N&D 1/4596 60. 00' #4596 1a� � B�'ZZA RO,SA CIRCLE �$ �� c�` (50 ' R/W) TRA CT 'L " 1 °�° (PRIVATE INGRESS & EGRESS) 1011 PROPOSED = FINISHED SPOT GRADE ELEVATION PER DRAINAGE PLANS ,f\- = PROPOSED DRAINAGE FLOW 1.01 GRADING 'TYPE 'A" PROPOSED F.F. PER PLANS = 16.35' CR UIS1;'N1w1TC'rTR — IS'CO T.77 LEGCND - LEGEND - P • PLAE PDT. • POINT ON LINE F v F'IE.LD TYP. • TYPICAL IP. v IRON PIPE PR.C. v POINT OF REVERSE CURVATURE IR. IRON ROD P.C.C. POINT OF COMPOUND CURVATURE C.M. CONCRETE MONUMENT RAD. RADIAL SE7 I.R. = 1/2' I.R. =/#LB 4596 NR. NON -RADIAL REC. RECOVERED WP. • WITNESS POINT P.O.D. POINT OF BEGINNING CALC. CALCULATED P.O.C. • POINT OF COMMENCEMENT PRA • PERMANENT REFERENCE MONUMENT Q CENTERLINE. F.F. = FINISHED FLOOR ELEVATION NLO . NAIL L DISK BSA • BUILDING SETBACK LINE R/W RIGHT-OF-WAY BR. = BENCHMARK E.S.T. = CASEMENT D.D. BASE BEARING BRAIN, DRAINAGE UTIL. = UTILITY CLIC. v CHAIN LINK FENCE WD.FC. v WOOD FENCE C/B CONCRETE BLOCK P.C. • POINT OF CURVATURE P.I. = POINT OF TANGENCY DESC. DESCRIPTION R = RADIUS L = ARC LENGTH D = DELTA C = CHORD C.B. CHORD BEARING NORTH THIS BUII.OING/PROPERTY DOES .NOT UE YM477 IN THE. ESTABLISHED 100 YEAR FLOOD PLANE AS PER "FIRM" ZONE •X.• PANEL If 120289 0065 E (04-17-95) LOT 91 LOT 68 B I DIN • SETBACKS SQUARE FOOTAGE CALCULATIONS FRONT'= 25' REAR= 20' SOD (SOD 70 CURB)�4,721± SQUARE FEET SIDE= 7.5' DRIVE &LEAD WALKVIASQUARE FEET STREET SIDE= 75' SIDEWALK/APPROACSQUARE FEET TOTAL LOT SQUARE FOOTAGE. 6,600f SQUARE FEET & ASSOC, INC. — .LAND IS'UR VT'.YO1R5 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 NOTES: FAX (407)-658- 1436 1. ME UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH BY VIE FLORIN BOARO OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 61C17-6 FLORIDA ADMINISTRATIVE CODE PURS SECTION 472-027 FLORIDA STATUTES. UANT 2. UNLESS EMBOSSED WITH SURVEYOR'S SEAL. THIS SURVEY IS NOT VALID AND IS PRESENTED FOR INFORMATIONAL PURPOSES ONLY. J. THIORS SURVEY WAS PREPARED FROAf STILE INFORMATION FURNISHED TO THE SURVEYOR, THERE MAY BE OTHER RESTRICTIONS EASEMENTS THAT AFFECT iHfS P,ROPERFY. 4. NO UNDERGROUND IMPROVEMENTS HA1` BEEN LOCATED UNLESS OTHERWISE SHOWN. 5. THIS SURVEY IS PREPAREC FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTITY. 6. DIMENSIONS SHCWN 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 (BB.) 6. ELEVATIONS, IF SHOWN. ARE BASED ON NARONAL GEODETIC VERTICAL DATUM OF 1929. UNLESS OTHERWISE NOTED. 9. CERTIFICATE OF AUTHORIZATION No. 4596. SCALE i" = 20' DRAWN BY: CERmED BY: GATE _ _ ORDER No. PLOT PLAN 5-16-06 12049-06 METES Rc BOUNDS PLOT PLAN 06-07-06 4426-06 REVISED PLOT PLAN 07-25VS. 40624-0 FORMBOARD FOUNDATION/ELEVS. 10—J1-06 10624-06 - I- - -- - -- - FINAL/ELEVS. 12-21-06 12754-06 TOM X. GRUSENMEYER, R.LS. <4714 JAMES W. SCOTT, R.L.S 1 4801 VERNON H. BERRY JR.. R.L.S. lI 6262 CITY OF SANFORD PERMIT APPLICATION Permit #: 0-7^ I V I I Date: It I..2 1 LQ 6 lob Address: G r v )escription of Work: Tot uare Footage {istoric District: Zoning: Value of Work: S� • 00 Permit Type: Building Electrical V Mechanical Plumbing Fire Sprinkler/Alarm Pool 'electrical: New Service — # of AMPS vlechanical. Residential Non -Residential Plumbing/ New Commercial: # of Fixtures 'lumbing/New Residential: # of Water Closets _ )ccupancy Type: Residential Commercial Addition/Alteration . Change of Service Temporary Pole Replacement New (Duct Layout & Energy Calc. Required) # of Water & Sewer Lines # of Gas Lines Industrial Plumbing Repair — Residential or Commercial ;onstruetion Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required ) CI <OY a 8R) loading Company: tddress: 4ortgage Leader. kddress: ,rchitect/Emoneer. Phone: Adress: 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 ;nuance 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 ermit must be securod for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and dR CONDITIONERS, etc. )WNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and dim 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 .TTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. IOTICE: 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 tis 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 the reauireincrits of Florida Lien Law, FS 713. Signature ofOwna/Agent Date ftSirector t Date Print Owttcr/Agent's Name PXioL,ContSXAorJAgent's Name Signature of Notary -State of Florida Date Owner/Agent is _ Personally Known to Me or Produced ID PPROVALS: ZONING: UTIL: FD: pecial Conditions: ev 03/2006 Wh1Y COWIWIISSION # OD 188491 5)(P ES: February 25, 2007 1.8003rJOT�,AY R No'.ery Discount Assoc. CO. Produced ID ENG: to Me or BLDG: Permit #: 0 / (0/ Job Address:_ Description of Work: Historic District: CITY OF SANFORD PERMIT APPLICATION GILT 4aeA 5 , j4//rUC6( "total Square Footage D Zoning: Value of Work: $ grigo. Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential V/ Non -Residential Replacement New / (Duct Layout & Energy Cale. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair— Residential or Commercial Occupancy Type: Residential Commercial Industrial Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required ) Bonding Company: Address: Mortgage Lender: . Address: Architect/Engineer: Address: Phone: 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 ap e s property that m foun in the public records of this county, and there may be additional permits required from other governmental entities ch as wnFlr nagement dist ' , state awn ies, or federal agencies. Acceptance of permit is verification that 1 will notify the owner of the property of th requirements oa Lie w, FS 713.�� Signature of Owner/Agent Date Si re of Con ctor/ Date LOA— Print Owner/Agent's Name P nt Co trac r/ Na Signature of Notary -State of Florida Date ur ida LYIU,J I Li�D MY COMMISSION # DD519638 or�o�8 EXPIRES: 176.16,2010 (407) 39M163 Rodds NC.M Service corn Owner/Agent is _ Personally Known to Me or Contractor/Agent is _ Personally Known to 191216?" Produced ID Produced ID APPROVALS: ZONING: UTIL: FD: Special Conditions: Rev 03/2066 ENG: BLDG: S3.00 Permit,# % , 0 r)— ! 0 Description of Work: Ilistoric District: CITY OF SANFORD PERMIT APPLICATION Date: Total Square Footage Zoning: Value of Work: S Permit Type: Building Electrical Mechanical Plumbing (/ rire Sprinkler/Alarm Pool Elect ical: New Service — # of1PS Addition/Alteration Chan Service 'temporary Pole �1echanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New, Residential: # of Wgla(Closets Plumbing Repair— Residential or Commercial _ Occupancy Type: Residential (/ Commercial Industrial Construction Type: # of Stories: # of Dwelling Units: Flood Zone: Owners Name & Address: Contractor Nam�d'�rJ Phone & Fax: Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Address: Phone: State License Number: (FE'i%1A form required ) Contact Person: i Phone: i Phone: 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 ofthc foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the rk�ig�natu ts of FI rida Li 5g�� Signature of Owner/Agent Date re of Contr c or ant Date/ Print Owner/Agent's Name Pr.n�ntractor/Agent's Name Signature of Notary -State of Florida Date Signature f to of ( ' "'Date MY COMMISSION # DD 1 SWI EXPIRES: February 25, 2007 1.8pegNOTARY Ft. Notary Discount Ass00. Co. Owner/Agent is _ Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID _ Produced ID :\"_� I"J t7 APPROVALS: ZONING: Special Conditions: Rev 03/2006 UTIL: FD: ENG: BLDG: CITY OF SANFORD PERMIT APPLICATION Permit # : O7 — 10/ Date: Job Address: 51 io /3eYX kosa- Description of Work: elect/[if aL Total Square Footage 15$7 Historic District: Zoning: Value of Work: Permit Type: Building Electrical <_ Mechanical Plumbing Electrical: New Service — # of AMPS A 00 Addition/Alteration Mechanical: Residential Non -Residential Replacement New Fire Sprinkler/Alarm Pool _ Change of Service Temporary Pole _ (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 Commercial Industrial Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required) Owners Name & Address: Levi nac, &ws- Phone. Contractor Name & Address: Cab ln^ a rt"z - r0qcj ( , �116 State License Number. F�O[X>a % Phone & Fa:: U7 3Z 03 V07 Z Contact Person: 91/!'Yl�iedC�l �G, Phone: t{p73 L3 03-77 Bonding Company: Address: Mortgage Lender: . Address: Architeet/Engineer. Address: 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 performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water anagement districts, state agencies, agencies. Acceptance of permit is verification that I will notify the owns of the property of the requirements of rids Lien , FS 7 Signature of Owner/Agent Date Signature o ontractor/A ent Date D a-v � � Zvi-�rll�iy Print Owner/Agent's Name ontractor/Agent's N rrruoeaw Signature of Notary -State of Florida Date Owner/Agent is _ Personally Known to Me or Produced ID APPROVALS: ZONING: UTIL: Special Conditions: Rev 03/2006 1u Signature of Notary -State Notary Ptttilt: • %ft d ROM Alt Cariiftm EON Jen 31.20 Conmb>tlon # W 5126M Bonded By Natiotlel Ntt1Yf An Contractor/Agent is _ Personally Known to Me or, Produced ID ENG: BLDG: POWER OF ATTORNEY Date: October 31 2006 I hereby name an appoint Kimberly Kmett Of Optimal Elec to be my lawful attorney In fact to act for me and apply to the City of Sanford Bldg Dept for an electrical permit For work to be performed at a location described as: Section Township Range Lot _70_ Block Subdivision Celery Estates Lennar Homes 516 Bella Rosa Sanford 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 Cq ti qd Copgact"d Contractor's License Number Signature df Register orQ6rtified Contractor The foregoing instrument was acknowledged before me this 3k day of Dc� of 20 D(p Byv� Who is personally known to me/who produced As identification and who did not take oath. State of Florida County of 5e. w, 6 Notary Public Carolyn Merritt Carolyn J Merritt My Commission D0370W Expires January 07 2009 COUNTY OF SEMINOLE IMPACT FEE STATEMENT ISSUED BY CITY OF SANFORD STATEMENT NUMBER 106-75152 ii r) '1 DATE: /C _ / S BUILDINGPERMIT'i�� BELZ -t L. 1 (CITY) [ ; GQOUNTY NUMBER: TRAFFIC ZONE(: JURISDICTION: 06 CITY OF SANFORD SEC: TWP: ING: PARCEL: SUBDIVISION: ' 0 I f-If—A! +� TRACT: PLAT BOOK: "�_ T BOOK PAGE: 3� BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NA ADDRESS: LAND USE CATEGORY: 001 - Single Family Detached House TYPE USE: Residential WORK DESCRIPTION: Single Family House: Detached - Construction FEE TYPE BENEFIT DIST RATE SCHEDULE FEE UNIT DESC. RATE PER UNIT # & TYPE OF UNITS TOTAL DUE ROADS -ARTERIALS CO -WIDE 0 dwl unit 5 705.00 1 $ 705.00 ROADS -COLLECTORS NORTH 0 dwl unit $ 000.00 1 $ 000.00 LIBRARY CO -WIDE 0 dwl unit $ 54.00 1 $ 54.00 SCHOOLS CO -WIDE 0 dwl unit $1,384.00 1 $ 1,384.00 AMOUNT DUE $ 2,143.00 STATEMENT RECEIVED BY: t 1 ilc 1�� ((�// SIGNATURE (PLEASE PRINT NAMJ' 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******************** 11111 II III II oil II It 111111111111111 II 111 II 11111111111111 lip MARYANNE MURSE, CLERK OF CIRCUIT COURT SEMINOLE CULWTY BK 06449 Pg.1513; (lpg) CLERK' S 41 2006166666 RECORDED 10/18/2006 10:5/:% AM RECORDING FEES 10.00 RECORDED BY t holden CERTI�FIEO Mp1�SE MAR Yn,arl Ul-f URT CLERK C F �` TY ct,FLURIOA SEMINC NOTICE OF COMMENCEMENT r, N M -e State of Florida Q County of Seminole N p The undersigned hereby informs all concerned that improvements will be made to certain real property, and in accordance with section 713.13 of the Florida Statues, the following information is stated in this NOTICE OF COMMENCEMENT. a Legal description of property (include Street Address, if available) LOT # _ ( , Celery Avenue Estates, PHASE 1 Z ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK # 71 PAGES #38-45 OF THE F" PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA, AIQ91? (p{x-�j� �L �l SANFORD FL 32771 Z General Description Of Improvements � -O ner LENNAR HOMES, INC. SINGLE FAMILY .DETACHED Address 101 SOUTHHALL LANE STE 450 MAITLAND, FLORIDA 32751 Z Owner's interest in site of the improvement OWNER/DEVELOPER Fee Simple Titleholder (if other than owner) .tea Name SAtAIE AS ABOVE = Address SA1N1E AS ABOVE w Z) Contractor SAME AS ABOVE O Address 0 Surety (if any) N/A U Z Address w Any person making a loan for the construction of the improvements. r p Name N/A Address unt of bond $ Person within the State of Florida designated by owner upon whom notices or other documents may be served: w .� Name LENNAR HOMES, INC. Address 101 SOUTHHALL LANE STE 450 MAITLAND, FLORIDA 32751 w In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as 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 IIomes, Inc. / 2— Sworn to and subscribed before me this ( day Of �d , 20 . Notary Public Personal Knowledge 20�ARY. P�ae,, EDWARD L. DEAN, JR. # ; MY COMMISSION 1 DD 55007 I �'+rfoF"v- BondedthBudgetN motarySeervkes UNIVERSAL ENGINEE'RIIgG SCIENCES Consultants In: Geotechnical Engineering • Building Inspections Environmental Sciences • Construction Services 3532 Maggie Blvd. • Orlando, FL 32811 • (407) 423-0504 Fax: (407) 581-0313 • tshank(@uesorl.com Web: www.uesorl.com LIETTIEG3 OF U R ° [ 807TAL Lennar Home Orlando,LLC TO: 101 Southhall Lane Ste, Lot 67 DATE: June 15, 2006 ORDER NO.: N/A Attention: Michael J. O'neill 450 Maitland, FL 32751 Re: Celery States North, Sanford, FL WE ARE SENDING YOU ■ Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ■ Other COPIES DATE NO. DESCRIPTION 3 6/15/06 Copies Plan review items delivered on 03/02/06 3 6115/06 Copies Plan Compliance Affidavit 3 6/15/06 Copies Notice to Building Official of Use of Private Provider 3 6/15/06 Copies Private Provider Plan Review Service Agreement 3 6115/06 Copies Resume Of Reviewer (Ken Derrick) 3 6115/06 Copies Resume Of Reviewer (Dan Canellas) 3 6/15/06 Copies Insurance Certificate for Lennar Homes 3 6/15/06 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 SIGNED: Delivered by: Docs. No. 486359 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 .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 Estates North, Sanford, FL A000, A 101, A102, A201, A202, A301, A302, E 101, M 101, S 101, S201, S202, S301, S302, S303, S304, S305, S306 Florida License/Registration/Certification #(s) and R. Kenneth Derick, P.E. — 37711 Signature of Reviewer: SWORN AND SUBSCRIBED before me y R. Kenneth Derick B g ersonally known to me or having produced 7T And who being fully sworn and cautioned, state t o a oregoing struean ?%r o e best of his/her knowledge or belief. Signature of Notary Printed Name Notary Public: NOTARY STAMP BELOW My commission expires: Doc No. 486375 TIFFANY R. SHANK Y4 V. �' p MY COMMISSION # DD 431149 19, 2009 EXPIRES: May 6ndorvrh8rs g�dTh,NomryPubNo i,A,f„h 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. 486378 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. 486380 Project: Celery Estates 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 a son the inspection personnel should change, or if any person listed above should di contin o qu Ity as a duly authorized agent, you will be notify in writing immediately. I Signature of Private Provider��/�— Date: 6/15/06 SWORN AND SUBSCRIBED before me by R. Kenneth Derick Being Versonally known to me, or having as I e w o being fully sworn and cautioned, s at€that the foregoing is true and correct to the best of ,arVhisfor knowledge of, belief,- /� Notary Stamp: My commission expires: of Notary Printed Name TIFFANY R. SHANK MY COMMISSION # DID 431149 ••'a EXPIRES: May 19, 2009 'f Po Bonded Thru Notary Public Underwriters 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 govemments, 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. "Committed to Service" 7reshold/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" Threshold/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 1 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" 7reshold/ 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 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). ■ 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" Threshold / 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" 04:27 PM Page: 2 of 1C ACORD_ CERTIFICATE OF LIABILITY INSURANCE OP ID P DATE(MM/DD/YYYY) A UNI—NG 06/01/06 PRODUCER THIS CERTIFICATE IS ISSUED AS 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.Ina.Co, (rreberq) INSURER B: Zurich -American Ina. (orlando) 16535 Universal Engineering Sciences Inc.; etal INSURER C: Great American Ina, (Marietta) 3532 R 32811 INSURER°: Orlando FL INSURER E: rnvcoer_cc 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 INSRC TYPE OF INSURANCE POLICY NUMBER DATE (MM/DD/Y1Y) DATE (MM/DD/YY) LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 2 0 0 0 0 0 0 A X COMMERCIAL GENERAL LIABILITY CLAIMS MADE XX OCCUR FEC6102911 07/17/05 07/17/06 PREMISES(EHtNita— aoccurence $ 50000 MED EXP (Any one person) $ 5 0 O O X I nc i s X, C, U BLRT WAIVER SUBROGATIGH PERSONAL 8 ADV INJURY $ 2 0 0 0 0 0 0 X Blanket Contract. GENERAL AGGREGATE $ 4000000 Ir REQ WRrrrEH COUMACT GEN'L AGGREGATE LIMIT APPLIES PER: POLICY X JPERCTT LOC PRODUCTS - COMP/OP AGG $ 4 0 0 0 0 0 0 AUTOMOBILE LIABILITY B ANY AUTO BAP279579705 05/01/06 07/17/07 COMBINED SINGLE LIMIT (Ea accident) $ 10 0 0 0 0 0 X ALL OWNED AUTOS SCHEDULED AUTOS BODILY INJURY (Per person) $ HIRED AUTOS X NON -OWNED AUTOS BODILY INJURY (Per accident) $ X PROPERTY DAMAGE (Per accident) $ GARAGE LIABILITY AUTO ONLY - EA ACCIDENT $ ANY AUTO H — OTHER THAN EA ACC AUTO ONLY: AGG $ $ C EXCESSIUMBRELLA LIABILITY X OCCUR CLAIMSMADE TUUSS4486402 OSIO1106 07/17/07 EACH OCCURRENCE $ 9000000 AGGREGATE $ 9000000 s DEDUCTIBLE a X RETENTION $ 10 0 0 0 $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY TORY LIMITS ER E.L. EACH ACCIDENT $ ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED/ If yes, describe under SPECIAL PROVISIONS below E.L. DISEASE - EA EMPLOYEE $ E.L. DISEASE - POLICY LIMIT $ OTHER A Professional and FEC6102911 07/17/OS 07/17/06 Ea Claim 2000000 Pollution Liab. I Aggregate 4000000 DESCRIPTION OF OPERATIONS / LOCATIONS / 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 ACORD 25 (2001/08) 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 AGENT'S OR REPRESENTATIVES. ©ACORD CORPORATION 1988 - ""' _"- -" ' ' ' ' .. "^ - -11. uate: tillrZ005 04:27 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 (200110R) .... — V I1-1— —I Y /\l. J M01I VBVIS In U. r0x1L.l. I V. Vliana Date: 6/12006 04:27 PM Page: 4 of 10 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: Amerisure Mutual Ins. Co. 23396 : Inc. Universal Engineering Sciences INSURER BINSURER : 3S32Orlando Mo A 32811 INSURER0: Orlando FI INSURER E: 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 (MM/DD/YY) LIMITS GENERAL LIABILITY EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY CLAIMS MADE ❑ OCCUR PREMISES (Ea occurence) $ MED EXP (Any one pew) $ PERSONAL & ADV INJURY $ GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER: POLICY JEOT LOC PRODUCTS - COMP/OP AGG $ AUTOMOBILE LIABILITY ANY AUTO COMBINED SINGLE LIMIT (Ea accident) $ ALL OWNED AUTOS SCHEDULED AUTOS BODILY INJURY (Per person) $ HIRED ALTOS ION -OWNED ALTOS BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per eccidertt) $ GARAGE LIABILITY AUTO ONLY - EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESSIUMBRELLA LIABILITY OCCUR CLAIMS MADE EACH OCCURRENCE $ AGGREGATE $ $ DEDUCTIBLE $ RETENTION $ $ A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE WC20OS65604 01/01/06 01/01/07 IAII X TORY LIMITS ER E L. EACH ACCIDENT $ 1000000 OFFICER/MEMBER EXCLUDED? If yes, describe under E.L. DISEASE - EA EMPLOYEE $ 10 0 0 0 0 0 E.L. DISEASE - POLICY LIMIT $ 10 0 0 0 0 0 SPECIAL PROVISIONS below 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 Florida Statute. 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 CityNOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL Building Department Building l of Sanford IMPOSE NO OBLIGATION OR LIABILITY OF ANITS KIND UPON THE INSURER, S AGENTS OR B P.O. Box 1788 REPRESENTATIVES. Sanford FL 32772-1788 IZE REPRESENTATIVE ACORD 25 (2001/08) 0 ACORD CORPORATInN IaRR .. ..... .. -.. -..I . - I - ""' o^"'. ". uate: onuuuo u4:L/ h-m t-age: b of 7u 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 (20 r1U111, 1'11J Ila MCI[y P L. J MUII UGVI, imi. raxl L/. 1 u. Vllana uate: 0/1rLUUb U4:27 PM Page: 6 of 10 ACORD_ CERTIFICATE OF LIABILITY INSURANCE OP ID P 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 9452SS 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 Hag gi3 eBlv1. INSURERD: Orlando R INSURER E: 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 (MWDD/YY) DATE (MWDD/YY) LIMITS GENERAL LIABILITY EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY CLAIMS MADE OCCUR PREMISES (Ea occurence) $ MED EXP (Any one person) $ PERSONAL a ADV INJURY $ GENERAL AGGREGATE $ GENL AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG $ POLICY JECT 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 $ ANY AUTO HOTHER THAN EA ACC AUTO ONLY: AGG $ $ EXCESS/UMBRELLA LIABILITY OCCUR CLAIMS MADE EACH OCCURRENCE $ AGGREGATE $ DEDUCTIBLE $ RETENTION $ $ A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE WC20OS65604 01/01/06 01/01/07 X TORY LIMITS ER E.L. EACH ACCIDENT $ 1000000 OFFICER/MEMBER EXCLUDED? If yes, describe w'49r E.L. DISEASE - EA EMPLOYEE $ 10 0 0 0 0 0 E.L. DISEASE -POLICY LIMIT $ 0000000 SPECIAL PROVISIONS below OTHER DESCRIPTION OF OPERATIONS / LOCATIONS / 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 FL Statute. RE: Lennar Corp, including all of its divisions,subsidiaries, partners, partnerships, shareholders, affiliated companies, successors a assigns, officers, directors, agents, servants and employees. l-MK I IrIL.A I e KULUMK CANCELLATION Lennar Corporation Insurance Compliance P O Box 12010-LC Hemet CA 92546-8010 ACORD 25 (2001/08) 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. OACORD CORPORATION 1988 uate: oitr[uuo wczf PM Page: 7 of lU 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. , -we; i. --iia Berry em. J rcvn waviS m5. raXllJ: ice: vnalla Date: 6/12006 04:27 PM Page: 8 of 10 ACORD CERTIFICATE OF LIABILITY INSURANCE OP ID P DATE(MM/DD/YYYY) �Oe6/01/06 UNIVENG PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION J Rolfe Davis Insurance ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 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 4 INSURED INSURER A: Hudson Spoc.Ins.Co. (rreberq) INSURER B: Zurich-Aaaricare I".(Orlando) 16535 Universal Engineering Sciences . Inc ; etal INSURERC: Great American Ins.Co. 3532 Maggie Blvd. Orlando FL 32811 INSURERD: INSURER E: COV 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 LIABILRY EACH OCCURRENCE $ 2 0 0 0 0 0 0 A X X COMMERCIAL GENERAL LIABILITY CLAIMS MADE X❑ OCCUR' FEC6102911 07/17/05 07/17/06 PREMIS�sEs"E occurence $ 50000 MED EXP (Any one person) $ 50 0 0 • Incls X,C,U Bray WAIVER SUBROGATION PERSONAL& ADV INJURY $2000000 IF REq NRITrEH CONTRACT X Blanket Contract. GENERAL AGGREGATE $ 4000000 GEM AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG $ 4 0 0 0 0 0 0 POLICY X EOT LOC B AUTOMOBILE LIABILITY ANY AUTO BAP279579705 05/01/06 07/17/07 COMBINED SINGLE LIMIT (Ea accident) E 1000000 X ALL OWNED AUTOS SCHEDULED AUTOS BODILY INJURY (Par person) $ HIRED AUTOS NON -OWNED AUTOS X BODILY INJURY (Per accident) $ X PROPERTY DAMAGE (Per accidont) $ GARAGE LIABILITY AUTO ONLY - EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC AUTO ONLY AGG $ $ C EXCESS/UMBRELLA LIABILITY X I OCCUR DeCLAImSmADE TUUSS4486402 05/01/06 07/17/07 EACH OCCURRENCE $ 9000000 AGGREGATE $ 9000000 DEDUCTIBLE $ X RETENTION $ 10 0 0 0 $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY TORY LIMITS ER E.L. EACH ACCIDENT $ ANY PROPRIETOR/PARTNEWEXECUTIVE OFFICEWMEMBER EXCLUDED? If yes. describe under SPECIAL PROVISIONS below E.L. DISEASE - EA EMPLOYEE $ 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 6 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 I 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. ^ "" " %" .—I ©ACORD CORPORATION 1988 rag 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) lime: onizuuo u4:Y/ F-m rage: 1u of 1u 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. UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Building Inspections Environmental Sciences • Construction Services 3532 Maggie Blvd. • Orlando, FL 32811 • (407) 423-0504 Fax: (407) 581-0313 • tshankQuesorl.com Web: www.uesorl.com LETTER OF TRANSMITTAL Lennar Home Orlando,LLC TO: DATE: June 15, 2006 ORDER NO.: N/A 101 Southhall Lane Ste, Lot 67 450 Maitland, FL 32751 Attention: Michael J. O'neill Re: Celery States North, Sanford, FL WE ARE SENDING YOU ■ 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 6/15/06 Copies Plan review items delivered on 03/02/06 3 6/15/06 Copies Plan Compliance Affidavit 3 6/15/06 Copies Notice to Building Official of Use of Private Provider 3 6/15/06 Copies Private Provider Plan Review Service Agreement 3 6/15/06 Copies Resume Of Reviewer (Ken Derrick) 3 6/15/06 Copies Resume Of Reviewer (Dan Canellas) 3 6/15/06 Copies Insurance Certificate for Lennar Homes 3 6115/06 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 SIGNED: Delivered by: Docs. No. 486359 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(cDuesorl.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 Estates North, Sanford, FL A000, A101, A102, A201, A202, A301, A302, E 101, M 101, S 101, S201, S202, S301, S302, S303, S304, S305, S306 Florida License/Registration/Certification #(s) and d R. Kenneth Derick, P.E. — 37711 Signature of Reviewer: /UZI;PL SWORN AND SUBSCRIBED before me by R. Kenneth Derick Bein personally known to me or having produced an identi ica ion And who being fully sworn and cautioned, state thl3tAhe foregoing,rrs rue arjo correct o the best of his/her knowledge or belief. nature of Notary Notary Public: NOTARY STAMP BELOW My commission expires: Doc No. 486375 Printed Name J: TIFFANY R. SHANK �f MY COMMISSION N DID431149 EXPIRES: May 19, 2009 PuLdc Ur�arrrriters BOW46 Tnru Notary R6,fi RP 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 Estates North, Sanford, FL Parcel Tax I.D.: Services to be Provided: Plans Review X Inspections 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): d _ri .k 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. Personally known or Produced identification Signature of Notary Notary Public: NOTARY STAMP BELOW My commission expires: Doc No. 486378 Print Name: Its: Address: Telephone No.: Partnership Before me, this day of , 20_, personally appeared Partner/age—nFo—n-5-e'Falt o A partnership, who executed the foregoing instrument, and acknowledged before me that same was executed for the purposes therein expressed. Type of identification produced Print Name Page 2 of 2 Pages uJ 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. 486380 Project: Celery Estates 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 ILicense # I License Type Dionisio Canellas I PE 49771 1 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 a 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: 6/15/06 SWORN AND SUBSCRIBED before me by R. Kenneth Derick Being ersonally known to me, or havi ro uce a o being fully sworn and cautioned, state that the foregoing is true and correc o e best of hisi er knowledge orbelief. n Sig NotaVStamp: My commission expires: Notary Printed Name a�: ; •-., ;....i;: TIFFANY R. SHANK MY COMR4ISSION q DD 431149 :�, ,� EXPIRES: May 19, 2009 :�.'a.= •,,��• pf••hA�: bonded Thru Notary PuDlk Underwriters 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, 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. "Committed to Service" yreshold/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" Threshold /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" ireshold / 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 ■ 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). ■ 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" Ireshold / Private Provider Inspection and Plan Review Construction Materials Testing • Geophysical -Services Environmental Sciences • Geotechn/cal 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" ACORD CERTIFICATE OF LIABILITY INSURANCE OP ID P4 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. (rreberq) INSURER B: Zurich -American 1".(Orlando) 16535 universal Engineering sciences INSURER C: Great American Ins,(Harietta) Inc. ; etal 3532 Maggie3Blvd. wsuRERo: Orlando FI INSURER E: rnvrewr_r-� THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REOUIREMENT, 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) LIMBS GENERAL LIABILITY EACH OCCURRENCE $ 2 0 0 0 0 0 0 A X COMMERCIAL GENERAL LIABILITY IM CLAWMADE FX OCCUR FEC6102911 07/17/05 07/17/06 PREMISES (Ea occurence) $ 50000 MED EXP (Any one person) $ 5 0 0 0 • I n c l s X, C, U Biro WAIVER sumocAmon PERSONAL 8 ADV INJURY $ 2 0 0 0 0 0 0 X Blanket Contract. GENERAL AGGREGATE $ 4000000 Ir REQ aEIT18H CGHIRACP GEN'L AGGREGATE LIMIT APPLIES PER: POLICY X JECT LOC PRODUCTS - COMP/OP AGG $ 4 0 0 0 0 0 0 - AUTOMOBILE LIABILITY B ANY AUTO BLAP27957970S 05/01/06 07/17/07 COMBINED SINGLE LIMIT (Ea accident) $ 10 00 0 0 0 X ALL OWNED AUTOS SCHEDULED AUTOS BODILY INJURY (Per person) $ HIRED AUTOS X TON -OWNED AUTOS BODILY INJURY (Per accident) $ X PROPERTY DAMAGE (Per accident) $ GARAGE LIABILITY AUTO ONLY - EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC AUTO ONLY: AGG $ $ C EXCESS/UMBRELLA LIABILITY X OCCUR FICLAIMSMADE TUU554486402 05/01/06 07/17/07 EACH OCCURRENCE $ 9000000 AGGREGATE $ 9000000 $ 0DEDUCTIBLE $ X RETENTION $ 10 0 0 0 $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY TORY LIMITS ER E.L. EACH ACCIDENT $ ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? It yes, describe under SPECIAL PROVISIONS below E.L. DISEASE - EA EMPLOYEE 1 $ E.L. DISEASE - POLICY LIMIT $ OTHER A Professional and FEC6102911 07/17/05 07/17/06 Ea Claim 2000000 Pollution Liab. I 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 Cr-n I IriCA I E NVLDER CANCELLATION City of Sanford Building Department P.O. Box 1788 Sanford FL 32772-1788 ACORD 25 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. OACORD CORPORATION 1988 . ... �..--a — 7 — „ "wn —v— II—. raAl V. 1 V. vltGlld uate: u/Iremti 04:27 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) rrom: rnsana tlerry At: J Holt Davis Ins. 1-axlu: 1 0: vitaua Date: 6/12006 04:27 PM Page: 4 of 10 ACORD_ CERTIFICATE OF LIABILITY INSURANCE OP ID P DATE( MWDD/YYYY) UNIENG V�006/01/06 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 INSURERC: Inc. 3532 Mag;ie3Blvd. INSURER0: Orlando INSURER E: 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 MORN TYPE OF INSURANCE POLICY NUMBER DATE (MWDD/YY) DATE (MWDD/YY) LIMITS GENERAL LIABIL(1'1' EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY CLAIMS MADE OCCUR upiviAutzTffR' PREMISES (Ea occurence) $ MED EXP (Puy one person) $ PERSONAL a ADV INJURY $ GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER: POLICY F7,ERCOT LOC PRODUCTS - COMP/OP AGG $ 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) $ AGE LIABILITY ALTO ONLY - EA ACCIDENT $ ANY AUTO M OTHER THAN EA ACC AUTO ONLY: AGG $ $ EXCESSIUMBRELLA LIABILITY OCCUR CLAIMS MADE EACH OCCURRENCE $ AGGREGATE $ DEDUCTIBLE S RETENTION $ $ A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE WC20OS65604 01/01/06 01/01/07 X TORV LIMITS ER E.L. EACH ACCIDENT $ 1000000 OFFICER/MEMBER EXCLUDED? If yes, describe under E.L. DISEASE - EA EMPLOYEE $ 10 0 0 0 0 0 E.L. DISEASE -POLICY LIMIT $ 1000000 SPECIAL PROVISIONS below 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 Florida Statute. CER IiFiCAT E HOLDER CANCELLATION City of Sanford Building Department P.O. Box 1788 Sanford FL 32772-1788 ACORD 25 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 CORPORATION IgRR r ra+i n. rnauna --y -1. a -.11 —.—aro. rani— r . vuana Uaxe: aruzuuo u9:Z/ t m rage: o of lu 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) Late: b/i/'[UUti U4:17 PM Page: 6 of 10 MM/DD/YYYY) ACORD_ CERTIFICATE OF LIABILITY INSURANCE OP ID P ��OvOl/06 UNIVENa PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE .T 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 INSURERC: Inc. 3532 Maggie3Blvd. Orlando FL INsuRERo: INSURER E: COVEP 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 POLICY 1-1-1=CTIVE DATE (MWDD/YY) POLICY IKATIUN DATE (MWDD/YY) LIMITS GENERAL LIABILITY EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY CLAIMS MADE ❑OCCUR PREMISES (Ea NIty nce) $ MED EXP (Any one person) $ PERSONAL & ADV INJURY $ GENERAL AGGREGATE $ GENL AGGREGATE LIMIT APPLIES PER: POLICY JEa LOC PRODUCTS - COMP/OP AGG $ AUTOMOBILE LIABILITY ANY AUTO COMBINED SINGLE LIMIT (Ea accident) $ ALL OWNED AUTOS SCHEDULED AUTOS BODILY (Per personon)) $ HIRED AUTOS NON OWNED AUTOS BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ GARAGE LIABILITY AUTO ONLY - EA ACCIDENT $ ANY ALTO OTHER THAN EA ACC AUTO ONLY: AGG $ $ EXCESSIUMBRELLA LIABILITY OCCUR ❑ CLAIMS MADE EACH OCCURRENCE $ AGGREGATE $ S DEDUCTIBLE $ RETENTION $ $ A WORKERS COMPENSATION AND EMPLOYERILrTY ANY PROPRIETOR/PARTNER/EXECUTIVE OF MEMBER EXCLUDED? If yes,es. describe underE.L. WC20OS65604 01/01/06 01/01/07 X TORY LIMITS ER E.L. EACH ACCIDENT $ 1000000 DISEASE - EA EMPLOYEE $ 10 0 0 0 0 0 E.L. DISEASE -POLICY LIMIT $ 1000000 SPECIAL PROVISIONS below 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 S assigns, officers, directors, agents, servants and employees. � =n i ern.,m i c nvLucrt CANCELLATION Lennar Corporation Insurance Compliance P O Box 12010-LC Hemet CA 92546-8010 ACORD 25 (2001/08) 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 CORPORATION 19RR rM Hage: 7 of is 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 Date: 6/12006 04:27 PM Page: 8 of 10 ACORD_ CERTIFICATE OF LIABILITY INSURANCE OP ID P DATE(MM/DD/YYW) 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 5pec.Lu.co. (Frab*rg) INSURER B' Zurich -American Ins.(Orlandc) 16535 Universal Engineering Sciences INSURERC: Great American Ins.Co. . Inc ; etal 3532 Maggie Blvd. Orlando FL 32811 INSURERD: INSURER E: 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 (MWDD/YY) DATE (MM/DO/YY) LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 2 0 0 0 0 0 O A X X COMMERCIAL GENERAL LIABILITY FEC6102911 07/17/05 07/17/06 PRE MI`SE S(Eeoecurence) $ 50000 CLAIMS MADE X] OCCUR MED EXP (Any one person) $ 5000 X InCls X,C,U BLKT WAIVER SUBROGATION PERSONAL aADVINJURY $2000000 X Blanket Contract. GENERAL AGGREGATE $ 4000000 III, REQ WRn-m coHTR,= GENT AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG $ 4 0 0 0 0 0 0 POLICY x ACT LOC AUTOMOBILE LIABILITY B ANY AUTO BAP279579705 OS/01/06 07/17/07 COMBINED SINGLE LIMIT Me accident) = 10 0 0 0 0 0 X ALL OWNED AUTOS BODILY INJURY SCHEDLLED AUTOS (Per (Per person) HIRED AUTOS X NON -OWNED AUTOS BODILY INJURY (Per accident) $ X PROPERTY DAMAGE $ (Per accident) AGE LIABILITY AUTO ONLY - EA ACCIDENT E ANY AUTO M OTHER THAN EA ACC $ AUTO ONLY' AGG $ EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE E 9 0 0 0 0 0 0 C X I OCCUR 7CLAIMSMADE TUUSS4486402 05/01/06 07/17/07 AGGREGATE $ 9000000 s DEDUCTIBLE $ X RETENTION $ 10 0 0 0 $ WORKERS COMPENSATION AND EMPLOYERSLIABILITYTORYLIABILITY LIMITS I 1"ER E.L. EACH ACCIDENT S ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? E.L. DISEASE - EA EMPLOYEE $ It 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 Aggregate 4000000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS The General Liability policy includes blanket additional insured endorsement 6 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 \.r-rc 1Irn-M 1 E: MULLPER CANCIPLI ATIAN Lennar Corporation RE: LC00002661 Insurance Compliance P.O. Box 12010-LC Hemet CA 92546-8010 RD 25 (2001/08) 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. OACORD CORPnRATInN 1QRR uatu: o/ 1lzvuo u'I:LI rM rage: `J 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. ^,-nv ca 14vu uuol - -- - - - - uaze: oruzuuo U9:Y/ F-m rage: lu of to 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. UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering 0 Building Inspections Environmental Sciences • Construction Services 3532 Maggie Blvd. • Orlando, FL 32811 • (407) 423-0504 Fax: (407) 581-0313 • tshankCc)uesorl.com Web: www.uesorl.com RETT EIIWSJF1111TRANSMITTAL Lennar Home Orlando,LLC TO: 101 Southhall Lane Ste, Lot 67 450 Maitland, FL 32751 DATE: June 15, 2006 ORDER NO.: N/A Attention: Michael J. O'neill Re: Celery States North, Sanford, FL WE ARE SENDING YOU ■ Attached ❑ Under separate cover via ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Copy of letter ❑ Change order ■ Other the following items: ❑ Specifications COPIES DATE NO. DESCRIPTION 3 6/15/06 Copies Plan review items delivered on 03/02/06 3 6/15/06 Copies Plan Compliance Affidavit 3 6/15/06 Copies Notice to Building Official of Use of Private Provider 3 6115/06 Copies Private Provider Plan Review Service Agreement 3 6/15106 Copies Resume Of Reviewer (Ken Derrick) 3 6/15/06 Copies Resume Of Reviewer (Dan Canellas) 3 6/15/06 Copies Insurance Certificate for Lennar Homes 3 6115/06 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. 486359 SIGNED: If enclosures are not as noted, kindly notify us at once. u 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: derickkna.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 Estates North, Sanford, FL A000, A101, A102, A201, A202, A301, A302, E 101, M 101, S 101, S201, S202, S301, S302, S303, S304, S305, S306 Florida License/Registration/Certification #(s) and R. Kenneth Derick, P.E. — 37711 Signature of Reviewer: SWORN AND SUBSCRIBED before Being Mersonally known to me or having produce an And who being fully sworn and cautioned, state alt e oregoing Is ru correc o best of his/her knowledge or belief. Signature otary Printed Name Notary Public: NOTARY STAMP BELOW My commission expires: Doc No. 486375 ;a .. -. TIFFANY R. SHANK MY COMMISSION fl DD 431149 EXPIRES: May 19, 2009 '' ThN Notary Public Underwntere i L,fyd •' Bonded RP 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 Estates 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): derick 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. Personally known or Produced identification Signature of Notary Notary Public: NOTARY STAMP BELOW My commission expires: Doc No. 486378 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. Type of identification produced 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. 486380 Project: Celery Estates 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 a son the inspection personnel should change, or if any person listed above should di co tin o qu ity as a duly authorized agent, you will be notify in writing immediately. 7 Signature of Private Provide Date: 6/15/06 SWORN AND SUBSCRIBED V rsonally known to m� being fully sworn an( nowledge or bel�Qf. Sig otary Stamp: My commission expires: before y R. Kenneth Derick or having produced as reautioned, state that the foregoing is true and co otary Printed Name TIFFANY R mNk EEV_ C0Mt.11SS10NNDD 431149EXPIRES: may A,WTNuNdL .�:. 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, 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. "Committed to Service" 7reshold / 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" it o Iu,u 1 —1-9 C r•l uviuer 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" 7reshold/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 • 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). ■ 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" Threshold / 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" , I.. 1,—.1. --I y — � —11 vaVls ins. raAl LJ. I o: vnaua Date: 6/12006 04:27 PM Page: 2 of 10 ACORD_ CERTIFICATE OF LIABILITY INSURANCE OPID Q DATE (MM/DD/YYYY) UNIVE11 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 9452SS ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Maitland FL 32794-5255 Phone: 407-691-9600 INSURERS AFFORDING COVERAGE NAIC # INSURED INSURER A: Hudson Spac.Ins.Co. (rrebarq) Universal Engineering Sciences INSURER B: Zurich -American Ins.(Orlando) 16535 Inc ; etal INSURER C: Great American Ins.(Harletta) . 3532 Maggie Blvd. INSURER Orlando FL 32811 INSURER E: THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REOUIREMENT, 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 INSRC TYPE OF INSURANCE POLICY NUMBER DATE (MM/DD/YY) DATE (MM/DD/YY) LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 2000000 A X COMMERCIAL GENERAL LIABILITY CLAIMS MADE — I OCCUR FEC6102911 07/17/05 07/17/06 PREMISES(Eaoccurence) $ 50000 MED EXP (Any one person) $ 5000 X Incls X,C,U BLHT WAIVER SUBROGATION PERSONAL BADVINJURY $ 2000000 IF REq WRrrrEN CONTRACT X Blanket Contract. GENERAL AGGREGATE $ 4000000 GEN'L AGGREGATE LIMIT APPLIES PER: POLICY X EC LOC PRODUCTS - COMP/OP AGG $ 4000000 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 EAUTO OTHER THAN EA ACC ONLY: AGG $ $ C EXCESSIUMBRELLA LIABILITY X OCCUR ❑CLAIMS MADE TUU554486402 05/01/06 07/17/07 EACH OCCURRENCE $ 9000000 AGGREGATE $ 9000000 S PDEDUCTIBLE $ X RETENTION $ 10 0 0 0 $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY U- T 0v`RY LIMITS F ER E.L. EACH ACCIDENT $ ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICERWEMBER EXCLUDED? It yes, describe under E.L. DISEASE - EA EMPLOYEE $ E.L. DISEASE - POLICY LIMIT S SPECIAL PROVISIONS below 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 %-cm I Iris-A1 a nVLucrt C:ANGELLATIC/N 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. Sanford FL 32772-1788 IZE REPRESENTATIVE ACORD 25 (2001/08) n arnan rnaDnDAr1nK1 1000 rrom: F,nscma tserry Mt: J KoIt Uavis Ins. raxiu: I o: Vltalla Uate: b/irZUU6 04:27 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 CERTIFICATE OF LIABILITY INSURANCE OP ID P DATE(MWDD/YYYY) UNIVENG 06/01/06 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION J Rolfe Davis Insurance ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 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 INSURERC: Inc. 3532 MaggieBlvd. 3 Orlando F INSURERD: INSURER E: COV 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 $ 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 AGG $ POLICY JEC 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 $ RANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESSIUMBRELLA LIABILITY OCCUR EICLAIMS MADE EACH OCCURRENCE $ AGGREGATE $ DEDUCTIBLE RETENTION $ $ A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOWPARTNER/EXECUTIVE WC20OS65604 01/01/06 01/01/07 X TORY LIMITS ER EL EACH ACCIDENT $ 1000000 OFFICER/MEMBER EXCLUDED? If yes, describe under E.L. DISEASE - EA EMPLOYEE $ 10 0 0 0 0 0 E.L. DISEASE - POLICY LIMIT $ 1000000 SPECIAL PROVISIONS below OTHER DESCRIPTION OF OPERATIONS I 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 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. ---- — t4V.11-1 © ACORD CORPORATION 1988 rI U1I1. r-I ISulla oCu y Mt. J RUII L dvlti II IJ. raxl1 . I U. V llalla Uaie: o/'I/LUUo u4:L/ HM rage: 5 or I 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. MI Wnw LJ t4vu Iwo) Uate: td/1/YUU6 U427 PM Page: 6 of 10 ACORD CERTIFICATE OF LIABILITY INSURANCE OP ID P 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 EL 32794-5255 Phone: 407-691-9600 INSURERS AFFORDING COVERAGE NAIL INSURED INSURER A: Amerisure Mutual Ins. Co. 23396 : Inc. Universal Engineering Sciences INSURER BINSURER: Orlando E'Le32811 INSURER D: Orlando INSURER E: rnvicenr�cc 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 $ COMMERCIAL GENERAL LIABILITY PREMISES (Ea oceurence) $ CLAIMS MADE ❑ OCCUR MED EXP (Any one person) $ PERSONAL ADV INJURY $ GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG $ POLICY JEa LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ ANY ALTO (Ea accident) ALL OWNED AUTOS BODILSCHEDULED $ AUTOS (Per person) (Per person) on) HIRED AUTOS BODILY INJURY $ NON -OWNED AUTOS (Per accident) PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY - EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY, AGG $ EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE $ DEDUCTIBLE $ RETENTION $ $ WORKERS COMPENSATION AND X TORY LIMITS ER A EMPLOYERS' LIABILITY ANY PROPRIETOR/ETOWPARTNER/EXECUTIVE WC20OS65604 01/01/06 01/01/07 E.L. EACH ACCIDENT $ 1000000 OF MEMBER EXCLUDED? E.L. DISEASE - EA EMPLOYEE $ 10 0 0 0 0 0 II yes,es, describe under E.L. DISEASE -POLICY LIMIT $ 1000000 SPECIAL PROVISIONS below I 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 cnNrFl I GTInW Lennar Corporation Insurance Compliance P O Box 12010-LC Hemet CA 92546-8010 ACORD 25 (2001/08) 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 CORPORATION 198f: F'M Flage: % 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. , rno oclly M . J moll Vavj5 In 5. raxl Ll: I o: VIialIa Date: 6/12006 04:27 PM Page: 8 of 10 ACORD_ CERTIFICATE OF LIABILITY INSURANCE OP ID P 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 32794-52SS Phone: 407-691-9600 INSURERS AFFORDING COVERAGE NAIC 9 INSURED INSURER A: Hudson Spoc.Ins.Co. (rrabarg) Universal Engineering Sciences INSURERS' Zurich -American ins. (Orlando) 16535 Inc ; etal INSURERC: Great American Ins.Co. . 3532 MagQL3 eBlvd. INSURERD: Orlando INSURER E: 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 $ 2000000 A X X COMMERCIAL GENERAL LIABILITY CLAIMS MADE a OCCUR FEC6102911 07/17/05 07/17/06 PREMISES(Eeoccureence� $ 50000 MED EXP (Any one person) $ 5000 X I nc i s X r C, U BLXT WAIVER SUBROGATIOU PERSONAL & ADV INJURY $ 2000000 Ir REQ WRrrMU COWMACT X Blanket Contract. GENERAL AGGREGATE $ 4000000 GEN'L AGGREGATE LIMIT APPLIES PER: LlPOLICY X jEC F7 LOC PRODUCTS - COMP/OP AGG $ 4000000 B AUTOMOBILE LIABILITY ANY AUTO BAP279579705 05/01/06 07/17/07 COMBINED SINGLE LIMIT (Ea accident) $ 1000000 X BODILY INJURY (Per person) $ ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS X BODILY INJURY (Per accident) $ X PROPERTY DAMAGE (Per accident) $ GARAGE LIABILITY AUTO ONLY - EA ACCIDENT $ ANY AUTO RAUTO OTHER THAN EA ACC ONLY, AGG $ $ C EXCESS/UMBRELLALIABILITY X occuR cLAIMSMADE TW554486402 05/01/06 07/17/07 EACH OCCURRENCE $ 9000000 AGGREGATE $ 9000000 RDEDUCTIBLE $ X RETENTION $ 10 0 0 0 $ WORKERS COMPENSATION AND TI' EMPLOYERS' LIABILI TORY LIMITS ER E.L. EACH ACCIDENT $ ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICERIMEMBER EXCLUDED? If yes, describe under E.L. DISEASE - EA EMPLOYEE $ 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 IAggregate 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. "' `" j" .—I OACORD 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. rM rage: io of iu 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. 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 single family residences (1 ne 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 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 Hof 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 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. W ITNE Signature. Alice Hardway Printed/Typed Name �&,, Agn&ure Alyce Rittenhouse Printed/Typed Name STATE OF FLORIDA ) COUNTY OF SEMINOLE ) (OWNER) ,, SignVire William Graham Printed/Typed Name Division President Title The foregoing instrument was acknowledged before me this 3rd day of June 2006 y William Graham ,b Division President for Lennar Homes Kwho is personally known to me or o who produced their Florida Driver's License as identification. Notary Public, State of Florid Print Name: ZCf4,�qly L My Commission Expires: 40 ;`b�� EDWARD L DEAN, JR. F:\SHA_LNG\Dept_forms\Estoppelletter.doc # * MY COMMISSION tDD55M EXPIRES: May 10, 2010 �''1`a cy Bordad Thru Budget Notary Services as CITY OF SANFORD PERMrr APPLICATION n Permit # : `� 1 _ j II©-- I Date: /(-(,/ K' Job Address: Description of Work:New Single Family Residence Historic District: Zoning: Value of Work: $ c� Permit Type: Building X Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service - # of AMPS Addition/Alteration Change of Scrvice Temporary Pole Mechanical: Residential Non -Residential Replacement __ New (Duct Layout & Energy Cale. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines it of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair- Residantial or CDuunercial Occupancy.Type: Residential X Commercial Industrial Total Square Footage: Construction Type: # of stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) i 1 (O Parcel p:� \e� (Attach Pruof of Ownership & Legal Description) Owners Name & Address: Lennar Homes 101 Southhall Lane Ste 450 Maitland, FL 32751 — _..__. _ Phone:407.682.7266 Contractor Nam_ e_ & Address: Michael J. O'Neill 101 Southhall Lane Ste 450 Maitland, FL 32751 State License Number:CRC057820 40 7.682.7266/40 7.682.6349 Phone Fad; Contact Person: Phone: Bonding Company: N/A Mortgage Lender. N/A Addrus: Arehiteet/Engineer: Lindeman-Bentzon Engineering CO Phone: 3S2.242.0100 Address: 731 E. Highway 50 Clermont, Florida F,,: 352.242.0302 Application ;is hereby [Wade 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 paa»t 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: [ certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of thispermit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance ofi rati n t I will notify the owner oftheproperty of the requirements Florida Lien Law, FS 713. )t J ' c lZSignaurre ofOwnerlAgent ignature o r/Agent Dale o c - Z. William Graham Michael J Neill o m A m a Print O cr/ is N Print C tear r/ it's Name / t�r 6i LLJ 11- LL m cWz w St of N Stau of Fkxiida to o Notary -State of Flo ' Da w o� >.- a r x rQ * ro, Owner/Agent is ✓ Personally Known to Me or Contractor/Agent is Personally _✓ Known to Me or ° Produced ID Produced ID , `APPLICATION APPROVED BY: Bldg: Zoning: a -Ay • 11' u --Utilities: FD: (Initial & Date) (Initial & Date) (Initial & Date) (Initial & Date) Special Conditions: J�70�_g�� DESCRIPTION AS .F'URNIISHED: Lot 67 , CELERY ESTATES NORTH, (unrecorded) Seminole County, Florida, more particularly described as follows: Cornrnence of the Southeast corner of Government Lot 2, Section 29, Township 19 South, Range 37 East, Seminole 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, 887.55 feet to the Point of Beginning; Thence continue S 89.50'10" W, 60.00 feet; Thence run N 00.09'50" W, 110.00 feet; Thence run N 89,50'10" E, 60.00 feet: Thence run S 00.09'50" E, 110.00 feet to the Point of Beginning. Containing 6,600 square feet or 0.15 acres more or less. LOT 92 PLOT PLAN FDR/CERTIFIED TO: Lennor Homes, Inc. N 89050' 10" E 60.00' I 24.80' I I 24.80' LOT 67 I ' 1 o.oa' 16.7' 23.3' r I — I COVERED 10.00' DO PORCH GO I -- I — 16.7' I � I I O w i PROPOSED RESIDENCE LOT 66 Q MODEL: CAYMAN-C O TWO -CAR GARAGE LEFT ^ I (S J O A J O C) I= C] I Ey � h QI A/C w 0 FRON 12 ? I PORE o 4� ❑ 4 • v I C] h I � Ic1q I 10.100' 10.00' I 20.0' DRIVE ( WALK I 125.20' - —I — 25.20' -- — — — -- — — — — — — 10' UTILITY W O O `" O O O O O O^ O U) .110T 91 LOT 68 "PC) 16250' EASEMENT A6g C., I 1 6y 5' WALK (s.e.) S 89°50' 10" W P.O.B. �s 8950'10' w . ,a 60. 0 0 ' 887.55' 7 7 2' CURB B.L'L_1-A 1,�O A CIRCLE. (50 ' R/W) TRACT T " (PRIVATE INGRESS & EGRESS) U 4� PROPOSED = FINISHED SPOT GRADE ELEVATION SQUARE FOOTAGE CALCULATIONS PER DRAINAGE PLANS S00 (SOD T1 CURB): 4,121t SQUARE FEET Nf'- = PROPOSED DRAINAGE FLOW DRIVE &LEAD WALKWAY: 529t SQUARE FEET LOT' GRADING TYPE 'A•' SIDEWALK/APPROACH: 414± SQUARE FEET PROPOSED F.F. PER PLANS = 16.35 TOTAL. LOT SQUARE FOOTAGE. 6,600E SQUARE FEET CR U>S'EIViV; .rJ R - IS`CIO TT LEGEND - LCGCND - P PLAT P I- • POINT ON LINE F • FIELD TYP. ITPICAL !RON PIPE PR.C. • POINT OF REVERSE CURVATURE LF. • IRON R(1n P.C.0 - POINT OF COMPOUND CURVATURE C.M_ • COtd,RE TE MBNUK.ENI RA B. RADIAL SET I/2' IR. •/-LB 4596 NA. • NON -RADIAL REC • RECOVCRCD V.P. • VIINESS POINT P.O.B. POINT OF BEGINNING CALL. = CALCULATED PO. ". POINT OF COMMENCEMCNI PRM • PERMANENT REFERENCE MONUMENT 4. F.I. TERLI.NE FF. = FINISHED FLOOR. ELEVATION NLD • NAIL C DISK BSI. BUILDING SETBACK. LINE P/I.' ESN 1. 9IGHT-OF-1AY EASE: l:NI P.4. B.B • REN'CHHARK BASE DEAPING DRAIN. DRAINnGC UTIL. = UTII ITY CLF'C. �� CHAIN LINK FCIKE' VI1FC VOBD FENCE C/B CUNCRCTE PLUCK.. P.C. •POINT OF CURVATURE P.,. POINT OF TANGENCY DESC. - DESCRIPTION R • RADIUS e ARC LENGTH 7 ^ DEL Tn C , CHARD C.B CHORD BEARING NORTH. EAST LINE, GOVERNMENT LOT 2 z 0 0 �o P.O.C., SOUTHEAST CORNER GOVERNMENT LOT 2. SEC77ON 29-79-31 BUILDING SETBACKS: FRONT= 2 REAR= 20' SIDE= 7.5' STREET SIDE= 15' PLOT PLAN ONLY (NOT A SURVEY) & ASSOC., INC. - LAND SU.R VEI .MRSI 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658- 1436 NoTFS: 1. THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS 774E MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 61017-6 FLORIDA ADMINISTRAT)VE CODE PURSUANT SECTION 472-027 FLORIDA STATUTES. 2 UNLESS EMBOSSED WBH SURVEYOR'S SELL, THIS SURVEY IS NOT VALID AND IS PRESENTED FOR INFORM47IONAL PURPOSES ONLY. J. THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO THE SURVEYOR. THERE MAY DE OTHER RESTRICTIONS OR EASEMENTS THAT AFFECT THIS PROPERTY. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. .5. MIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERRFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTRY. S. DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USE° TO RECONSTRUCT DOUNOARY LINE'S. 7. BEARINGS, ARE BASED ASSUMED DATUM AND ON THE UNE SHOWN AS RASE BEARING (O.B.) B. ELEVATIONS. IF SHOWN. ARE EIASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929, UNLESS OTHERWISE NOTED. 9. CERT FnAT: OF AU7HOR:1}N.AN No. 4696. SCALE 1 1 • - 20' — I DRAWN BY: CFRT7,.XD BY: DATE ORDER No. - PLOT PLAN 5-16-06 12049-06 METES & BOUNDS PLOT PLAN 06-07-06 4267-06 REVISED PLOT PLAN 07-25-06 4426-05 rms BOILDINC/PROPERTY DOES .,NOT UE WITHIN THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER "FIRRI- ZONE -X- PANEL ..{ 120289 0065 E (04-17-95) _ w /- i GRUSENM _fi, R`t'S. �7 4714 JAM W. SCO, ,R.LS 6 4801 VERNON H. BERRY JR., R.L.S. j 6262 RECEIVED JUL 2 7 2006 BY: U SCR(PTION AS FURNISHED: Lot 67 , 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, Seminole County, Florida; Thence run N 00.06'18" W, along the East line of said Lot 2, 2,30.00 feet; Thence run S 89.50'10" W, 887.55 feet to the Point of Beginning; Thence continue S 89'50'10" W, 60.00 feet; Thence run N 00'09'50" W, 110.00 feet; Thence run N 89'50'10" E, 60.00 feet: Thence run S 00.09'50" E, 110.00 feet to the Point of Beginning. Containing 6,600 square feet or 0.15 acres more or less. LOT 92 PLOT PLAN FOR/CERTIFIED TO: Lennor Homes, Inc. (PC) LOT 66 162.50 r I w S 1 10 10.00' ' I I I i 25.20' I I N 89050' 10" E 60.00' 24.80' LOT 67 16.7' 23.3 COVERED PORCH `6 16.7' PROPOSED RESIDENCE MODEL: CAYMAN-C TWO -CAR GARAGE LEFT 8.7' i 1.3' In 7WOO, 20.0' I DRIVE WALK I 25.20' I 10' UTILITY EASEMENT f M, LOT .91 LOT 68 6Oj 5' WALK (B'B') ,S' 89D50 10' W P.O.B. _S 89'50'10,, W 1 60.00' o EAST LINE, p 2' CURB GOVERNMENT' rn LOT 2 BL'LLA R OSA C_IR CL_I' 1 F (50' R/W) P.o.c., TRACT 'E ' SOUTHEAST CORNER (PRIVATE INGRESS & EGRESS) GOVERNMENT LOT 2, SECTION 29- 19-31 BUILDING SETBACKS- Q°�Fv SQUARE FOOTAGE CALCULATIONS FRONT= P P PROPOSED = FINISHED SPOT GRADE ELEVATION REAR= 20' PER DRAINAGE PLANS SOD (SOD TO CURB): 4,121t SQUARE FEET SIDE= 7.5' Nn-. = PROPOSED DRAINAGE FLOW DRIVE & LEAD WALKWAY: 529f SQUARE FEET STREETSIDE= 15' 1-07' GLIDING TYPE ''A' SIDEI"/ALK/APPROACH: 4141 SQUARE FEET PROPOSED F.F. PER PLANS = 16.35' PLOT PLAN ONLY TOTAL LOT SQUARE FOOTAGE: 6,600t SQUARE FEET (NOT A SURVEY) GY/T 1-/ 'I�7A/:k/1!,'Y&R -SCO77 & ASSOC"", INC. - I1-1ND ,SUR VE.YORS L-6I1D - Lf.GCND - P PL,AT 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658- 1436 = PnI_ . POINT ON LINE F FIELD TIP. • TYPICAL NOTES: I? tRON RIPE PR.C. = POINT OF COMPOSE CURVATURE IRON ROD P.C.C. RADIA pT COMPOUND CURVATURE I. THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH BY C L'.M. = CCNCRE 7E MONUMENT ND. • RACIAL THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 61Ci7-6 FLORIDA ADMINISTRATIVE CODE PURSUANT SET I.P. = 1/2' IR ./LLB 45% NR. NON-RA➢tnL SECTION 472-027 FLORIDA STATUTES. REC. RECOVERED VP. VITNESS POINT 2. UNLESS EMBOSSED WITH SURVEYOR'S SELL. 71HIS SURVEY IS NOT VALID AND IS PRESENTED TOR INFORMATIONAL. PURPOSES ONLY. 1, -O.➢. = nOINi OF BEGINNING ,ALE. ° CALCULATED D.r.. • DINT OF COMMENCEMENT • PERMANENT DEFERENCE MONUMENT J. THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO THE SURVEYOR. THERE MAY DE OTHER RESTRICTIONS ir. = CENTERLINE FF, a FIHiSNED FLOOD. ELEVATION OR EASEMENTS THAT AFFECT THIS PROPERTY. NLD =NAIL L DISK tl 'L. BUILDING SETBACK. LINE 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. P/v RIGHT -Or -MAY P.H. BENCHMARK 6ASI:MI:NT B.D. BASE BEARING MAIN DTI L. DRAT I.'nGC 5, TITS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTRY. 6. DIMENSIONS SHOWN FOR THE LOCATION Or IMPROVEMENTS HEREON SHOULD NOT BC USED TO RECONSTRUCT BOUNDARY LINES. UTiI. = UtILITY 7. BEARINGS, APE BASED ASSUMED DATUM AND ON THE ONE SHOWN A6 EASE BEARING (B.B.) LILY C. CHAIN LIME' FCNCC :'OF4 MOOD FENCE 8. ELEVATIONS, IF SHOMI. ARE EASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929, UNLESS OTHERWISE NOTED. C/B CONCPETE FLOCK 9. CERTIFICATE OF AUTHORIZATION N.. 4500. SCALE - 1- - 20' —H DRAWN BY: PC. POINT OF CURVATURE P.I. = PONT OF TANGENCY DESC. - DESCRIPTION CEHT7FRE0 BY: DATE ORDER N. o _.. _ R PA➢IUi L AP C LENGTH PLOT PLAN 5-I6-06 12049-06 _ DELTA METES & BOUNDS PLOT PLAN 06-07-06 4267-06 C CHORD GB. CHORD BEARING REVISED PLOT PLAN 07-25-06 4426-06 NORTH', THIS DUILDINrIPROPERTY OOES .MOT LIE WITHIN - — �!---�/! ZI ESTABLISHED 100 YEAR FL000 PLANE AS PER "FIRM' � GRUS£NM R, R7t7.$`4 W SCOTT, R.L.S 1 4601 ZONE -X." PANEL if 120289 0065 E (04-17-95) VERNON H. BERRY JR.. R.L.S. 1 6262 .; +ram . n ...I.-W'I_j _ tee- 12 'CEIVED iri^ t V'. 1. 10 Al lk P " j1�IIIR11''r f •� I '.1•' .Y !� �4 1 '! '" - - _ * . - ram,-�a'. .� �, �..�; �:.. � •:�-. � 11� + + .y �',� � � I. ... � ' " I'i N :f.y '��,.� Jar; ► City of Sanford "The Friendly City" Application for Engineering Permit This permit shall authorize work to be done in the City of Sanford based on the approved construction plans and the information provided below: Check One: ❑ Right -of -Way Utilization 0 Driveway THIS APPLICATION IS SUBMITTED BY - PROPERTY OWNERS)/APPLICANT- Applicant Name: Lennar Homes Finn: Address: 101 Southhall Lane Ste 450 Maitland, Florida 32751 Phone: (407) 682.7266 Fax: (407) 682.4396 Date: 1. PROJECT LOCATION OR ADDRESS: I w 2. TITLE OF APPROVED D O M NT�LANS: APPROVAL DATE: S 3. SCHEDULE OF WORK: FROM TO EMERGENCY REPAIRS ❑ 4. PROPOSED ACTIVITY: 0 Driveway Installation ❑ lAeeriial Installation ElUndergroundUtilities ❑ Bore and Jack ❑ Open Cutting of Roadway I_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. 7) -5681 TO SCHEDULE A PRE -POUR INSPECTION • BEF U IG CALL SUNSHINE 1-800-432-4770 Applicant Signatu Date: ,:QFFIGIAL USE ONLY Application'No: Fee: Date:.; ReyietiJei Publiq.lWorks DATE:1 Utilities' . DATE: Apprgved Engineering DATE: . Eng_pnnt.pdf NO.004 E Residential 'Worksheet La 1 •67 Date: 6 l �O — r G Permit Number Address / Location / Sub -division Contact Parson /��,� D `tJ'Lt:rl[-L_ phone Fax S . R. Conditioned G ` q J— ]Yon-Condftloncd Total Width / � h 711 Bedrooms 7/Z r 7 �Jt"10O / / Bathe V Values Searles I�7Af_• MiR9__.�_ . G[ L,--- *'---- . .... - - - - .. n - - r— Notes,• Note: Items below that are "Bold" are requiremcnta that may be; "Red -lined" by the cx%mincr, turned in at the dme of permit pick up, provided to the inspector on site, or generally items that should NOT stop a permit from being issued. Examinere have &scrcdennry Powers 00 other 1te008 as long as code requirements are met. ' Permit Package — (V3 Approved site plan required, (R106 1.1) & (R106.3.5) (Plans must march site plan) Gans ro scale, legible & numbered (R106.1.1) (LT Front, rear, side and overhead views for clarity. (R1016.1.1) (., roduct Approval list (FLA. SS 553.842, FAC 9)3-& 72) (/& aetgy Code calculations (IU3-101.2) (vJ Additional Perntlts Required Fire Sprinkler System.Permit Required (11:324.1) ( Plana *'■ ( /Mans signed, sealed & dated plans (RI06.1.1)(R301.1.3) Design Professional name/address, license # on plans ,(�10&1,1)(301.1.3) ( esign criteria used listed (R301 a 1.1) (`� �md speed and pressure coefficient for all openings r 1. Printed an plans (R301.2.1.2x R301.2. (.S) �_LL"' Floor Plana *TS (Y�quare Footage of Pmject (,Y Existing & New work Labeled with scope of work (RI 06.1.1 ( J/All EERO, window, and door locations with sizes labeled on the plants (11308.1)(R310.ix311.1) U'19" Accessible clear path to bathroom (R322.1.1) WKSMake detector locations. (R313.1) () Fmmdatian ( Footing location, depth & width (R403. L I ) ( Height limits -details for Stem/Retainin walls `Footing Minimum 12 " below grade (R403.1.4) JWood Fxnming — Min. 8" above do ( Concrete Foundations Min. 6" above grade (R40 1.6) (45/h1111. 6" Termite Inspection srsa above grade (R320.4) (4 Column footing/pad location & size (R401.I.1)(R403.1.1) (..)'Slab description (R506.1) (v) vertical reinforcing steel locations (R606.8.2) () Revision 2/2006 f•' Sealed Construction Details •v• " mor Bearins walls (R602JXR603.3)(R606.1,1) ( ell sheathing nailing schedule (R602.3) (, ice) wall & opening detail (R106.1.1)(r106.3.5) Wn,ntel Schedule/ Horizontal reinforcing (R606.8.1) ( Header details / chart (R602.3)(R602.7) (Klnterior bearing wal Is (R602.4) (—Y Anchor bolts size, spacing and embedment depth (R403.1.6) ( Sealed Layout by engineer/architect (R802.10.1)(R502.11.1)(R301.1.3) Strapping locations on plans (11802.10.1.9)(RN2.11.1) (( Connector chart listing: number, type, site and nail count for ALL connectors used. (R)06.1.1) (.yTruas bracing (R802.10.1) ( J/Roof sheathing nailins schedule (R602J) ( %),Roof type. (R902.1) *'• Optional details that may be needed fdr clarity 813) () Suit I Mitered glass assembly details (R308.5) () Glass Block details (R601.1) () Fire wall details (R317)(11302.2)(R309.2) (4abrmer Framing Details (-) Knee Wall details U'Gable end bracing details 4Eleotrlcal Calculations for Service size () Gas layout with; pipe lengths, pipe size, type and BTU at each outlet (G2413.1) ( ) Special air Handler Installation (M 1305.1.) Checklist for City Of Sanford Celery Estates Community ■ �� .- Sets Energy� LJ thorization Letter Owners Affidavit ❑ E ra Energy Calc Coverpage oracare Letter IPjzof Of Ownership ❑ ater/Sewer Application Ell 4A EllSeminole County Road Impact Statement" Ul Stair,Specs (2 Story Only) All fees are paid when permit is picked up. '" Pick up County Road Impact Statement from David Brown at Seminole County on way to drop off permit package. JThere is no charqe for this statement. REV 510PLri GENERAL. NOTES: 1) EXTERIOR let FLR WALLS W CHU UN-O. 2) INTERIOR 4 2nd STORY EXTERIOR WALLS 3 1/2- U.N.O. 3) - - - DENOTES ROUNDED CORNER DRYWALL BEAD. 4) TB - TOWEL BAR DRY AREA 0 56- A.F.F HET SHOWER ® 64' A.F.F. WET TUB ® 46" A.F.F. OVER COUNTER TOP ® 24' FROM COUNTER OVER ROMAN TUB a 56' A.F.F. 5) TP - TOILET PAPER FIX. 0 24' A.F.F 6) ALL EXTERIOR WALLS, LESS OPENIN65, ARE TO BE GON5IDERED SHEAR WALL5 UNO. ALL ROWH OPENING WINDOW SIZE5 MUST BE VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION. 1) 6ARA6E DOOR TO BE CERTIFIED BY MFR. FOR 120 M.P.H. 5) ALL TUB 4 SHOWER UNITS WILL HAVE ANTI-5CALDIN6 DEV ICE5 I NSTALLED. 9) ALL DOORS TO BE 6'-8' TALL U.N.O. OR PER BUILDER/CLIENT. 10) PWF- DENOTES PICTURE WINDOW FIN (FRAME) PW- DENOTES PICTURE WINDOW FLANGE (CMU) II) THE 6AR.A6E SHALL BE SEPARATED FROM THE RE54DEW—E AND ITS ATTIC AREA BY NOT LE55 THAN I/2' 6YPSUM BOARD APPLIED TO THE GARAGE SIDE. 12) GARA6E5 BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/b" TYPE X GYPSUM BOARD OR EQUIVALENT. 13) ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR 5URFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARDS. WALL LEGEND DENOTES CONC.BLOCK WALL H6T. a 8'-0' AF.F. ............ . . J ® DENOTE5 BEARING WALL PLAN REVIEW These plans have been revlawed for conlormance to the Florida Building Code (Building, Mechanical, Plumbing and Fuel Gas) and the National Electrical Code, as adopted by Me Stale of Florida. Our Plan Review of these plans is pursuant to Section 104.3 of theFlorida Building Code and do not include any items outside of the stated codes nor shall k relieve the permit holder from compliance with provisions of these or any other state or local law regulating construction or the performance of construction. Late: ,/ Standard Flans Examiner Limi& ft. —+ (Building, Mecnani,:al, Etoctrical, Pft"64 1W ry N v v O N m 23'-4' ■ ■ ■ ■ ■■ ry ■ 41, m � ® ry 101-0. Y-4' IF ■ u> rn Q ■ ■ - v r v (V � O ■ 5'-0' 12' 8' II' 9• 1- CHJ I ■ / 0 u� 0 in - 3'-54' 11 " Ib'-l#' -2 9'-l#• ■ rl 0 ■ ==T■ O ❑ ry v Q 4 � ram`—=.77 -1 7 Ln L ■ ■ .. .■ 2'-0' W-O' H'-&. 20'-0' 40,-0. FLOOR PLAN WITH DIMENSIONS Us' - I'-0' NEMAG AGM BENTMN NY INC CONSULTdJG ENdNEERS nnwr, nno. an.. .JD-cLcvrt. m m :o z o z W J 72 r o o o O z I;n Q O FO-1 Q h O 0 Q O-� U U w ANY DISCREPANCY OR ERROR IN DIHEN510N5 OR NOTES SHALL BE BROUGHT TO THE ATTENTION OF THE OE516H PROFE564ONAL FOR CLARIFICATION PRIOR TO C,OMI"IENCEI-ENT OF CONSTRUCTION. SEAL Cenaoi..0. ®-0006e1, .w b V� w,cVd l y M b �M M• rWrirA, wtNad. N..U.q W .inW br'p. s. eyGtAl aW�l A101 LENNAR_ {lua/iry. Ynfne. /ur.•griry• 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, Mich J. 'Neill SWORN TO AND SUBSCRIBED before me this �" day of & 200� at Altamonte Springs, FL This person known to me by Personal Knowledge. ro`'.": •';'8�� ALICE F. HARDWAY 4 * MY COMMISSION # DD 174113 EXPIRES: February 1, 2007 'toF F,7�0 Bonded 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 ME Owner's Affidavit 1, 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. l . We shall utilize a preliminary final plat with the proposed street name, which has been approved by the 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 C'ounty Zoning Divisiou that the applicant is the sole owner of all property conuguous to and fronting on the street in the preliminary final plat. 3. A scaled site plan, three (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 final recorded plat; and that no Certificate of Occupancy will be issued'until an amended building permit is purchased, providing a permanent address, with the appropriate fee required. S. We acknowledge that no Certificate of Occupancy shall be issued until a Certificate of Completion is issued for the subdivision; and all' construction and Permitting is at the risk and expense of the applicant/developer. William Graham — Division President Date STATE OF FLORIDA Sworn to and subscribed before me this day of/4 �/ b 20 ' yWilliam Craham Who is apersonally known to me OR D produced as identification. ALICF F. HARDWAV * „ My. COMMISSION 100 IRt�$; .ua174113 f ebr A" EkP!w•A t N 1 2007 Atr Rp qal rftly . Serviccs �,��`=�` Six-.•. IMIA 0 1 1, n 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, Public 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 Disodium Octaborate Tetrahydrate (Na:B4O„ • 4H20):........ 40.0% EPA Est. 64405-TN-t INERT INGREDIENTS: ........................................................ 60.0% U.S. Patent Nos.5,104,664 5,296,240 Density: 11.51 pounds per gallon KEEP OUT OF REACH OF CHILDREN CAUTION r. PRECAUTIONARY STATEMENTS Foods should be removed or covered during treatment. All food processing surfaces should be covered during treatment or Hazards To Humans & Domestic Animals thoroughly cleaned before using. After treatment in food processing CAUTION: Harmful if absorbed through skin. Avoid contact with skin, plants, thoroughly wash all equipment, benches, shelving, etc. where eyes or clothing. Wash thoroughly with soap and water after handling. exposed food will be handled, with an effective cleaning compound and, rinse with potable water. Statement o1 Practical Treatment When spraying overhead interior areas ofhomes, apartment buildings, y If Inhaled: Remove victim to fresh air. Apply artificial respiration.if etc., cover or protect all surfaces below the area being sprayed with plastic sheeting or other-'`rrlateriaT':wfiich can be disposed o1 if indicated. Contact a physician it warranted. I1 In Eyes: Flush with plenty of water. Get medical attention it irritation persists. It On Skin: contamination from dripping occurs: Do iiot apply in food serving areas 3 Wash with plenty of soap and water. Get medical attention. while food is exposed: �; _•^ X BORA-CARE. is NOT 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. yti� = S.J f„fir •STORAGE AND DISPOSAL Environmental Hazards Do-notconta nafe water, food or feed by storage or disposal. BORA-CARE° solutions carelessly spilled or..applied to cropland or77-. PESTICIDE STORAGE: Store in a dry place. Do not store where '` growing plants including trees and shrubs may kill or seriously retard" plant growth. Cover plants and nearby soil with plastic Id'avoid I. child:en or animals may gain access. Do not freeze. contamination. Do not apply directly to water. Do, not contaminate PESTICIDE DISPOSAL:. Do not contaminate water when disposing of water when disposing of equipment washwaters. _ equipment washwaters. Wastes resulting from the use of this product <'- ;may be disposed of on site or at an approved wasie disposal facility. DIRECTIONS FOR USE " .- •' CONTAINER DISPOSAL: Triple rinse (or equivalent). Then offer for It is a violation of Federal law to use this product in a manner recycling or. reconditioning, or puncture and dispose of in a sanitary inconsistent with its labeling. _ landfill, or incineration, or it allowed by state and local authorities, by burning. It burned, stay out -of smoke. NOTICE CLEANUP. Use soap and water to clean up tools. 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-CA'REO 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 when the plant is not in operation. 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. 11 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 ~s` 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 " ` rr; or absorbed with appropriate materials. (Refer to the BORA-CARED Material Safety Data Sheet for additional health and safety information.) 100 Nisus Drive,Rockford,TN 5 DiR3783 _ MADE IN THE U.S.A. (800) 264-0870 �,-_.s www.nisuscorp.com o� - 1. MIXING INSTRUCTIONS I 11. GENERAL INFORMATION 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-CAR-" 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 tines 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 2:1 dilution ratio may be ' Termites used for foaming Drywood Termites 1:1 or 2:1, Anobiid and Lyctid 1:1 or 2:1 Use a 2:1 dilution ratio for Powderpost Beetles treating hardwood floors. Logs require a 1:1 ratio. All other beetle species 1:1 Carpenter Ants 1:1 or 2:1 Decay Fungi 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 Powderpost Beetles and required for surface spray. Decay Fungi For prevention only. TABLE B. Dilution Ratios Water to Application BORA-CARE" Application Notes Logs, Large Beams and 1:1 All Insects and Decay Fungi. Dimensional Lumber Preventative Treatment of 2:1 Use on wood members Decking. Fences and 2' in thickness or less. Plywood Prevention of Powderpost 5:1 For prevention only. Beetles and Drywood Termites Laroe Beams and E0i-Q 5:1 Dip treatment ony. nsional Lumber BORA-CAR( is an innovative tenniticide, insecticide and fungicide that eliminates existing infestations and provides long term protection against: Subterranean Termites: Reticulitermes, Heterotermes Formosan Termites: -Coptotermes Dampwood Termites: Zootermopsis, Neotermes Orywood Termites: Kalotermes, Incisitermes Powderpost Beetles: Lyctidae, Bostrichidae Anobiid Beetles: Anobiidae Old House Borers, Longhorn Beetles: Cerambycidae, Hylotrupes Ambrosia Beetles: Platypodidae, Scolytidae . Carpenter Ants: Camponotus 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 (OSB), 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 subter.raPgao 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 (parliculariy Old House Borers) already present in the wood at the time of treatment may occasionally emerge sometime after treatment. This will not occur frequently enough to cause structural damage to any wooden member. W. REMEDIAL TREATMENT FOR THE CONTROL OF 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 Wall 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 least 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-CARE" 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, subf►oors, 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-CARE* solution. Wait at least 20 minutes between applications. Apply at a rate of approximately one (1) gallon of BORA-CARE® solution per 200 square feet of floor area (400 square feel of wood surface area). C. Buildings on slabs may be treated by applying BORA-CARE° 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 to treat the base plate in each void: Treat entire wall areas as opposed to single stud bays in order to include the infested area completely within the ireatment 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-CAREm (2:1) solution at a'rate 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 additional light sanding may be necessary before applying a new 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 tight 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-CARE' solution. If necessary, remove or displace insulation prior to treatment. 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) pan, BORA-CAREm (2:1) and adding 3 to 8 bunces 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. Apply foamed BORA-CARE° to void spaces at a 1:20 to 1:30 foam ratio (one [1j 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.. ' G. Foam insulation may be treated by injecting a two (2) pans water to one (1) pan BORA-CARE* (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 polyisocyanurate 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 subffoors. Treat wood in all plumbing, - electrical, and ductwork areas where they penetrate walla 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 roof 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 Vill and IX for complete exterior application inlormation). 3 VI. 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" (1:1) 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 subtloors 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 subtloors 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 isiimited to one (1) or two (2) sides of wood members such as sills and plates on foundation walls, apply two (2) 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 a 24-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 masonry foundation level. Coated or painted wood may be treated by pressure injecting BORA-CARE' into holes drilled 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 bath traps 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 11. PREVENTATIVE TREATMENT FOR DRYWOOO TERMITES AND POWDERPOST BEETLES Apply two (2) coats o1 a five (5) gallons water to one (1) gallon BORA-CARE" (5:1) solution to aft wood surfaces to the point of wetness using a brush, spray or mist. Wait at least 20 minutes between applications. V I I I . 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. It necessary, remove paint or finish prior to application. Apply one (1) coat of SORA-CARE 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 surfaees which have been treated with BORA-CARE" 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 the finish to be used and check for compatibility prior to complete application. 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 alUntertor and exterior wood surfaces. Refer to, application chart for minimum amount of BORA-CARE" 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. It 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 cover all 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. XI. 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". . XI1. APPLICATION RATES TABLE A. Dimensional Lumber 1 Gallon of Diluted Minimum Amount of Lumber Size BORA-CARE® Diluted BORA=CARE®to (inches) Will Treat Up To: Treat 1000 Lineal Feet 1 x 4 1,200 Lineal Fee 0.8 Gallons 1 x 12 400 2.6 2 x 4 600 1.6 2 x 6 400 2.6 2 x 8 308 3.2 2 x 10 240 4.2 2 x 12 200 5.0 4 x 4 300 3.4 4 x 6 200 . 5.0 4 x 8 150 6.8 4 x 12 100 10.0 6 x 6 133 7.6 6 x 8 100 10.0 "8b 6 x 10 12.6 6 x 12 68 15.0 XI I I. 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 manufacturer 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-CARE° 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-CAREm Diluted BORA-CAREmto (inches) Will Treat Up To: Treat 1000 Square Feet 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) 1 Gallon of Diluted Minimum Amount of Diameter BORA-CARE© Diluted BORA-CARE®to (inches) Will Treat Up To: Treat 1060 Lineal Feet 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.30RA-CARE6 solution to 400 board feet of wood. 100 Nisus Drive Rockford, TN 37853 800-264-0870 5 www.nisuscorp.com Issue Date:8124/89 MATERIAL SAFETY DATA SHEET Revised Date:3/28/97 BORA-CARE® Health Emergencies: CHEMTREC° (800) 424-9300 SECTION I - PRODUCT IDENTIFICATION 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. 1.07-2:1-1 TLV 50.00 ppm ACGIH Type,CEIL " SECTION III - PHYSICAL DATA Appearance: Clear viscous gel Specific Gravity: 1.38 g/mf Volatile: 60% by weight ' Vapor Pressure: Negligible Boiling Point: Above 212' F Odor: None . pH: 50% aqueous solution 6.9 - 7.1 % Solubility in Water: 100 % 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 repeated exposure to this material may cause softening of the skin. Persons with pre-existing skin disorders may be more susceptible to the effects of this material. INGESTION: This material may be harmful it 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 hialfoOnations (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. Acute oral LDso - greater than 5 gm/kg body weight (Sprague-Dawfey male and female rats). Acute dermal LDw - 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- Dawfey male and female rats). S. Intentional misuse by deliberately concentrating and inhaling this material may be harmful or fatal. SECTION V - EMERGENCY AND FIRST AID PROCEDURES EYE CONTACT: Flush eyes with clean water for 15 minutes. If irritation persists, seek medical attention. SKIN CONTACT: Remove contaminated clothing. Cleanse affected area thoroughly by washing with mild soap and water. If irritation or redness develops and persists, seek medical attention. INHALATION: It irritation of the nose or throat develops, move away from the source of exposure and into fresh air. If irritation persists, seek medical attention. If victim is not breathing, artificial respiration should be administered,'[ t breathing difficulties develop, oxygen should be administered by qualified personnel. Seek immediate medical attention. SECTION V - EMERGENCY AND FIRST AID PROCEDURES (Cont.) 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: f iis` f6duct 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 (fag Closed Cup) FLAMMABLE LIMITS: Not known. EXTINGUISHING MEDIA: CO„ dry powder or universal type foam. 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 containers 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 or face 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 4WF 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 suitabifily of the product for their panicularpurpose and on the condition that they assume the risk of their use thereof. ' 6 - o 100 Nisus Drive, Rockford, TN 37853 800-264-0870 www.nisuscorD.com CITY OF SANFORD P.O. BOX 2847 SANFORD, FL 32772-2847 a (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 DESCRIPTIC Has the site plan been approved by the Planning Board ? If yes, when? "�"�� 3. PROPOSED DEVELOPMENT New Sin=le Famil Residence What is the property to be used for? ,_jy (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 informatiog Wyolipfl v t of plication is Michael J. O'Neill (Print Name) (Siinafurel FOR CITY USE ONLY: AVAILABILITY: YES NO YES NO YES NO WATER I 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) (DATE) ADDITIONAL INFORMATION: (UTILITY DIRECTOR) (DATE) TRUS�SWAY Project: Lennar Homes, Cayman C Celery Estates Lot 67, City of Sanford Trussway, Ltd. Southeastern Division 8850 Trussway Blvd. Orlando, FL 32824 Ph. (407)857-2777 Fax (407)857-7855 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: Mitek202O 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,JO1-JO3,RO1-RO9,R16-R19,R26-R30,R32,R33,V01-VO3 May 3, 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 ROOF, COMPONENTS SPREAD SHEET REV. PROJECT:CAYMAN BUILDER: LENNAR HOMES CITY: Page 1 of 0 JOB #: RF. DUR. FACT:1.25 STATE: 0E� Y RF. LOAD: 20.0-10.-0.0-10.0 DRAWN BY: LE3157 DATE: 01/22/04 CHECKED BY: RF. SPAC: 02-00-00 Date Printed: 12/28/05 GBL STUD SPAC: 01-04-00 PLANT: Orlando SALESMAN: DS 1 -, a BLDG# C LEVEL •,' t d ; BLDG T PITCH SPAN ti DESCRIPTION :;F::,. ; FU 1;`,QTY; 1 coUN PRICE S11B70TA 3.54 08-05-01 OUTRIGGER HRO1 1 5.00 02-00-00 JACK JOl 1 5.0 04-00-00 JACK J02 1 5.00 06-00-00 JACK = � 103 2 1 5.00 40-00-00 RHIP GIR R01 1 1 5.00 40-00-00 RHIP '"777D' R02 I 1 5.00 40-00-00 RHIP R03 I 5.00 40-00-00 RHIP R04 1 5.00 40-00-00 RHIP ® R05 1 5.00 40-00-00 RHIP R06 1 5.00 40-00-00 RHIP R07 1 5.00 40-00-00 REG ® R08 5.00 40-00-00 REG ® R09 1 5.00 20-00-00 RHIP GIR R16 I 1 5.00 20-00-00 RHIP R17 1 I 5.00 20-00-00 REG R18 1 I 5.00 19-11-04 REG zf!5X�!!n, R19 I1 5.00 11-04-00 REG R26 31 5.00 11-03-04 REG R27 I 1 5.00 11-03-04 MHIP R28 I 1 5.00 11-03-04 � MHIP ,L4Jr'�� R29 I 1 5.00 I 1-03-04 MHIP 1i R30 I 1 5.00 06-03-08 s 201 0 R32 41 5.00 11-04-00 RGBL R33 I 1 5.00 04-00-00 MVAL Vol I 1 5.00 06-00-00 MVAL <��° V02 1 1 Page 1 ROOF, COMPONENTS SPREAD SHEET REV. PROJECT:CAYMAN BUILDER: LENNAR HOMES RF. 1.25 CITY: Page 2 of 0 ("!dcq J;7 JOB DUR. FACT: STATE: 2Z LE3157 RF. LOAD: 20.0-10.0-0.0-10.0 DRAWN BY: DATE: 01/22/04 Date Printed: RF. SPAC: 0.2-00-00 CHECKED BY: PLANT: Orlando -? Il 4 6 12/28/05 GBL STUD SPAC: 01-04-00 SALESMAN: DS BLDG # q -1 '3 P �j. LEVEL BLDG T PITCH... SPAN DESCRIPTION:, QT'y- COVNT.-.PRICE SUPTOTAL 5.0008-00-00 WAL TTV03 -1 Total Items 27.00 TOTAL TRUSSES 80 I LE3157 y IHR01 -1-5-0 s 1.5-0 OUTRIGGER ty LE3157 - Lennar Orlando - CAYMAN 1 1 Job Reference (optional) 6.200 s Jul 13 2005 MTek Industries, In 5-9-0 i 8-5-1 5.9-0 2.8-1 H5515 1 2x3 11 Scale = 1:17.6 n 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 FBC2004/TPI2002 LUMBER TOP CHORD 2 X 4 SYP No.1 BOT CHORD 2 X 4 SYP SS WEBS 2 X 4 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) B = 331/0-3-8 F = 46010-3-8 Max Horz B = 177(load case 3) Max Uplift B =-178(load case 3) F =-243(load case 3) FORCES (lb) Maximum Compression/Maximum Tension TOP CHORD A-B = 0/22 B-C =-383/169 C-D = -48120 D-E = -6/0 D-F =-1231118 BOTCHORD B-F =-281/345 WEBS C-F =-411/335 NOTES (7-8) 1) Wind: ASCE 7-02; 120mph (3-second gust); h=15ft; 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. 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. 8-5.1 CSI DEFL in (loc) I/deft TC 0.18 Vert(LL) -0.20 B-F >494 BC 0.38 Vert(TL) -0.51 B-F >190 WB 0.10 Horz(TL) 0.00 F n/a (Matrix) to bearing plate capable of withstanding 178 lb uplift at joint B and 243 lb uplift at joint F. 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 Regular: Lumber Increase=1.25, Plate 1) 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=124(F=32, B=-32), D=-84(F=-32, B=-32)-to-E=-87(F=-34, 13=34) Ud PLATES GRIP 240 MT20 244/190 180 n/a Weight: 35 lb Junadie Budiman, P.E. Florida P.E. No. 45161 8850 Trussway Boulevard Orlando, FL 32824 December 20,2005 1 LE3157� IJ01 IJACK I I 1 H5519 —Y, �nan00, r1 6.200 s Jul 13 2005 MITek Industnes, In( I -1-0-0 i 2-" C 1-0-0 2-0-0 1 Scale = 1:7.2 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.16 Vert(LL) -0.00 B >999 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.06 Vert(TL) -0.00 B-D >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a n/a BCDL 10.0 Code FBC20041TPI2002 (Matrix) Weight: 8lb LUMBER TOP CHORD 2 X 4 SYP No.3 BOTCHORD 2 X 4 SYP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purtins. BOTCHORD 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 Horz B = 76(load case 6) Max Uplift B = -113(load case 6) C = -33(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 = 0/22 B-C = -30/12 BOTCHORD B-D = 0/0 NOTES (7-8) 1) Wind: ASCE 7-02; 120mph (3-second gust); h=15ft; 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. 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 113 lb uplift at joint B and 33 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 Junadie Budiman, P.E. Florida P.E. No. 45161 8850 Trussway Boulevard Orlando, FL 32824 December 20,2005 H5520 LE3157- Trussway, Orla, t I 1 IJob Reference (optional) 6.200 s Jul 13 2005 MiTek Industries, Inc. Tue Dec 20 16:59:37 2005 1-0-0 4-0-0 1-0-0 4-0-0 C ' Scale = I 9x3 — 4-0-0 1 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.3 BOT CHORD 2 X 4 SYP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) C = 101/Mechanical B = 228/0-3-8 D = 37/Mechanical Max Horz B = 119(load case 6) Max Uplift C =-90(load case 6) B =-135(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 = 0/22 B-C = -51/32 BOTCHORD B-D = 0/0 NOTES (7-8) 1) Wind: ASCE 7-02; 120mph (3-second gust); h=15ft; 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. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. CSI DEFL in (loc) I/defl 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) Count Method when this truss is chosen for quality assurance inspection. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 90 lb uplift at joint C and 135 lb uplift at joint B. 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: 14 lb Junadle Budiman, P.E. Florida P.E. No. 45161 8850 Trussway Boulevard Orlando, FL 32824 December 20,2005 -CAYMAN H5521 LE3157_ J03 Tfussw y, Orlando, FI I 1 1 1 6.200 s Jul 13 2005 MiTek Industries, Inc. Tue Dec 20 16:59:37 2005 Page 1 1-0-0 6-0-0 c 3x3 = Scale = LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.41 Vert(LL) -0.06 B-D >999 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.32 Vert(TL) -0.14 B-D >470 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 C n/a n/a BCDL 10.0 Code FBC2004rrPI2002 (Matrix) Weight 20lb LUMBER Count Method when this truss is chosen for quality TOP CHORD 2 X 4 SYP No.2ND assurance inspection. BOT CHORD 2 X 4 SYP No.2ND 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss BRACING to bearing plate capable of withstanding 143 lb uplift at TOP CHORD joint C and 166 lb uplift at joint B. Structural wood sheathing directly applied or 6-0-0 oc 6) "Fix heels only" Member end fixity model was used purlins. in the analysis and design of this truss. BOT CHORD 7) NOTE: Refer to yellow bracing and/or T-1 sheet for Rigid ceiling directly applied or 10-0-0 oc bracing. more information. 8) NOTE: The seal on this drawing indicates REACTIONS (lb/size) acceptance of professional engineering C = 157/Mechanical responsibility solely for the truss component design B = 310/0-7-8 shown. D = 55/Mechanical Max Horz LOAD CASE(S) B = 165(load case 6) Standard Max Uplift C = -143(load case 6) B = -166(load case 6) Max Grav C = 157(load case 1) B = 310(loadcase 1) D = 111(load case 21 FORCES (lb) Maximum Compression/Maximum Tension TOP CHORD A-B = 0/22 B-C = -81/50 BOTCHORD B-D = 0/0 NOTES (7-8) 1) Wind: ASCE 7-02; 120mph (3-second gust); h=15ft; TCDL=S.Opsf; BCDL=S.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. �T :�jr,, Junadie Budiman, P.E. Florida P.E. No. 45161 8850 Trussway Boulevard Orlando, FL 32824 December 20,2005 1LE3157- R01 RHIP GIR H5524 1 s Jul 13 2005 MiTek Industries, Inc. Tue Dec 20 17:04:11 2005 Page 1 6-0.0_ _ _ _ 114.14 I 16-11-8 20-0-0 2r 3.0 8 26 7 2 I 34-00 I 40 0 4 1.0-0 6-0-0 5-4-14 5.6-10 3-0-8 3-0-8 5-6-10 5-4-14 6.0.0 1-0-0 Scale = 1 5.00 F12 6x7 : 2x4 11 3x6 = 3x6 = 3x6 = 4x7 = 2x4 11 3x6 = 6x7 zz 4x7 U T S R O P O N 4x7 2x4 II 4x5 = 5x6 = 6x10 = 6x10 = 5x6 = 4x5 = 2x4 II 1 5.104 1 11-4-14 1 16.11-8 1 23.041 1 28-7.2 1 34-1-12 40-0-0 1 5-10-4 5.6.10 5.6-10 6-1-0 5-6-10 5-6.10 5.10.4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.99 Vert(LL) 0.17 T >999 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.54 Vert(TL) -0.30 T-U >906 180 BCLL 0.0 Rep Stress Incr NO WB 0.78 Horz(TL) 0.07 L n/a n/a BCDL 10.0 Code FBC2004fTP12002 (Matrix) Weight: 221 lb LUMBER TOP CHORD 2 X 4 SYP No.2ND'ExcepY T3 2 X 4 SYP No.1, T4 2 X 4 SYP No.1 BOT CHORD 2 X 6 SYP No.2 WEBS 2 X 4 SYP No.3 BRACING TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt D-R, J-Q REACTIONS (lb/size) B = 1414/0-3-8 Q = 3884/0-7-8 L = 819/0-3-8 Max Horz B = 63(load case 5) Max Uplift B = -675(load case 5) Q = -1880(load case 3) L = -439(load case 6) Max Grav B = 1418(load case 9) Q = 3884(load case 1) L = 828(load case 10) FORCES (lb) Maximum Compression/Maximum Tension TOP CHORD A-B = 0/26 B-C =-2968/1326 C-V = -2973/1479 D-V =-2973/1479 D-E = -1269/645 E-F =-1269/645 F-G = -1269/645 G-H =-1263/2682 H-1 = -1263/2682 1-1 =-1263/2682 J-W = -276/217 K-W =-276/217 K-L = -1460/659 L-M = 0/26 BOT CHORD B-U = -1152/2662 BOTCHORD T-U =-1144/2628 S-T =-1376/2973 R-S =-1376/2973 Q-R = -600/341 P-Q =-52/276 O-P =-521276 N-O =-475/1236 L-N =-484/1271 WEBS C-U =-146/569 K-N =-152/583 D-T = 0/229 F-R =-543/443 H-Q =-575/456 J-O =-51/583 C-T =-260/468 D-R =-1874/917 G-Q =-2677/1361 J-Q =-3189/1553 K-O =-1078/471 G-R =-1087/2370 NOTES (11-12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 120mph (3-second gust); h=15ft; 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. 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 675 lb uplift at joint B. 1880lb uplift atjoint Q and 439 lb uplift at joint L. 7) Girder carries hip end with 6-0-0 end setback. 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) 360 lb down and 200lb up at 34-0-0, and 360 lb down and 200 lb up at 6-0-0 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). LOAD CASE(S) Standard Regular. Lumber Increase=1.25, Plate 1) Increase=1.25 Uniform Loads (plf) Vert: A-C=-60, C-K=116(F=56), K-M=60, B-U=-20, N-U=39(F=-19), L-N=20 Concentrated Loads (lb) Vert: U=-360(F) N=360(F) Standard Regular. Lumber Increase=1.25, Plate 1) Increase=1.25 Uniform Loads (plf) Vert: A-C=-60, C-K=-116(F=-56), K-M=60, B-U=-20, N-U=39(F=-19), L-N=20 Concentrated Loads (lb) Vert: U=-360(F) N=-360(F) r Junadie Budiman, P.E. Florida P.E. No. 45161 8850 Trussway Boulevard Orlando, FL 32824 December 20,2005 H5526 ILE3157. IR03 RHIP 1 I 1 IJob Reference 6.200 s Jul 13 20C 16:59:39 2005 Pace 1 11-0-0 7-1-8 1 9-10-8 1 16-10-1 I 23-1-15 30-1-8 1 32-10-8 1 40-0-0 41.0-Q 7-1-8 2-9-0 6-11-9 6-3-14 6.11-9 2.9-0 7-1-8 1-0-0 Scale = 1:67.7 3x5 = 6x6 = 6x6 3x6 = 3x5 = 5.00 F12 WA D E F G H 2rd r v N M L 3x10 M1120H= 3x5 = 4x9 = 4x9 = 3x10 M1120H= 9-10-8 20-0-0 30-1-8 40-0-0 9-10-8 10-1-8 10-1.8 9-10-8 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'Except* T2 2 X 4 SYP No.2, T3 2 X 4 SYP No.2 BOTCHORD 2 X 4 SYP No.2 'Except* B2 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 2-2-0 oc bracing. WEBS 1 Row at midpt E-P, G-L REACTIONS (lb/size) B = 1657/0-3-8 J = 1657/0-3-8 Max Horz B = 74(load case 6) Max Uplift B =-598(load case 4) J =-598(load case 5) FORCES (lb) Maximum Compression/Maximum Tension TOP CHORD A-B = 0122 B-C =-3428/1237 C-0 =-3132/1165 D-0 =-3109/1174 D-E =-2868/1101 E-F =-3798/1503 F-G =-3798/1503 G-H =-286811101 H-R =-3109/1174 I-R =-3132/1165 I-J =-342811237 J-K = 0/22 BOTCHORD B-P =-1066/3081 O-P =-1382/3728 N-O =-1382/3728 M-N =-1376/3728 L-M =-1376/3728 J-L =-1040/3081 WEBS C-P =-349/298 D-P =-310/997 E-P =-1102/534 E-N = 0/241 G-N = 0/241 CSI DEFL in (loc) I/defl Ud TC 0.90 Vert(LL) 0.41 N >999 240 BC 0.97 Vert(TL) -0.93 N-P >513 180 WB 0.36 Horz(TL) 0.26 J n/a n/a (Matrix) WEBS G-L =-1102/534 H-L =-310/997 I-L =-349/298 NOTES (9-10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 120mph (3-second gust); h=15ft; 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 598 lb uplift at joint B and 598 lb uplift at joint J. 8) "Fix heels only" Member end fixity model was used in the analysis and design of this truss. 9) NOTE: Refer to yellow bracing and/or T-1 sheet for more information. 10) NOTE: The seal on this drawing indicates acceptance of professional engineering responsibility solely for the truss component design shown. LOAD CASE(S) Standard PLATES GRIP MT20 244/190 M1120H 187/143 Weight: 186 lb Junadie Budiman, P.E. Florida P.E. No. 45161 8850 Trussway Boulevard Orlando, FL 32824 December 20,2005 I LE3157 . IR04 RHIP 1 1 1 -CAYMAN H5527 0 11-0-0 6-7-15 F 11-10-8 1 17-3-8 1 22-8-8 1 28.1-8 1 33-4-1 1 40-0-0 11.0 i-0-0 6.7-15 5-2.9 5-5-0 5-5-0 5.5-0 5-2-9 6-7-15 1-0-0 Scale = 1:67.8 6x6 3x5 = 3x5 = D E F 3x5 = 6x6 - G H [q 0 5x6 — P O N M L 5x6 4x9 = 4x6 = 3x5 = 4x6 = 4x9 = 11.10-8 1 20-0-0 1 28-1-8 1 40-0-0 1 11.10-8 8.1-8 8-1-8 11-10.8 LOADING (psf) SPACING 2-0 0 CSI DEFL in (loc) I/defl Ud TCLL 20.0 Plates Increase 1.25 TC 0.76 Vert(LL) -0.43 J-L >999 240 TCDL 10.0 Lumber Increase 1.25 BC 0.97 Vert(TL) -1.23 J-L >387 180 BCLL 0.0 Rep Stress Incr YES WB 0.65 Horz(TL) 0.22 J n/a n/a BCDL 10.0 Code FBC20D4/TP12002 (Matrix) LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.1 'Except' B2 2 X 4 SYP No.2ND WEBS 2 X 4 SYP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pur ins. BOTCHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS (lb/size) B = 1657/0-3-8 J = 1657/0-3-8 Max Horz B = 74(load case 6) Max Uplift B = -566(load case 4) J = -566(load case 5) FORCES (lb) Maximum Compression/Maximum Tension TOPCHORD A-B = 0/22 B-C =-3412/1191 C-Q = -2961/1024 D-Q =-2882/1041 D-E = -2684/998 E-F =-3145/1219 F-G = -3145/1219 G-H =-2684/998 H-R = -2882/1041 I-R =-2961/1024 I-J = -3412/1192 J-K = 0/22 BOTCHORD B-P = -1031/3093 O-P =-1046/3115 N-O = -1046/3115 M-N =-1040/3115 L-M = -1040/3115 J-L =-1002/3093 WEBS C-P = -4871370 D-P =-237/858 E-P = -696/349 E-N =-14/144 G-N = -14/144 G-L =-696/349 H-L = -237/858 I-L =-487/371 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 120mph (3-second gust); h=15ft; 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) 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 566 lb uplift at joint B and 566 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 PLATES GRIP MT20 244/190 Weight: 194 lb Junadie Budiman, P.E. Florida P.E. No. 45161 8850 Trussway Boulevard Orlando, FL 32824 December 20,2005 R05 RHIP 1 I 1 I Job R 6.200 s H5528 )1-0-p 6-11-4 13.10.8 i 20.0.0 26-1-8 33-0-12 40.0.0 41-0-0 1-0-0 - 6-11-4 6-11-4 6.1.8 6-1-8 6-11-4 6-11-4 1.0-0 Scale = 1:67.7 10-0-0 5.00 F12 6x7 = 2X4 II 6x7 zz r V N M L 3x5 = 34 = 4x9 = 3x6 = 3x5 = 20-0.0 10.0-0 10-" 10-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 1.00 Vert(LL) 0.28 N >999 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.95 Vert(TL) -0.77 L-N >621 180 BCLL 0.0 Rep Stress Incr YES WB 0.27 Horz(TL) 0.22 J n/a n/a BCDL 10.0 Code FBC2004rrPI2002 (Matrix) Weight: 191 Ill LUMBER TOP CHORD 2 X 4 SYP No.2ND'Except' T2 2 X 4 SYP No.1, T2 2 X 4 SYP No.1 BOT CHORD 2 X 4 SYP No.2ND WEBS 2 X 4 SYP No.3 BRACING TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS (lb/size) B = 1657/0-3-8 J = 1657/0-3-8 Max Horz B = 74(load case 6) Max Uplift B =-554(load case 6) J =-554(load case 7) FORCES (lb) Maximum Compression/Maximum Tension TOP CHORD A-B = 0/22 B-C =-3455/1099 C-Q =-3115/986 D-Q =-3056/993 D-E _-3018/1008 E-F =-2770/1032 F-G =-2770/1032 G-H =-3018/1008 H-R =-3056/993 I-R =-3115/986 I-J =-3455/1099 J-K = 0/22 BOTCHORD B-P =-951/3130 O-P =-692/2432 N-O =-692/2432 M-N =-675/2432 L-M =-675/2432 J-L =-920/3130 WEBS C-P =-470/359 E-P =-175/642 E-N =-186/605 F-N =-450/340 G-N =-186/605 G-L =-175/642 I-L = -470/359 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 120mph (3-second gust); h=15ft; 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) 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 554 lb uplift at joint B and 554 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 Junadie Budiman, P.E. Florida P.E. No. 45161 8850 Trussway Boulevard Orlando, FL 32824 December 20,2005 Job Truss Truss Type Oty Ply LE3157 - Lennar Orlando - CAYMAN H5529 LE3157 R06 RHIP 1 1 Job Reference (optional) Truss"y, Orlando, FI 6.200 s Jul 13 2005 MTek Industries, Inc. Tue Dec 20 16:59:40 2005 Page 1 11-0.0 7.11-4 15.10-8 20-0-0 24.1-8 32-0-12 40-0-0 41.0 1-0-0 7-11.4 7-114 1 1 4-1-8 4-1-8 i 7-114 7.11.4 1-0-0 Scale = 1:67.7 5.00 F12 6x7 - 2x4 II 6x7 E F G 3x6 % 3x6 2x4 \\ p H 2x4 c W3 I a Z 4 B A J K o to 5x5 = P O N M L 5x5 — 3x5 = 3x6 = 4x9 = 34 = 3x5 = 1 10-0-0 20-0-0 30-0-0 40-0-0 1 10-" 1 10-" 10-0-0 1 10-" Plate Offsets X Y : B:0-3-6 0-0-2 J:0-3-6 0-0-2 LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.92 Vert(LL) -0.23 B-P >999 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.94 Vert(TL) -0.72 B-P >666 180 BCLL 0.0 Rep Stress Incr YES WB 0.41 Horz(TL) 0.22 J n/a n/a BCDL 10.0 Code FBC2004/TP12002 (Matrix) Weight: 195lb LUMBER NOTES 89) 1) Unbalanced roof live loads have been considered for TOP CHORD 2 X 4 SYP SS 'Except' this design. T3 2 X 4 SYP No.2ND 2) Wind: ASCE 7-02; 120mph (3-second gust); h=15ft; BOT CHORD 2 X 4 SYP No.2ND TCDL=S.Opsf; BCDL=5.Opsf; Category 11; Exp B; WEBS 2 X 4 SYP No.3 enclosed; MWFRS gable end zone and C-C Interior(1) zone; cantilever left and right exposed ; Lumber BRACING DOL=1.33 plate grip DOL=1.33. This truss is designed TOP CHORD for C-C for members and forces, and for MWFRS for Structural wood sheathing directly applied. reactions specified. BOT CHORD 3) Provide adequate drainage to prevent water Rigid ceiling directly applied or 2-2-0 oc bracing. ponding. 4) This truss has been designed for a 10.0 psf bottom REACTIONS (lb/size) chord live load nonconcurrent with any other live loads. B = 1657/0-3-8 5) This truss requires plate inspection per the Tooth J = 1657/0-3-8 Count Method when this truss is chosen for quality Max Horz assurance inspection. B = 73(load case 6) 6) Provide mechanical connection (by others) of truss Max Uplift to bearing plate capable of withstanding 553 lb uplift at B =-553(load case 6) joint B and 553 lb uplift at joint J. J =-553(load case 7) 7) "Fix heels only' Member end fixity model was used in the analysis and design of this truss. FORCES (lb) 8) NOTE: Refer to yellow bracing and/or T-1 sheet for Maximum Compression/Maximum Tension more information. TOP CHORD 9) NOTE: The seal on this drawing indicates A-B = 0/22 B-C =-3418/1055 acceptance of professional engineering C-D =-3166/1000 D-E =-3053/1024 responsibility solely for the truss component design E-F =-2401/862 F-G =-2401/862 shown. G-H =-3053/1024 H-1 =-3166/1000 1-J =-3418/1055 J-K = 0/22 LOAD CASE(S) — BOT CHORD Standard B-P =-855/3093 O-P =-555/2249 N-O =-555/2249 M-N =-542/2249 -- Junadie Budiman, P.E. L-M =-542/2249 J-L =-853/3093 Florida P.E. No. 45161 WEBS 8850 Trussway Boulevard C-P =-510/365 E-P =-287/863 E-N =-871436 F-N =-297/226 Orlando, Fl- 32824 G-N =-87/436 G-L =-287/863 I-L =-510/365 December 20,2005 -Job Truss Truss Type Oty Ply LE3157 - Lennar Orlando - CAYMAN H5530 LE3157 R07 RHIP 1 1 " Job Reference (optional) Trussway. Orlando. FI 6.200 s Jul 13 2005 MiTek Industries, Inc. Tue Dec 20 16:59:40 2005 Page 1 11-0.0 7-3-15 12.4-13 F 17.10.8 2� 2-1.8 27-7-4 1 32.8-2 40-M 91-0-0 -1-0-0 7-3-15 5-0.14 5.5.12 4.3-0 5-5-12 5.0.14 7-3-15 1-0-0 Scale = 1:67.7 41/ 0 5.00 12 6x6 64 = F G 5x5 = a P O N M 5x5 = 3x5 = 3x6 = 6x10 = 3x6 = 3x5 = 10-0-0 10.0-0 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 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 2-3-15 oc pudins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt E-O, H-O REACTIONS (lb/size) B = 1657/0-3-8 K = 1657/0-3-8 Max Horz B = 74(load case 6) Max Uplift B =-554(load case 6) K =-554(load case 7) FORCES (Ib) Maximum Compression/Maximum Tension TOP CHORD A-B = 0/22 B-C =-3418/1016 C-R =-3132/941 D-R =-3114/942 D-E =-30251959 E-F =-21837745 F-G =-2102f759 G-H =-2183f745 H-1 =-3025/959 I-S =-3114/942 J-S =-3132/941 J-K =-3418/1016 K-L = 0/22 BOTCHORD B-O =-826/3071 P-0 =-628/2607 O-P =-628/2607 N-O =-628/2607 M-N =-628/2607 K-M =-816/3071 WEBS C-0 =-362/294 E-0 =-139/576 F-O =-136/570 G-O =-136/570 E-O =-803/321 10-" 30-0-0 10-" CSI DEFL in (loc) I/deb TC 0.72 Vert(LL) -0.25 B-0 >999 BC 0.95 Vert(TL) -0.77 B-0 >620 WB 0.33 Horz(TL) 0.23 K n/a (Matrix) WEBS H-O =-803/321 H-M =-139/576 J-M =-362/294 NOTES (8-9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 120mph (3-second gust); h=15ft; 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) 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 554 lb uplift at joint B and 554 lb uplift at joint K. 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 10-0.0 L/d PLATES GRIP 240 MT20 244/190 180 n/a Weight: 204 lb I W!, O r�� Junadie Budiman, P.E. Florida P.E. No. 45161 8850 Trussway Boulevard Orlando, FL 32824 December 20,2005 Ia iJob Truss Truss Type city Ply LE3157 - Lennar Orlando - CAYMAN LE3157 , ROB REG 1 1 H5531 Job Reference (optional) I Irmssvay, Orlando, FI 6.200 s Jul 13 2005 MiTek Industries, Inc. Tue Dec 20 16:59:41 2005 Page 1 11-0-� 7-2-11 14.2-4 1 19-10.8 200-8 25-9-12 1 32-9-5 1 40.M 41-0-0 1-0-0 7.2.11 6-11-9 5-8-4 0-3-0 5-8-4 6-11.9 7.2.11 1-G-0 Scale = 1:67.7 6x6 = F 5x5 = p O N M L 5x5 = 3x5 = 3x6 = 4x9 = 3x6 = 3x5 = 10-0-9 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 FBC2004rrP12002 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 2-5-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 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 = 74(load case 6) Max Uplift B =-554(load case 6) J =-554(load case 7) FORCES (lb) Maximum Compression/Maximum Tension TOP CHORD A-B = 0/22 B-C =-3423/1008 C-O =-3123/911 D-O =-3102/912 D-E =-3040/936 E-F =-2139r727 F-G =-2139f727 G-H =-3040/936 H-R =-3102/912 I-R =-3123/911 I-J =-3423/1008 J-K = 0/22 BOT CHORD B-P =-841/3096 O-P =-557/2446 N-O =-557/2446 M-N =-557/2446 L-M =-55712446 J-L =-812/3096 WEBS C-P = 422/326 E-P =-1711648 E-N =-787/356 F-N =-410/1313 G-N =-787/356 G-L =-171/648 I-L =-422/326 9-11.7 9-11-7 CSI DEFL in (loc) I/deft TC 0.67 Vert(LL) 0.26 N >999 BC 0.95 Vert(TL) -0.78 B-P >614 WB 0.51 Horz(TL) 0.22 J n/a (Matrix) WEBS C-P =-422/326 E-P =-171/648 E-N =-787/356 F-N = -410/1313 G-N =-787/356 G-L =-171/648 I-L =-422/326 NOTES (7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 120mph (3-second gust); h=15ft; 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 554 lb uplift at joint B and 554 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 10-0-9 Ud PLATES GRIP 240 MT20 244/190 180 n/a Weight: 196 lb Junadie Budiman, P.E. Florida P.E. No. 45161 8850 Trussway Boulevard Orlando, FL 32824 December 20,2005 ILE3157- IR09 REG 1 I 1IJobR 6.200 s H5532 1-0-0 7.2-11 1 14-2-4 20-0-0 1 25-9-12 1 32.9-5 I 40-0-0 1-0-0 7-2-11 6.11.9 5-9-12 5.9.12 6-11-9 7.2-11 1-0.0 Scale = 1:6 6x6 = F r v N m L 3x5 = 3x6 = 4x9 = 3x6 = 3x5 = 10-0-9 1 20-0-0 I 29-11-7 40.0.0 10-0-9 9-11-7 9-11.7 10.0-9 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud TCLL 20.0 Plates Increase 1.25 TC 0.67 Vert(LL) 0.26 N >999 240 TCDL 10.0 Lumber Increase 1.25 BC 0.95 Vert(TL) -0.78 B-P >614 180 BCLL 0.0 Rep Stress Incr YES WB 0.51 Horz(TL) 0.22 J n/a n/a BCDL 10.0 Code FBC20041TPI2002 (Matrix) LUMBER WEBS TOP CHORD 2 X 4 SYP No.2ND C-P =-422/326 E-P =-171/648 BOTCHORD 2 X 4 SYP No.2ND E-N =-787/356 F-N =-410/1313 WEBS 2 X 4 SYP No.3 G-N =-787/356 G-L =-171/648 I-L = 422/326 BRACING TOP CHORD Structural wood sheathing directly applied or 2-5-11 oc purlins. BOTCHORD Rigid ceiling directly applied or 2-2-0 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 = 74(load case 6) Max Uplift B =-554(load case 6) J =-554(load case 7) FORCES (lb) Maximum Compression/Maximum Tension TOP CHORD A-B = 0/22 B-C =-3423/1008 C-0 =-3123/911 D-0 =-3102/912 D-E =-3040/936 E-F =-21391727 F-G =-2139/727 G-H =-3040/936 H-R =-3102/912 I-R =-3123/911 I-J =-3423/1008 J-K = 0/22 BOTCHORD B-P =-841/3096 O-P =-557/2446 N-O =-55712446 M-N =-557/2446 L-M =-557/2446 J-L =-812/3096 WEBS C-P =-422/326 E-P =-171/648 E-N =-7871356 F-N =-410/1313 G-N =-787/356 G-L =-171/648 I-L =-422/326 NOTES (7-8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 120mph (3-second gust); h=15ft; 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. 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 554 lb uplift at joint B and 554 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 PLATES GRIP MT20 244/190 Weight: 196 lb M Junadie Budiman, P.E. Florida P.E. No. 45161 8850 Trussway Boulevard Orlando, FL 32824 December 20,2005 ILE3157 IR16 GIR 1 I 1 LE3157 - Lenner Orlando - H5533 -1-0.0 I 6-0-0 1 10-0.0 I 14-M 20-M 1 21=0-0� 1-M 6-0-0 4-0-0 4-0-0 6-0-0 1-0-0 Scale = 1: 5x5 = C 2x3 11 D 5x5 _ E I� f 4x6 = K J I M 4x6 = 2x3 II 3x9 = 4x5 = 2x3 II 5-10-4 5-10-4 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 NO BCDL 10.0 Code FBC2004fTP12002 LUMBER TOP CHORD 2 X 4 SYP No.2ND BOTCHORD 2 X 4 SYP No.2ND WEBS 2 X 4 SYP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-3-7 oc purtins. BOTCHORD Rigid ceiling directly applied or 5-3-1 oc bracing. REACTIONS (lb/size) F = 1516/0-3-8 B = 1516/0-3-8 Max Horz B =-60(load case 6) Max Uplift F =-701(load case 6) B =-701(load case 5) FORCES (lb) Maximum Compression/Maximum Tension TOP CHORD A-B = 0/22 B-C =-3144/1389 C-D =-3323/1593 D-E =-3323/1593 E-F =-314411390 F-G = 0/22 BOTCHORD B-K =-1206/2812 J-K =-1198/2782 1-J =-1192/2782 H-1 =-119212782 F-H =-1200/2812 WEBS C-K =-156/535 E-H =-157/535 D-J =-550/462 C-J =-352f717 E-J =-352f717 NOTES (11-12) 1) Unbalanced roof live loads have been considered for this design. 10.0-0 4-1-12 CSI DEFL in (loc) I/deft L/d TC 0.85 Vert(LL) 0.20 J >999 240 BC 0.81 Vert(TL) -0.35 J >679 180 WB 0.23 Horz(TL) 0.11 F n/a n/a 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) 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 701 lb uplift at joint F and 701 lb uplift at joint B. 7) Girder carries hip end with 6-0-0 end setback. 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) 360 lb down and 200 lb up at 14-0-0, and 360 lb down and 200 lb up at 6-0-0 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 Regular: Lumber Increase=1.25, Plate 1) Increase=1.25 Uniform Loads (plf) Vert: A-C=-60, C-E=-116(F=-56), E-G=-60, B-K=-20, H-K=-39(F=-19), F-H=-20 Concentrated Loads (lb) Vert: K=-360(F) H=-360(F) 5-10-4 PLATES GRIP MT20 244/190 Weight: 88 lb Junadie Budiman, P.E. Florida P.E. No. 45161 8850 Trussway Boulevard Orlando, FL 32824 December 20,2005 JOD Irus IruSS type Uty Nly LE3157 - Lennar Orlando - CAYMAN H5531 LE3157— R17 RHIP 1 1 Job Reference (optional) I Trussvray, Orlando, FI 6.200 s Jul 13 2005 MiTek Industries, Inc. Tue Dec 20 16:59:42 2005 Page 1 4 -1-0-0 5.6-0 8.0-0 12.0.0 14.6-1 20-0-0 21.0.0 1-0-0 . 5-6-0 2.6-1 4-0-0 2-0-1 5-6-0 1-0-0 Scale = 1 4x5 0 4x5 E Io 4x5 = J I 4x5 = 5x10 = 3x5 = 1 10-0-0 1 20-" 10-0-0 10-0-0 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/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 4-4-3 oc purlins. BOTCHORD Rigid ceiling directly applied or 9-3-11 oc bracing. REACTIONS (lb/size) G = 857/0-3-8 B = 857/0-3-8 Max Horz B =-60(load case 7) Max Uplift G =-338(load case 7) B =-338(load case 6) FORCES (lb) Maximum Compression/Maximum Tension TOP CHORD A-B = 0/22 B-C =-1484/476 C-K =-1140/346 D-K =-1124/354 D-E =-11641359 E-L =-1124/354 F-L =-1140/346 F-G =-1484/476 G-H = 0/22 BOTCHORD B-J =-392/1325 1-1 =-348/1325 G-1 =-348/1325 WEBS C-J =-361/261 D-J =-57/343 E-J =-57/343 F-J =-361/262 NOTES (8-9) 1) Unbalanced roof live loads have been considered for this design. CSI DEFL in (loc) I/defl Ud TC 0.36 Vert(LL) -0.18 G-J >999 240 BC 0.75 Vert(TL) -0.49 G-J >484 180 WB 0.17 Horz(TL) 0.05 G n/a n/a (Matrix) 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 specked. 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 338 lb uplift at joint G and 338 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 PLATES GRIP MT20 244/190 Weight: 91 lb Junadie Budiman, P.E. Florida P.E. No. 45161 8850 Trussway Boulevard Orlando, FL 32824 December 20,2005 1 �LE3157 IRIB REG 1 1 1 Lennar H5535 6.200 s Jul 13 2005 MiTek Industries, Inc. Tue Dec 20 16:59:42 2005 Page 1 -3 -1-0-0 7-1-0 i 10-M 12-11-0 i 20-M 21-0-0� 1-0-0 7-1-0 2-11-0 2-11-0 7.1-0 1-0-0 Scale = 1:: 4x4 = D 4x5 = I n 4x5 = 3x9 = 3x5 = LOADING (psf) SPACING 2-D-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 4-5-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) F = 854/0-7-8 B = 854/0-7-8 Max Horz B =-60(load case 7) Max Uplift F =-345(load case 7) B =-345(load case 6) FORCES (lb) Maximum Compression/Maximum Tension TOP CHORD A-B = 0/22 B-J =-1373/393 C-J =-1226/406 C-D =-10751324 D-E =-1075/324 E-K =-1228/406 F-K =-1373/393 F-G = 0/22 BOT CHORD B-1 =-308/1191 H-1 =-263/1191 F-H =-263/1191 WEBS C-1 =-364/255 D-1 =-225/737 E-1 =-364/255 NOTES (7-8) 1) Unbalanced roof live loads have been considered for this design. CSI I DEFL in (lDc) I/deft Vd TIC 0.44 Vert(LL) -0.17 F-I >999 240 BC 0.74 Vert(TL) -0.49 F-I >477 180 WB 0.24 Horz(TL) 0.05 F n/a n/a 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. 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 345 lb uplift at joint F and 345 lb uplift at joint B. 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 PLATES GRIP MT20 2441190 Weight: 83 lb Junadie Budiman, P.E. Florida P.E. No. 45161 8850 Trussway Boulevard Orlando, FL 32824 December 20,2005 Job Truss Truss Type Oty Ply LE3157-Lenner Orando-CAYMAN H5538 LE3157 R19 REG 1 1 Job Reference (optional) Trusswdy, Orlando, FI 6.200 s Jul 13 2005 MiTek Industries, Inc. Tue Dec 20 16:59:42 2005 Page 1 5-5-8 9-11-4 14-5-0 19-11-4 _ 5.5-8 i 4.5.12 4-5-12 120 5-64 1-0-0 • Scale = 1:33.8 04 = C 5.00 F12 3x5 2x3 -- D J K2x3 B ov, E A F I G 1 4x5 = I H 05 = 3x9 = 3x5 = 9-11-4 19-114 l 9-114 1 10.0-0 l Plate Offsets X Y : F:0-1-14 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 0.36 Vert(LL) -0.17 F-I >999 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.72 Vert(TL) -0.45 A-1 >512 180 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(TL) 0.05 F n/a n/a BCDL 10.0 Code FBC20041TP12002 (Matrix) Weight: 84lb LUMBER TCDL=5.Opsf; BCDL=5.Opsf; Category II; Exp B; TOP CHORD 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) This truss has been designed for a 10.0 psf bottom Structural wood sheathing directly applied or 4-5-4 oc chord live load nonconcurrent with any other live loads. purlins. 4) This truss requires plate inspection per the Tooth BOT CHORD Count Method when this truss is chosen for quality Rigid ceiling directly applied or 9-2-9 oc bracing. assurance inspection. 5) Provide mechanical connection (by others) of truss REACTIONS (lb/size) to bearing plate capable of withstanding 253 lb uplift at A = 771/0-6-12 joint A and 345 lb uplift at joint F. F = 855/0-7-8 6) "Fix heels only' Member end fixity model was used Max Horz in the analysis and design of this truss. A =-72(load case 7) 7) NOTE: Refer to yellow bracing and/or T-1 sheet for Max Uplift more information. A =-253(load case 6) 8) NOTE: The seal on this drawing indicates F =-345(load case 7) acceptance of professional engineering responsibility solely for the truss component design FORCES (lb) shown. Maximum Compression/Maximum Tension TOP CHORD LOAD CASE(S) A-B =-1444/479 B-J =-1076/298 C-J =-1008/312 C-D =-1009/311 Standard D-K =-1060/299 E-K =-1075/297 E-F =-1441/463 F-G = 0/22 BOTCHORD A4 =-397/1287 H-1 =-318/1282 F-H =-318/1282 WEBS Junadie Budiman, P.E. B-1 = 407/298 C-1 =-126/573 E-1 =-401/285 Florida P.E. No. 45161 8850 Trussway Boulevard NOTES (7-8) Orlando, FL 32824 1) Unbalanced roof live loads have been considered for this design. December 20,2005 Job TruSS Truss Type oty Ply LE3157 - Lennar Orando - CAYMAN H5536 LE3157 R26 REG 1 1 Job Reference (optional) Trussvay, Orlando, FI 6.200 s Jul 13 2005 MiTek Industries, Inc. Tue Dec 20 16:59:43 2005 Pape 1 -1-0-0 5-8-0 11-4-0 + 12 I • 1-M 5.8-0 5-8-0 1.0-0 • Scale = 1:21.1 4x4 = C H G 5.00 12 Wt 1 T D 71 F k:z�E 3x5 = 2x3 II 3x5 = 5-8-0 11-4-0 5.8.0 5-8-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.34 Vert(LL) 0.03 B-F >999 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.30 Vert(TL) -0.07 B-F >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.08 HOrz(TL) 0.01 D n/a n/a BCDL 10.0 Code FBC20041TPI2002 (Matrix) Weight: 42lb LUMBER Count Method when this truss is chosen for quality TOP CHORD 2 X 4 SYP No.2ND assurance inspection. BOT CHORD 2 X 4 SYP No.2ND 5) Provide mechanical connection (by others) of truss WEBS 2 X 4 SYP No.3 to bearing plate capable of withstanding 255 lb uplift at joint B and 255 lb uplift at joint D. BRACING 6) "Fix heels only" Member end fixity model was used TOP CHORD in the analysis and design of this truss. Structural wood sheathing directly applied or 6-0-0 oc 7) NOTE: Refer to yellow bracing and/or T-1 sheet for purlins. more information. BOT CHORD 8) NOTE: The seal on this drawing indicates Rigid ceiling directly applied or 10-0-0 oc bracing. acceptance of professional engineering responsibility solely for the truss component design REACTIONS (lb/size) shown. B = 507/0-7-8 D = 507/0-7-8 LOAD CASE(S) Max Horz Standard B = 55(load case 6) Max Uplift B =-255(load case 6) D =-255(load case 7) FORCES (lb) Maximum Compression/Maximum Tension TOP CHORD A-B = 0/22 B-G =-621/189 C-G =-498/189 C-H =-4981189 D-H =-621/188 D-E = 0/22 BOTCHORD B-F =-100/498 D-F =-100/498 WEBS C-F = 0/259 _ NOTES (7-8) --------- Junadje Budiman, P.E. 1) Unbalanced roof live loads have been considered for design. Florida P.E. No. 45161 2) Wind: ASCE 7-02; 120mph (3-second gust); h=15ft; 8850 TruSSway Boulevard TCDL=5.Opsf; BCDL=5.Opsh Category 11; Exp B; Orlando, FL 32824 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 fora 10.0 psf bottom December 20,2005 chord live load nonconcurrent with any other live loads. Job Truss Truss Type oty Ply LE3157 - Lennar Orlando - CAYMAN HSSJ9 LE3157 R27 REG 1 1 Job Reference (optional) Trussway,-Ortando, FI 6.200 s Jul 13 2005 MiTek Industries, Inc. Tue Dec 20 16:59:43 2005 Page 1 -1-0-0 5-8-0 , 8.1.9 11-3-4 i - 1-0-0 5.8-0 2-5-9 3-1-11 ` Scale = 1:20.5 4x4 = C H 5.00 12 2x3 11 2x3 = Wt 1 W2 D B 71 Io E 3x5 = 2x3 II 4x4 = 2x3 11 8-1.9 11-3 4 8-1-9 i i 3-1-11 Plate Offsets X Y : D:0-0-4 0-1-4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.75 Vert(LL) 0.04 D-E >999 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.35 Vert(TL) -0.08 D-E >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(TL) 0.01 D n/a n/a BCDL 10.0 Code FBC2004ITP12002 (Matrix) Weight: 46lb t , LUMBER TCDL=5.Opsf; BCDL=5.Opsf; Category II; Exp B; TOP CHORD 2 X 4 SYP No.2ND *Except* enclosed; MWFRS gable end zone and C-C Interior(1) T3 2 X 4 SYP No.3 zone; cantilever left and right exposed ; Lumber BOT CHORD 2 X 4 SYP No.2ND DOL=1.33 plate grip DOL=1.33. This truss is designed WEBS 2 X 4 SYP No.3 for C-C for members and forces, and for MWFRS for reactions specified. BRACING 3) Provide adequate drainage to prevent water TOP CHORD ponding. Structural wood sheathing directly applied or 6-0-0 oc 4) This truss has been designed for a 10.0 psf bottom pudins, except end verticals. chord live load nonconcurrent with any other live loads. BOT CHORD 5) 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) 6) Provide mechanical connection (by others) of truss D = 42210-6-12 to bearing plate capable of withstanding 161 lb uplift at B = 511/0-7-8 joint D and 256 lb uplift at joint B. Max Horz 7) "Fix heels only' Member end fixity model was used B = 67(load case 6) in the analysis and design of this truss. Max Uplift 8) Design assumes 4x2 (flat orientation) purlins at oc D =-161(load case 7) spacing indicated, fastened to truss TC w/ 2-10d nails. B =-256(load case 6) 9) NOTE: Refer to yellow bracing and/or T-1 sheet for more information. FORCES (lb) 10) NOTE: The seal on this drawing indicates Maximum Compression/Maximum Tension acceptance of professional engineering TOP CHORD responsibility solely for the truss component design A-B = 0/22 B-H =-633/207 shown. C-H =-512/208 C-1 =-509/194 D-1 =-632/193 LOAD CASE(S) .001- BOT CHORD Standard — B-E =-116/509 D-E =-116/509 WEBS C-E = 0/261 Junadie Budiman, P.E. Florida P.E. No. 45161 NOTES (9-10) 8850 Trussway Boulevard 1) Unbalanced roof live loads have been considered for this design. Orlando, FL 32824 December 20,2005 O Truss Truss Type ty LE3157 - Lennar Orlando - CAYMAN H5540 LE3157, R26 MHIP 1 1 1 Job Reference (optional) Trussway, Orlando, FI 6.2DO s Jul 13 2005 MiTek Industries, Inc. Tue Dec 20 16:59:43 2005 Pape 1 -1-0-0 5-8-0 11-3-4 1 I -1-0-0 5-8-0 5-7-4 Scale = 1:20. 5x5 = 2x4 II C G H D 5.00 12 W7 W2 W3 1 N B F 3x5 = 2x3 II 3x4 = 5-64 11.3-4 5-64 5.9-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.45 Vert(LL) 0.04 B-F >999 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.36 Vert(TL) -0.09 E-F >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.36 Horz(TL) 0.01 E n/a n/a BCDL 10.0 Code FBC2004rrPI2002 (Matrix) Weight: 50lb LUMBER —4) This truss has beer designed for a 10.0 psf batto chord live load nonconcurrent with any other live loads. TOP CHORD 2 X 4 SYP No.2ND 5) This truss requires plate inspection per the Tooth BOT CHORD 2 X 4 SYP No.2ND Count Method when this truss is chosen for quality WEBS 2 X 4 SYP No.3 assurance inspection. 6) Provide mechanical connection (by others) of truss BRACING to bearing plate capable of withstanding 177 lb uplift at TOP CHORD joint E and 249 lb uplift at joint B. Structural wood sheathing directly applied or 6-0-0 oc 7) "Fix heels only' Member end fixity model was used purlins, except end verticals. in the analysis and design of this truss. BOT CHORD 8) NOTE: Refer to yellow bracing and/or T-1 sheet for Rigid ceiling directly applied or 10-0-0 oc bracing, more information. 9) NOTE: The seal on this drawing indicates REACTIONS (lb/size) acceptance of professional engineering E = 428/0-6-12 responsibility solely for the truss component design B = 516/0-7-8 shown. Max Horz B = 152(load case 6) LOAD CASE(S) Max Uplift Standard E _-177(load case 7) B =-249(load case 6) FORCES (lb) Maximum Compression/Maximum Tension TOPCHORD A-B = 0/22 B-G =-656/167 C-G =-538/167 C-H = 0/3 = -2/3 D-E _-164/123 BOTCHORD BO B-F =-181/536 E-F =-185/526 WEBS C-E =-571/200 C-F = 0/266 _ NOTES (8-9) Junadie Budiman, P.E. 1) Unbalanced roof live loads have been considered for this design. Florida P.E. No. 45161 2) Wind: ASCE 7-02; 120mph (3-second gust); h=15ft; 8850 Tru55way Boulevard TCDL=5.Opsf; BCDL=5.Opsf; Category 11; Exp B; Orlando, FL 32824 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. December 20,2005 Job TruSS Truss Type Uty Ply LE3157 - Lennar Orlando - CAYMAN H5541 LE3157 R29 MHIP 1 1 ` Job Reference (optional) I Trussv ay, 5dando, FI 6.200 It Jul 13 2005 MiTek Industries, Inc. Tue Dec 20 16:59:44 2005 Page 1 i -1-0-0 I 7-2-7 I 113-4 I • 1-0-0 7-2-7 4.0.13 Scale = 1:21.3 4x4 = 3x5 = C D 4x5 = 2x4 II I 7-2-7 I 11-3-4 i 7.2-7 4-0-13 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 Ina 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 B-0-0 oc purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) E = 428/0-6-12 B = 516/0-7-8 Max Horz B = 188(load case 6) Max Uplift E _-188(load case 7) B =-241(load case 6) FORCES (lb) Maximum Compression/Maximum Tension TOP CHORD A-B = 0/22 B-G =-5161103 G-H =-396/105 C-H =-378/111 C-D =-3801146 D-E _-424/205 BOTCHORD B-F =-153/386 E-F = 0/0 WEBS C-F =-129/154 D-F =-187/488 NOTES (7-8) 1) Wind: ASCE 7-02; 120mph (3-second gust); h=15ft; TCDL=S.Opsf; BCDL=S.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) Provide adequate drainage to prevent water ponding. CSI DEFL in (loc) I/defl Ud TC 0.59 Velt(LL) 0.10 B-F >999 240 BC 0.40 Vert(TL) -0.21 B-F >623 180 WB 0.16 Horz(TL) 0.01 E n/a n/a (Matrix) f 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 188 lb uplift at joint E and 241 lb uplift at joint B. 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 PLATES GRIP MT20 244/190 Weight: 51 lb Junadie Budiman, P.E. Florida P.E. No. 45161 8850 Trussway Boulevard Orlando, FL 32824 December 20,2005 Job T ru Ss I russ I ype Uty Fly LE3157 - Lennar Orlando - CAYMAN H5542 LE3157. R30 MHIP 1 1 Job Reference (optional) Trusaway, Orlando, FI 6.200 s Jul 13 2005 MiTek Industries, Inc. Tue Dec 20 16:59:44 2005 Page 1 1 •1-0.0 6-7-9 9-2-8 I 11.3-4 1.0-0 6-7-9 2-6-15 2-0-12 _ . 4x6- 2x3 O Scale = 1:25.5 - 2x4 = D E I 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 N0.3 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) F = 428/0-6-12 B = 516/0-7-8 Max Horz B = 220(load case 6) Max Uplift F =-202(load case 7) B =-230(load case 6) FORCES (lb) Maximum Compression/Maximum Tension TOPCHORD A-B = 0/22 B-1 =-6141110 I-J =-476/120 C-J =-461/123 C-D = -86/19 D-E = -44/41 F-H =-108/97 E-H = -58/43 BOT CHORD B-G =-224/497 F-G =-224/497 WEBS C-G = 01263 D-H = -83/89 C-F =-556/243 NOTES (7-8) 1) Wind: ASCE 7-02; 120mph (3-second gust); h=15ft; 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) Provide adequate drainage to prevent water ponding. 6-7-9 6-7-9 CSI DEFL in (loc) I/deft TC 0.38 Vert(LL) 0.05 B-G >999 BC 0.36 Vert(TL) -0.12 B-G >999 WB 0.27 Horz(TL) 0.01 F n/a (Matrix) 3) This truss has beer designed fore 10.0 psfbottorn 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 202 lb uplift at joint F and 230 lb uplift at joint B. 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 H 11-3-4 4.7-11 Ud PLATES GRIP 240 MT20 244/190 180 n/a Weight: 56 lb I Junadie Budiman, P.E. Florida P.E. No. 45161 8850 Trussway Boulevard Orlando, FL 32824 December 20,2005 H5544 3557 I R32 vssway, Ortando. FI 1-0-0 I1 I 1 IJob R 6.200 s 6-3.8 6-3.8 2x3 C 3x3 = 2x4 = 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.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 6-0-0 oc purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) B = 315/0-3-8 D = 233/0-3-8 Max Horz B = 172(load case 6) Max Uplift B =-159(load case 6) D =-127(load case 6) FORCES (lb) Maximum Compression/Maximum Tension TOP CHORD A-B = 0/22 B-C = -84/55 C-D =-173/157 BOT CHORD B-D = 010 NOTES (7-8) 1) Wind: ASCE 7-02: 120mph (3-second gust); h=15ft; TCDL=5.Opsf; BCDL=5.Opsf; Category Il; 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. 6-3-8 6-3-8 CSI DEFL in (loc) I/deft TC 0.51 Vert(LL) -0.08 B-D >926 BC 0.38 Vert(TL) -0.19 B-D >371 WB 0.00 Horz(TL) 0.00 n/a (Matrix) 4 -toTrein-vaFue- using ANSI/TPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 159 lb uplift at joint B and 127 lb uplift at joint D. 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: 25 lb Scale = 1:17.5 Junadie Budiman, P.E. Florida P.E. No. 45161 8850 Trussway Boulevard Orlando, FL 32824 December 20,200 fuss ype ty y LE3t57 - Lennar Orlando - CAYMAN Pbuss T H5545 LE315i R33 GBL 1 1 Job Reference (optional) Trussway, Orlando, FI 6.200 s Jul 13 2005 MiTek Industries, Inc. Tue Dec 20 16:59:45 2005 Page 1 -1-0-0 5-8-0 11.4-0 12-4-0 + 1-I1-0 5-8-0 I 1 1 5.8-0 1-0-0 Scale = 1:21.1 4x4 = E P 2x3 11 O 2x3 11 5.00 12 D F 2x3 11 2x3 11 G C ST 1 ST2 ST2 T ST1 ST1 H B 'Ell Imssm::11111IRZ Li LU 1! Li ti 3x3 = 2x3 11 2x3 11 2x3 11 24 11 2x3 11 3x3 = 11-4-0 11-4-0 i LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase . 1.25 TC 0.18 Vert(LL) 0.00 H n/r 120 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.11 Vert(TL) 0.00 1 n/r 80 BCLL 0.0 Rep Stress Incr NO WB 0.04 HOrt(TL) 0.00 H n/a n/a BCDL 10.0 Code FBC2004frPI2002 (Matrix) Weight: 50lb LUMBER TOP CHORD LOAD CASE(S) TOP CHORD 2 X 4 SYP No.3 D-O = -21/95 E-O = -1/97 Standard BOT CHORD 2 X 4 SYP No.3 E-P = -1/94 F-P = -21/93 OTHERS 2 X 4 SYP No.3 F-G = -30168 G-H = -40133 Standard H-1 = 0/21 BRACING BOT CHORD TOP CHORD B-N = 0161 M-N = 0/61 Structural wood sheathing directly applied or 6-0-0 oc L-M = 0/61 K-L = 0/61 purlins. J-K = 0/61 H-J = 0/61 BOTCHORD WEBS Rigid ceiling directly applied or 10-0-0 oc bracing. E-L = -69/0 D-M = -59/58 C-N =-157/130 F-K = -59/57 REACTIONS (lb/size) G-J =-157/130 B = 173/11-4-0 H = 173111-4-0 NOTES (10-11) L = 106/11-4-0 1) Unbalanced roof live loads have been considered for M = 65/114-0 this design. N = 222/11-4-0 2) Wind: ASCE 7-02; 120mph (3-second gust); h=15ft; K = 65/11-4-0 TCDL=5.Opsf; BCDL=5.Opsf; Category 11; Exp B; J = 222/114-0 enclosed; MWFRS gable end zone and C-C Interior(1) Max Horz zone; cantilever left and right exposed ; Lumber B = 55(load case 6) DOL=1.33 plate grip DOL=1.33. This truss is designed Max Uplift for C-C for members and forces, and for MWFRS for B = -116(load case 6) reactions specified. H = -126(load Case 7) 3) Truss designed for wind loads in the plane of the M = 49(load case 6) truss only. For studs exposed to wind (normal to the N = -106(load Case 6) face), see MiTek "Standard Gable End Detail' , ^� K = 49(load case 7) 4) This truss has been designed for a 10.0 psf bottom u% J = -106(load case 7) chord live load nonconcurrent with any other live loads. Max Grav 5) This truss requires plate inspection per the Tooth B = 173(load case 1) Count Method when this truss is chosen for quality H = 173(load case 1) assurance inspection. L = 106(load case 1) 6) Gable requires continuous bottom chord bearing. M = 65(load case 1) 7) Gable studs spaced at 1-4-0 oc. Junadie Budiman, P.E. N = 222(load case 10) 8) Provide mechanical connection (by others) of truss Florida P.E. No. 45161 K = 65(load case 1) to bearing plate capable of withstanding 116 lb uplift at 8850 Trussway Boulevard J = 222(load case 11) joint B, 126 lb uplift at joint H. 49 lb uplift at joint M, 106 - Orlando, FL 32824 lb uplift at joint N, 49 lb uplift at joint K and 106 lb uplift FORCES (lb) at jointJ. — Maximum Compression/Maximum Tension 9) "Fix heels only" Member end fixity model was used TOP CHORD in the analysis and design of this truss. A-B = 0/21 B-C = -40/39 December 20,2005 C-D = -30l78 H5548 LE3157 IV01 Tru sway, Ortando, FI 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.3 BOT CHORD 2 X 4 SYP No.3 WEBS 2 X 4 SYP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) A = 127/4-0-0 C = 127/4-0-0 Max Horz A = 73(load case 6) Max Uplift A = -40(load case 6) C =-71(load case 6) FORCES (lb) Maximum Compression/Maximum Tension TOPCHORD A-B = -44/29 B-C = -95/86 BOTCHORD A-C = 0/0 NOTES (7-8) 1) Wind: ASCE 7-02; 120mph (3-second gust); h=15ft; TCDL=5.Opsf; BCDL=S.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) Gable requires continuous bottom chord bearing. MVAL I1 I 1 IJob R 6.200 s 4-0-0 4-0-0 MiTak Industries, Inc. 2x3 II Scale = 1: ax3-S 4.0-0 2x3!H CSI DEFL in (loc) I/deft TC 0.24 Vert(LL) n/a n/a BC 0.17 Vert(TL) n/a n/a WB 0.00 Horz(TL) 0.00 n/a (Matrix) 5) Provide meche to bearing plate capable of withstanding 40 lb uplift at joint A and 71 lb uplift at joint 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 999 MT20 244/190 999 n/a Weight: 13 lb Junadie Budiman, P.E. Florida P.E. No. 45161 8850 Trussway Boulevard Orlando, FL 32824 December 20,2005 H5549 152 I Vol I MVAL 11 I 1 I Job Reference (optional) issv y, Orlando, FI 6.200 s Jul 13 2005 MiTek Industrie • 6-0-0 • 2x3 I I B 3x3 � 2x3 II 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.2ND BOT CHORD 2 X 4 SYP No.3 WEBS 2 X 4 SYP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purfins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) A = 207/6-0-0 C = 20716-0-0 Max Horz A = 118(load case 6) Max Uplift A =-66(load case 6) C =-115(load case 6) FORCES (lb) Maximum Compression/Maximum Tension TOP CHORD A-B = -72/48 B-C =-155/141 BOTCHORD A-C = 0/0 NOTES (7-8) 1) Wind: ASCE 7-02; 120mph (3-second gust); h=15ft; TCDL=S.Opsf; BCDL=5.Opsf; Category Il; 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 psi 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) Gable requires continuous bottom chord bearing. CSI DEFL in floc) I/deft TC 0.41 Vert(LL) n/a n/a BC 0.45 Vert(TL) n/a n/a WB 0.00 Horz(TL) 0.00 n/a (Matrix) to bearing plate capable of withstanding 66 lb uplift at joint A and 115 lb uplift at joint 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 16:59:46 2005 Paae 1 Ud PLATES GRIP 999 MT20 244/190 999 n/a Weight: 20 lb Scale = 1:1 Junadie Budiman, P.E. Florida P.E. No. 45161 8850 Trussway Boulevard Orlando, FL 32824 December 20,2005 J 4 0 MVAL 3-6-0 Oty Ply LE3157 . Lennar Orlando . CAYMAN 1 1 Job Reference (optional) 6.200 a Jul 13 2005 MiTak Industries, li 8.0.0 4.6-0 2x3 II C 3x3 !'� 2x3 II 2x3 II 3-" 8-0-0 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/TP12002 LUMBER TOP CHORD 2 X 4 SYP No.2ND BOTCHORD 2 X 4 SYP No.3 WEBS 2 X 4 SYP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) A = 6118-0-0 D = 141/8-0-0 E = 372/8-0-0 Max Horz A = 151(load case 6) Max Uplift D =-52(load case 6) E _-193(load case 6) FORCES (lb) Maximum Compression/Maximum Tension TOP CHORD A-B =-145147 B-F = -60/0 C-F = -36131 C-D =-106/77 BOTCHORD A-E = 0/0 D-E = 0/0 WEBS B-E _-279/240 NOTES (7-8) 1) Wind: ASCE 7-02; 120mph (3-second gust); h=15ft; 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. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. CSI DEFL in (loc) I/defl TC 0.23 Vert(LL) n/a n/a BC 0.25 Vert(TL) n/a n/a WB 0.07 Horz(TL) 0.00 n/a (Matrix) 3) This truss requires 31ate inspection pe, the Toodi Count Method when this truss is chosen for quality assurance inspection. 4) Gable requires continuous bottom chord bearing. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 52 lb uplift at joint D and 193 lb uplift at joint E. 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 999 MT20 244/190 999 n/a Weight: 29 lb H5550 Scale = 1:1 mr!", Junadie Budiman, P.E. Florida P.E. No. 45161 8850 Trussway Boulevard Orlando, FL 32824 December 20,2005 I � N 0, 0 0 4 J01 J02 J02 JO1 y�o/ R28 R27 2 1 R26 N R340-Pcr) o N Ln EL E.VA TION ot BOlt 0 � N N 5 R19 4 R18 R36 im��°` "- ?. oa&,;w . � I WALL HEIGHT LEGEND Q 8"-0- WALL HT. ® 9'-4" WALL HT. c�emr TYPICAL HIP SET NAILING OPEN FACE R29 R28 R27 __j 3 R26 f V lmmlml�� Ism WE - J02 �o J01 EL EVA TION C _ N R17 R16 0-PLY) J02 0 ,o J01 0 o tiro/ 2 0 VNEW AM v� TRUSSWAY_ LTD. B850 Blvd Oriandq FL 3 824 (I07) 857-P777 (407) 857-7855 PAY REFER TO SHT.°T-I" FOR IMPORTANT INFORMATION! DATE : 12109103 DRAWN BY: ES CHECK BY: JT JOB NO. : LE3757 Z)HLL I T DBBO=DROP BEAM BY 07HERS 1 — I FBBO=FLUSH BEAM BY OTHERS S9 PLAN REVIEW These plans have been reviewed tot Mnto►maAcR to the Flmida Building Code (Building, MechanUl, Ptt MMO etat Rult GO ettd tho Nalion:t Electrical Code, as adoptod bi the 3WO Of f 0do. OW Ptm Review of these plans is pursutAt to SOCIMA 104.3 et tbePttltidi Building Code and do not inChfde OV 008 09WO 91 the ttAM codes not shag it relieve the permit holder tram 001016"" with provisions of these of any What MCA ct 102-11 14* t"WittAO construction of me pertotmanto of votmtrue".. Standard Plans E■Aminef liCOM tte, 1:2 22. (Building. Memanicat. EWHOI, r"P9*100 FORM 60OA-2004 EnergyGauge® 4.0 + �t; FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION i Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: CA((YppM Builder. LENNAR HOMES Address:' C, "Ie' Py V2 StQfieS �f e, i4 Permitting Office: City, State: Permit Number: Owner. Samford, FL Jurisdiction Number: Climate Zone: %,enuat 1. New construction or existing New ✓, 2. Single family or multi -family Single family ✓/ 3. Number of units, if multi -family I V 4. Number of Bedrooms 3 5. Is this a worst case? Yes 6. Conditioned floor area (ft') 1584 ft' _ 7. Glass type 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)185.3 ft' b. SHGC: (or Clear or Tint DEFAULT) 7b. (Clear)185.3 ft' / 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 183.0(p) ft b. N/A c. N/A _ 9. Wall types a. Concrete, Int Insul, Exterior R=4.1, 1082.3 ft' L b. Frame, Wood, Adjacent R=11.0, 160.0 ft' c. N/A _ d. N/A _ e. N/A 10. Ceiling types a. Under Attic R=30.0, 1590.0 W b. N/A c. N/A _ 11. Ducts a. Sup: Unc. Ret: Unc. AH(Sealed):Garage Sup. R=6.0, 1.0 ft b. N/A 12. Cooling systems a. Central Unit Cap: 29.0 kBtu/hr ✓ SEER:14.00 b. N/A c. N/A 13. Heating systems a. Electric Heat Pump Cap: 29.0 kBtu/hr / f_/ IISPF: 8.10 _ b. N/A c. N/A 14. Hot water systems a. Electric Resistance Cap: 50.0 gallons EF: 0.90 _ b. N/A c. Conservation credits (I-IR-Heat recovery, Solar DHP-Dedicated heat pump) 15. HVAC credits PT, (CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, MZ-C-Multizone cooling, MZ-H-Multizone heating) Glass/Floor Area: 0.12 Total as -built points: 19408 PASS Total base points: 22960 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPAREDY DATE: I hereby certify that this building, as designed, is in compliance with the Florida E ode. OWNER/AGENT: DATE: 05/16/06 1 Predominant glass type. t-or actual glass type and areas, see Summe EnergyGauge® (V( Review of the plans and specifications covered by this O�THES74TF E : o� calculation indicates compliance ` r,,`��.,, ':,,,- 4' 110 °'` '"' with the Florida Energy Code. ""' = ` _ Before construction is completed this building will be inspected for •�.t. compliance with Section 553.908 •� & Winter Glass output on pages 2&4. !rsion: FLRCSB v4.0) PLAN REVIEW These plans have been reviewed for contormance to the Florida Building Code (Building. Mechanical, Plumbing and Fuel Gas) and fhe National Electrical Code, as adopted by the State of Florida. Qor Plan Review of these plans is pursuant to Section 104.3 of IheFlorida Building Code and do not include any items outside of the stated cedes nor shall 4 relieve the permit holder from compliance with provisions of these or any other state or local law regulating construction or the parlormatke of construction. Date: Standard Plans Examiner License No. (Building. Mecthanicel, Elect(ical, numbing) FORM 60OA-2004 EnergyGauge® 4.0 10- SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT GLASS TYPES I .18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Omt Len Hgt Area X SPM X SOF = Points .18 1584.0 25.78 7350.4 Single, Clear N 7.0 6.0 16.2 30.19 0.70 341.6 Single, Clear N 1.0 6.0 23.3 30.19 0.97 685A Single, Clear 1 E 1.0 4.0 7.1 63.97 0.92 416.2 Single, Clear E 1.0 6.0 16.2 63.97 0.97 1004.0 Single, Clear E 1.0 4.0 9.8 63.97 0.92 574.5 Single, Clear S 1.0 6.0 16.2 48.22 0.94 737.5 Single, Clear W 1.0 6.0 16.2 57.68 0.97 905.0 Single, Clear W 1.0 6.0 16.2 57.68 0.97 905.0 Single, Clear S 9.0 7.8 40.8 48.22 0.54 1072.0 Single, Clear W 1.0 6.0 23.3 57.68 0.97 1301.E As -Built Total: 185.3 7942.9 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 160.0 0.70 112.0 Concrete, Int Insul, Exterior 4.1 1082.3 1.18 1277.1 Exterior 1082.3 1.90 2056.4 Frame, Wood, Adjacent 11.0 160.0 0.70 112.0 Base Total: 1242.3 2168.4 As -Built Total: 1242.3 1389.1 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 16.0 1.60 25.6 Exterior Insulated 20.4 4.80 97.9 Exterior 20.4 4.80 97.9 Adjacent Wood 16.0 2.40 38.4 Base Total: 36.4 123.5 As -Built Total: 36.4 136.3 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 1590.0 2.13 3386.7 Under Attic 30.0 1590.0 2.13 X 1.00 3386.7 Base Total: 1590.0 3386.7 As -Built Total: 1590.0 3386.7 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 183.0(p) -31.8 -5819.4 Slab -On -Grade Edge Insulation 0.0 183.0(p -31.90 -5837.7 Raised 0.0 0.00 0.0 Base Total: -5819.4 As -Built Total: 183.0 -5837.7 INFILTRATION Area X BSPM = Points Area X SPM = Points 1584.0 14.31 22667.0 1584.0 14.31 22667.0 EnergyGauge® DCA Form 60OA-2004 EnergyGaugeOO /FlaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge® 4.0 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: BASE AS -BUILT Summer Base Points: 29876.6 Summer As -Built Points: 29684.4 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(14.0) Ducts: Unc(S).Unc(R),Gar(AH),R6.0(INS) 29684 1.00 (1.09 x 1.150 x 0.95) 0.244 0.950 8157.0 29876.6 0.4266 12745.4 29684.4 1.00 1.188 0.244 0.950 8157.0 EnergyGauge'" DCA Form 60OA-2004 EnergyGauge@/FlaRES'2004 FLRCSB A.0 FORM 60OA-2004 EnergyGauge® 4.0 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: I BASE I AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Floor Area Type/SC 1 .18 1584.0 5.86 1670.8 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 BWPM = Points Type Adjacent 160.0 1.80 288.0 Concrete, Int Insul, Exterior Exterior 1082.3 2.00 2164.6 Frame, Wood, Adjacent Base Total: 1242.3 2452.6 As -Built Total: DOOR TYPES Area X BWPM = Points Type Adjacent 16.0 4.00 64.0 Exterior Insulated Exterior 20.4 5.10 104.0 Adjacent Wood Base Total: 36.4 168.0 As -Built Total: CEILING TYPES Area X BWPM = Points 1 Type Under Attic 1590.0 0.64 1017.E Under Attic Overhang Omt Len Hgt Area X WPM X WOF = Point N 7.0 6.0 16.2 15.07 0.99 241.2 N 1.0 6.0 23.3 15.07 1.00 350.3 E 1.0 4.0 7.1 12.37 1.02 89.4 E 1.0 6.0 16.2 12.37 1.01 202.2 E 1.0 4.0 • 9.8 12.37 1.02 123.4 S 1.0 6.0 16.2 9.90 1.01 161.7 W 1.0 6.0 16.2 13.25 1.00 215.2 W 1.0 6.0 16.2 13.25 1.00 215.2 S 9.0 7.8 40.8 9.90 1.96 791.5 W 1.0 6.0 23.3 13.25 1.00 309.5 185.3 2699.5 R-Value Area X WPM = Points 4.1 1082.3 11.0 160.0 1242.3 3.31 1.80 3577.0 288.0 3865.0 Area X WPM = Points 20.4 16.0 5.10 5.90 104.0 94.4 36.4 198.4 R-Value Area X WPM X WCM = Points 30.0 1590.0 0.64 X 1.00 1017 66 Base Total: 1590.0 1017.6 As -Built Total: 1590.0 1017.6 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab Raised 183.0(p) -1.9 0.0 0.00 -347.7 0.0 Slab -On -Grade Edge Insulation 0.0 183.0(p 2.50 457.5 Base Total: -347.7 As -Built Total: 183.0 457.5 INFILTRATION Area X BWPM = Points Area X WPM = Points 1584.0 -0.28 -443.5 1584.0 -0.28 -443.5 EnergyGaugeO DCA Form 60OA-2004 EnergyGaugeO/FlaRES2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge® 4.0 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: , , , PERMIT #: BASE AS -BUILT Winter Base Points: 4517.8 Winter As -Built Points: 7794.6 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 29000 btuh ,EFF(8.1) Ducts:Unc(S),Unc(R),Gar(AH),R6.0 7794.6 1.000 (1.078 x 1.160 x 0.95) 0.421 0.950 3706.5 4517.8 0.6274 2834.5 7794.6 1.00 1.188 0.421 0.950 3706.5 EnergyGaugeTm DCA Form 60OA-2004 EnergyGauge(D/FlaRES'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 3 2460.00 7380.0 50.0 0.90 3 1.00 2514.67 1.00 7544.0 As -Built Total: 7544.0 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points = Total Points Cooling Points + Heating + Hot Water = Total Points Points Points 12745 2834 7380 22960 8157 3707 7544 19408 PASS 04-- 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. Y Exterior & Adjacent Walls 606.1 ABC.1.2.1 Caulk, gasket, weatherstrip or seat 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 or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed )c to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, 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, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFP k have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences_) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 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 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. EnergyGaugeI DCA Form 60OA-2004 EnergyGaugeO/FlaRES'2004 FLRCSB v4.0 f PLAN REVIEW These plans have been revlewed for conformance to"Flodda Building Code (Building, Mechanical, Plumbing and Fuel Gas) and Oe National Electrical Code, as adopted by the State of Florida. Our Flan Review of these plans is pursuant to Section 104.3 of theFlotida Building Code and do not include any items outside of the stated codes nor shall it relieve the permit holder from compliance *0 provisions of these or any other state or local law regulating construction or the pedotmarlce of construction. Date: -r Standard Plans Examiner License No. A (Building, Mechanical, Electrical, Plumbing) 3' b th duct of cap — w/fan Nutone 696RNB 23 ton ./3k. E240v Iph Q 10x10 pltn 22.1E -d .cat. �1/0••1'0• — N — pia<rarn by,dr #I 3' bath duct to roof cap w/fan Nutone_696RNB W 13 BHDt� g r•o• IOx6 l.etl 10x10 63 6, ............................. o N F'' Q .......... 12xIE 00 +w^: Hr 6 Q .x6 1.cd /3 FAMILY IRI.- ' 10, 6'-0• Mr. 0, MAE rag 14.0 I..d 0' E3o Q i IV tNG Rrt• 9• '-•,un C ____._ 1 S0 I.cd 6, I l y m ZI M C 42410 n OM o re, ENTRY e•..• a:1a . 7 IBa6 t.ctl 3E6kM 3 6•-Di Cta f� foOrP Al 6'-6• DOlatb6 FLOOR PLAN W/ NOTES r�r rr� o � �7 N 14x0 I.cd 107.6 1.cd e25 O Q Z W W H e• T r�l �. Q 6. !' D• C-A .3 :® x dryer .all cap LP�E� CWM A/C PAD G� • 2.27•A54-m**c 42X42 A/C SL s4 b=E°6 W BY BUR MIN Or 2 FROM WALL DOUBLE GARAGE I 6' Ctf► (] 2 l4a foAD x 1/p oNaaora IY Z Q Q Z O W Q R g Ra Z o r N m W > Z O Z E F Q J Must have a rinlnun clearance, of 4 Inches around the alr handler -3Q O Z) Q � per the State Energy coda, All duct has on r=6 Insulation value, _ m d- J rn 6 0 11 a A I& RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House • DEL AIR HEATING,AIR CONDITIONING,R Job: CAYMAN 7.27.04 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Procedure A - Winter Infiltration HTM Calculation' 1. Winter infiltration AVF 0.80 ach x 12720 ft3 x 0.0167 = 170 cfm 2 Winter infiltration bad 1.1 x 170 cfm x 32 °F WriterTD = 5970 Bhp 3. Winter infiltration HTm 5970 Btuti / 222 ft2 Total window = 26.9 Btuh/ft2 and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 12720 ft3 x 0.0167 = 85 cfm 2 Summer infiltration bad 1.1 x85 Cfm x 18 °F Surm-ulD = 1679 Btuh 3. Summer n ltration Him 1679 Bhih / 222 ft2 Total window = 7.6 BtuhM2 and door area Procedure C - Latent Infiltration Gain 0.68 x 43 grAb moist.diff. x 85 cfm = 2501 Btuh Irocedure u - Equipment Sizing Loads 1. Sensible sang bad Sensible vertlation load 1.1 x 50 cfm vent x 18 °F SZrrmerTD = 990 Btuh Sensible load for structure (Line 19) + 19111 Btuh Sum of ventilation and structure loads = 20101 Btuh Rating and Mature wing multiplier x swing 0.98 Equipment stung bad - = 19699 Btuh 2 Latent stung bad Latent venblation load 0.68 x 50 cfm vent. x 43 grAb moist.diff. = 1474 Btuh Internal loads = 230 Btuh x 5 people + 1150 Btuh Infiltration bad from Procedure C + 2501 Btuh Equipment song bad - latent = 5125 Bb jh Construction Quality is: a No. of Fireplaces is: 0 Bold/italic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wnghtsoft Right -Suite Residential 5.5.17 RSR26017 2004-Jul-28 09:02:33 A4C0A E:\Files\Lenna rOrlando2002\CAYMAN\CAY MAN. rsr Page 1 410 PROJECT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: CAYMAN 7.27.04 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 For. LENNAR . [;- Design Information Weather. Ortarxio AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 38 °F Outside db Inside db 70 °F Inside db Design TD 32 °F Design TD Daily rarxje Relative humidity Moisture difference Heating Summary Building heat loss 27888 Btuh Ventilation air 0 Cfm Ventilation air loss 0 Btuh Design heat bad 27888 Btuh Infiltration Method Simplified Construction quality Average Fireplaces Area ft ( 2) HeaV ng Co fling 584 58a Volume (ft) 12720 12720 Air cha r Equiv. A (dim) 0.80 170 0.40 85 Heating Equipment Summary Male BRYANT Trade mom Efficiency Heating rnput Heating output Temperature rise Actual air flow Air flow factor Static pressure Space ff"Tustat 0 Btuh @ 47-F 0 °F 1000 Cfm 0.036 dm/Btuh 0.40 in H2O 93 °F 75 °F 18 °F M 50 % 43 grAb Sensible Cooling Equipment Load Sizing Structure 19111 Btuh Ventilation 990 Bb h UDessignn ttenr are swing 3.0 °F ht. data n RatP/swbg multiplier 0.98 Total seas. equip. bad 19699 Bh>h Latent Cooling Equipment Load Sizing Internal gains 1150 Btuh Ventilation 1474 Btuh Infiltration 2501 Btuh Total latent equip. bed 5125 Bhlh Total eglupment bad 24824 Bbt Req. t I capaaly at 0.80 SHR 2.1 ton Cooling Equipment Summary Male BRYANT Trade Cond Cd Efficiency Sensible coding Latent Cooling , Total Cooling Actual air flow Air flow factor Static pressure Load sensible heat ratio 13 EER 23200 Bhh 5800 Bkh'- 29000 Bhih 1000 cfm 0.052 dndBtuh 0.40 in H2O 80 % Bold/italic values have been manually overridden Printout certified by ACCA to meet all requiremerrts of Manual J 7th Ed_ wr10h1ltsoft Right -Suite Residential 5.5.17 RSR26017 2004-Jul-28 09:02:33 MCA E:\Files%LennarOrlando2002\CAYMAN%CAYMAN.rsr Page 1 LU PLAN REVIEW These plans have been reviewed lot conformance to the Ficrida Boding Code (Building, Mechanical, Plumbing and Fuef Gas) and the National Electrical Code, as adcplad by the State of Ffaida. Our Plan Review of these plans is pursuant to Section 104.3 of theFlorida Building Code and do not include any items outside of the stated codes not shah H relieve the permit holder from compliance with provisions of these or any other state or local law regulating ccnsiruclidn or the performance of construction. Qole; Standard Plant SMAMlnst Licsnoa No. "T / -n r (Building. Mecha,11M, Elactrkrtf, Ptum.Nng) ` RIGHT -I WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job: CAYMAN 7.27.04 109 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 LIVING/DINING a n sw a C n 0 d 1 1 90 1.0 7.0 1.0 5.0 47.4 16.2 16.2 BED3 a n sw a C n 0 d 1 1 90 1.0 1.0 1.0 5.0 47A 23.3 2.9 BATH a n nw a C n 0 d 1 1 90 1.0 1.0 1.0 3.0 39A 7.1 0.0 BED2 a n nw a C n' 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 162 0.0 MWIC MBATH a n nw a C n 0 d 1 1 90 1.0 1.0 1.0 3.0 39A 9.8 0.0 MBED a n ne a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 39.4 16.2 0.0 a n se a C n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 16.2 2.0 FAMILY a n se a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 16.2 2.0 b n ne a c n 0 d 1 1 90 1.0 9.0 1.0 6.8 39A 40.8 0.0 KITCHEN a n se a C n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 23.3 2.9 �,z+ wrightsoft Right -Suite Residential 5.5.17 RSR26017 2004-Jul-28 09:02:33 Prick E:\Files\LennarOrlando2002\CAYMAN\CAYMAN.rsr Page 1 RIGHT�J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: CAYMAN 7.27.04 109 COMMERCE STREET, LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 MWVIYrL J. /Yl rn roa Nmvdn EntieFlwse UV 4GONM E1EM BATH Tva Lerghdepomd 183.0 ft 16.0 ft 41.0 ft 8.0 ftfmandn asio 22.0 x *0 ft 10.0 x 14.0 ft 8.0 x 7.0 It CerYgs Catdl.Option 8.0 ft i heaVcod d 8.0 ft he4cod 8.0 11ftedtnd 8.0 ft heaVxd TYPE CF CST FITM Area Lead (Btrtt) Area load (Btth) Area Load (BIf1) Area Load Pl h) DFOSLRE Na Htg ag OF) Ht9 C19 OF) fft9 I p9 to Htg CIg On ► tg Clg 5 Gros a 14B 4.6 2.1 T" - - - - "" "" - - E�osad b 12C 29 19 0 - - 0 - - 0 "" "" - - w& and c 13C 32 12 176 - - 56 - - 0 ""c - - 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 Mdx sad a 1C 37D 145 5341 - 1 - 23 881 " glass doors b 8C 37D 41 1550B - 0 0 - 0 0 " 0 - HeaSg 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 "" c 0- f 0.0 0 0 - 0 - 0 0- 0- 7 Wtrdansad North 2DA 26 - 534 1 - 33D 3 - 60 - 0 glass doors NEPNV 39A 90 - 356D 0 - 0 0 - 0 - 290 c-*Q EN11 OD 0 - 0 0 - 0 0 - 0 0 SEbW 47.4 69 - 3273 0 - 0 2) - 965 - 0 Safi 0.0 0 - 0 0 - 0 0 - 0 - 0 Herz 0.0 0 - 0 0- 0 0 - 0 - 0 8 Otherdoors a 11A 189 127 2D a0 21 28D 0 0 0 0 0 b 1CD 14.7 9.9 16 159 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 9 NA a 14B 4.6 2.1 1032 4987 2229 35 163 73 305 1404 6Z7 0 262 117 b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 waG and c 13C 32 12 180 501 197 56 176 65 0 0 0 c 0 0 partitions d 0.0 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 c 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 c 0 0 10 Ceilings a 16G 1.1 1A 1590 1679 2204 352 372 488 140 148 197 5E 59 78 b 100 2.8 35 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 252 0.0 183 4743 0 16 415 0 41 1053 0 E 2 7 0 (Nola: mono b 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 P c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 isdo. 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 Doors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 12 In8tration a 269 7.6 222 5970 1679 37 9W 277 23 627 176 7 191 54 13 Srbtilfal bss-6*8-+11+12 - 2M - - 3c% - - 4103 - w - Less edernalheafig - 0 - - 0 - - 0 «« - 0 - Less transfer - - - 0 - - 0 - 0 - Healig redst7btr6m - - .. - - 0 - 0 - 14 Duct loss 10'/ 2535 - 10'/ 310 - 1 410 10° 98 - 15 Total lass =13+14 - Z7888 - - 3405 -" 4514 -^ - 1081 ^- 16 tnt.gains: Pimple@ 300 5 - 1500 1 ^" 300 0 "" 0 c- 0 Appl. @ 1201) 2 - 180D 0 0 0 0 - 0 17 Srbbt RSH gain=7+8-+12.16 «« - 17374 - 1794 _ .. 2123 Less extarrlcooling - - 0 - 0 "" 0 - 0 Less transfer - - 0 0 "" 0 - 0 Coof v redistrb - - 0 0 0 - 0 18 Dud gain 10'/ - 1737 10' 179 10° - 212 10 - 53 19 Total RSH ga"l7+18)'PLF 1.00 - 19111 100 1973 10D - 2225 1.00 - 581 1201Air required (cbn) 1000 1000 1 103 - 162 116 - 39 30 Printout certified by ACCA to meet aQ regtalements of Mmml J 7th Ed. wrrgi t t50Tt Right -Suite Residential 5.5.17 RSR26017 2004-Jul-28 09:02:33 E:1Files%LennarOrlando20D2\CAYMAN\CAYMAN.rsr Page 1 RIGHT,J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Job: CAYMAN 7.27.04 lvwlvw+,L.e m to Marrsdreom BEIp MMVIC MBATH MBED TCe&xy- %oposedwdl 120 ft 10.0 ft 18.0 ft 2Z0 ft RaomLerx drt120 x 10.0 ft 10.0 x 9.0 ft 9.0 x 10.0 ft 14.0 x 17.0 ft Cord& Option 8.0 ft heaitod 8.0 ft hea<bod 8.0 ft heaVcod 8.0 ft heet6od TYPECF CST HTM Area Lad(Baft) Area LoadW) Area LoadOkh) Area Load�3ilt) � E)i2E NQ Htg Clg (1) Ht9 Clg (� Htg C19 (f?) mg CIg �� Htg I Clg 5 Gross a 14B 4.6 2.1 96 - "" - - 144 - - 1 Eiposed b 12C 29 1.9 0 - - 0 - - 0 - - WaGand c 13C 32 12 0 - - 0 - - 0 - patbors 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 VVrtdo✓sad a 1C 37D " 16 599 - 0 0 - 10 312 "" 1 1193 - glass doss b 8C 37.0 " 0 0- 0 0- 0 0- 0- Heating c 9C 38.7 " 0 0- 0 0- 0 0 `"' 0- d 3C 232 " 0 0- 0 0- 0 0 ""' 0- e 0.0 " 0 0- 0 - 0 0 "" 0- f 0.0 " 0 0 - 0 - 0 0c 0- 7 V*barosad North 20A 0 - 0 0 0 doors NE1NW 39.4 16 "" 638 0 "" 0 10 '"" 386 638 ENV 0.0 0 - 0 0 0 0 - 0 0 SEGIV 47.4 0 - 0 0 '0 0 0 671 Smith 0.0 0 - 0 0 0 0 - 0 0 Harz 0.0 0 - 0 0 "" 0 0 - 0 "" 0 8 Oltterdoars a 11A 182 127 0 0 0 0 0 0 0 0 0 0 0 b IM 14.7 99 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 9 Not a 14B 4.6 2.1 97 UA � 165 134 618 � 236 exposed b 12C 2-9 19 0 0 0 0 0 0 0 0 0 c 0 0 vralb and c 13C 3.2 12 0 0 0 0 0 0 0 0 0 0 0 parViors 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 Ceiiirtgs a 16G 1.1 1.4 120 127 186 90 125 90 95 1 251 330 b 16C 28 35 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 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 11 Floors a 22A 259 0.0 12 311 0 Ic 259 0 18 467 0 z 570 0 (Nola_ morn b 19S 1.1 0.0 0 0 0 0 a 0 0 0 0 0 0 perrnebr c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 is dspl. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 for stab 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 Infiltration a 269 7.6 16 43E 123 0 01 0 10 264 74 872 245 13 SubbW bss=6+&+11+12 - 1840 -723 - - 1806 Less odardhealing - 0 •• -0 - - 0 ..•. 0 - Les transfer - 0 - - () •• •••• 0 - HeabM redslrbAon .... 0 - - .... 0 .. 0 - 14 Dud lass 10' 184 10°/ 72 - 10° 181 - 101 3m - 15 Total loss =13+14 - 2025 - - 1987 - 16 Int. gals: People @ 301) 0 - 0 0 - 0 0 0 1 300 Appl. @ imo 0 - 0 0 - 0 0 0 c0 17 S bkA RSH gah--74 +12+16 - 1092 - - 299 "" to 2522 Less adernal000itg - - 0 - - 0 "" 0 0 Less trasfer - - 0 - - 0 »» 0 • •. 0 Coofrgredsbi r - - 0- - 0 0 0 18 Dud gain t0Y 109 10 % 29 10° 86 101 19 ToWRSHga"17+18)"R.F 1D0 12M 1A0 318 100 1.00 2774 20 Air required On) 73 63 17 " 71 Sb " 140 RdntoLlt oertified by ACCA b meet all requirements Of Manual J 7th Ed. wrrrghtSoTL Right -Suite Residential 5.5.17 RSR26017 2004-Jul-28 09:02:33 '��A E:lFiles\LennarOrlando2002\CAYMAN\CAYMAN.rsr Page 2 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: CAYMAN 7.27.04 109 COMMERCE STREET. LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 ivtru� ,r to to 1 Namedrocm FAMILY KITCHEN 2 Laylhdexposedwal 23D ft 33.0 ft 3 Finandrrra>sus 180 x 16.0 ft 120 x 180 ft 4 Ceiligs CaxVL Option 8.0 ft 1 &0 ftl fteelbod TYF£CF CSl HiM Ares lead W) Area Laed W) Area Ate 0O106lFE Na Htg p9 (� Htg Clg (� Hlg Clg H1g Cg H1<j Clg 5 Gross a 14B 4.6 21 IN - - 14! - - - - Eposed b 12C 29 1.9 0 - - 0 - - - - v,ob and c 13C 32 12 0 - - 1 - - - partitions d 0.0 OD 0 - - 0 - - - e 0.0 0.0 0 .... - 0 .... - - f0.0 OD 0 - .... 0 .... .,... - 6 Wirtdovsand a 1C 31D " 16 111 - 21 861 - glass doss b 8C " 41 150 0 . FimSrg c 9C 38. X7 0 0 .. 0 0 - .. . d 3C 232 - 0 a 0 0 - e 0.0 0 0 "" 0 0- f 0.0 " 0 0 0 0- 7 VWxbAsand North 20.4 2 - 42 3 - 60 - NENW 39.4 41 - 1608 0 - 0 �doas EW OD 0 0 0 - 0 .. SESW 47.4 14 671 20 - 965 - South 0.0 0 "" 0 0 - 0 - Hoe 0.0 0 ' 0 0 - 0 8 Otherdoas a 11A 189 127 0 0 0 0 0 b 10D 14.7 99 0 0 0 1 159 c 0.0 0.0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 127 535 262 121 595 249 egesed b 12C 29 1.9 0 0 0 0 0 0 v.r& and c 13C 32 12 0 0 0 104 32B 122 partiborts d 0.0 0.0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 10 Ceilings a 16G 1.1 1A 2188 301 399 216 228 299 b 16C 28 3.5 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 d 0.0 0.0 0 0 00 0 e 0.0 0.0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 11 Floors a MA 252 0.0 23 596 0 33 855 0 (Nolo: room b 19G 1.1 0.0 0 0 0 0 0 pawelor c 0.0 0.0 0 0 0 0 0 0 isdispl. d 0.0 0.0 0 0 0 0 0 0 for stab a 0.0 OA 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 12 In9tration a 269 7.6 57 1535 432 319 106E 298 13 Sublotalbss=S+B_+11+12 - 5127 "" 4122 - Less a Minal heAng - 0 »•• ••••0 - •• »•• «•• »•• Less lrw> er Heaag ... .... .. .... .... - - ... ... .... .... .». ._. 44 ration Duct loss l00/ 513 100/ 412 " ° 15 Total loss =13+14 Str70 "" 4534 - M- - - - 16 Uri ga'scs: Fbopb @ 300 3 900 0 - 0 Appl. @ 1200 0 0 2 - lam 17 SubU RSH g m F=7+8_+12+16 4313 - - 3951 Less eldenel am" •• » • 0 - - 0 •» •.•• Less hardy 0 - .... 0 ... . . Cooky mdsMbuticn - ... 0 - .... 0 .« . . 18 Dud gait 1u/ 431 10°/ - 395 - 19 ToWRSHga'n=(17+18rPLF 1.00 41 100 4347 2i1 Air r[quced (dm) 248 "" 1 227 »• Printout ceffied by ACCA to meet all requirements of Manual J 7th Ed. wrre�l r,t5oft Right -Suite Residential 5.5.17 RSR26017 2004-Jul-2809:02:33 '�� E:\Files\Lennar0rlando2002\CAYMAN\CAYMAN.rsr Page 3 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 86.8 The higher the score, the more efficient the home. 1. New construction or existing New 2. Single family or multi -family Single family z 3. Number of units, if multi -family I 4. Number of Bedrooms 3 / 5. Is this a worst case? Yes 6. Conditioned floor area (ft2) 1584 W _ 1 7. Glass type 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)185.3 ft' _ b. SHGC: (or Clear or Tint DEFAULT) 7b. (Clear)185.3 ft' _ 8. Floor types it a. Slab -On -Grade Edge Insulation R=0.0, 183.0(p) ft _ b. N/A _ c. N/A 9. Wall types a. Concrete, Int Insul, Exterior R=4.1, 1082.3 ft: b. Frame, Wood, Adjacent R=1 1.0, 160.0 ft c. N/A _ d. N/A _ e. N/A _ 10. Ceiling types / a. Under Attic R=30.0, 1590.0 n2 _ b. N/A c. N/A 11. Ducts / a. Sup: Unc. Ret: Unc. AH(Sealed):Garage Sup. R=6.0, 1.0 ft b. N/A 12. Cooling systems a. Central Unit Cap: 29.0 kBtu/hr SEER: 14.00 / _ b. N/A c. N/A _ 13. Heating systems a. Electric Heat Pump Cap: 29.0 kBtu/hr ./ HSPF: 8.10 b. N/A c. N/A 14. Hot water systems / a. Electric Resistance Cap: 50.0 gallons •/- / EF: 0.90 b. N/A _ c. Conservation credits _ (HR-Heat recovery, Solar DHP-Dedicated heat pump) 15. HVAC credits PT, _ (CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, MZ-C-Multizone cooling, MZ-H-Multizone heating) 1 certify that this home has complied with the Florida Energy Efficiency Code For Building p4-iHES7.4 Construction through the above energy saving features which will be installed (or exceeded) O in this home before final i ton. 0 erwise, a new.EPL Display Card will be completed based on installed es. tsi Builder Signatu Date: 05/16/06 4 a Address of New Home: Celery Ave Estates Sanford, FL .1'�e01) WE �o *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 EnergvStar `designation), your home may qualify for energy efftciencv mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Holline at 3211638-1492 or seethe Energy Gauge web site at www./sec. i1qf 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. I Predominant glass type. For actual glass type and areas, see Summer & Winter Glass out ul on pages 2&4. EnergyGauge© (Version: FLRCSPB v4.0) PLAN REVIEW These plans have been reviewed for conformance to the Florida Building Code (Building, Mechanical, Plumbing and Fuel Gas) and tfw National Electrical Code, as adopted by the State of Florida. Our Plan Review of these plans is pursuant to Section 104.3 of theftorida Building Code and do not include any items outside of Me slated codes not shall R relieve the permit holder from compliance with provisions of these or any other state or local law regulating construction or the performance of construction. Date: Standard Plans Examiner License No. � 1r ` (Building, Me&anical, Electrical, Piumbing) -RON : SOLAR-T I TE FAX NO. :4073341818 May. 12 2003 08:39AM P2 /ODD 5 U a Ak---�41ie--- lor � �-;Y) — NATIONAL CERTIFIED TESTING LABORATORIES 1464 GEMINI BOULEVARD - ORLANDO. FLORIDA 32037 PHONE (407) 240-1356 - FAX (407) 240-8882 STRLICTURAL PERFORMAlYCE TEST_ REPORT REPORT NO.: NCTLr210-2089-1 TEST DATE: 09-24.98 REPORT DATE: 09-24-98 EXPIRATION DATE: Alld PARENT REPORT NO.: 210-1662.1 LABORATORY CERTIFICAT1O1tJ NO.: 98-0430.01 CLIENT: Florida Extruders International Inc. •2540 Jewctt Lane Sanford, FL S2771-1600 TEST SPECIMEN, Florida Extruders International Inc.'s Series "Milestone 1000" Aluminum Sliding Glass Door- (Type XXO) (SGD-C30) 'i'EST_SPECIFiCATIOF: AAMA/NWWDA 101/1.S. 2-97, "Voluntary Specifications for Aluminum, Vinyl (PVC) and Wood Windows and Glass Doors." TEST SPECTMFrJ-DUCglyrI0N r. %U V. GENERAL: The sample tested was`a three panel type "XXO" aluminum sliding glass door'measuring 13'0" wide by 8'0 3/4" high ovorall.',Tlia )afi eetive and right panel measuring 5'0-UT' wide by7111=4/47 high; iftc center active panel measured S'0-112 Wide by 7' 11-I/4" high; the right fixed panel was secured to tho jamb with three 2" long aluminum rctalnors each fartencd to the jamb stile with a single snow- One plunger -type security lock was fastened to the left aetiveloc`stilt with the keeper fastened to the left jamb- One adjustable'metal single roller assembly was used to tite'l'active lock stile with the keeper fastened to tho loft jtunb..Ono adjustable metal single roller assembly was used at each end of the active bottom rails. 7"he fi-ame was of double screw coped corner consaUction. Panel top rail/stlle corners were of double screw overlapping coped corner construction. Panel bottom ruil/stile comers were of single screw overlapping coped corner construction. 1NST6LLAT_ IQN: The lrame was mounted to the test buck using fifty-two (52) (1$ 8 x 1") flat hoad scrows. G L,pZTNG: All panels were channel glazed using 3 /16" thick tem;5cmd clear glass with x flexible vinyl glazing bead. WayE: Double strips of polypile weatherstrip (0.190" high) were located at each interlock stile. 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 snips of polypile weatherstrip (0.190" high) were located at each panel top rail. A polypile dust plug measuring 1-1/2" x 1" x .250" high was located at the sill under each interlock stile. P170FESSIONALS /N THE SCIENCE OF TESTING -ROM :SOLAR—TITE FAX NO. :4078341818 May. 12 2003 08:39AN P2 Florida E.ztruders International IILc. .2. 1\TCTL-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. Installatlon Fasteners: The specimen was fastened into the wood test buck using ten (10) (# 8 x .I" flat head s-.rews; two (2) in the head, (# .3 x 11, two (2) were used at the top of jarnb at head and two (2) ?# 264down from head in jambs; four (4) (# 8x ' were used below the fixed rail; two (2) in each jamb. TEST RES LILTS _r. tiro Title of T, est & Method &feasured Allowed 2,2.1.0, X Operating Force Active Sash 15 lbs. max 30 lbs. m.crx, 2.1.2 Air Infiltration - AS7'kf B283 1.57psf (25mph) 0.19 cfrn/ft-- 0.30"cfm/ft' 2,1. 3 * Water Pe etratlon - ASaI E331 / 547 5.0 gphIf t WTP= 2.86 psf No Leafage No Leakage 2.1.4.2 Uniform. Load Structural -A.STUE330 22.5 psf Exterior 0.024" 0, Q04'T 22.5 psf .Interior 0.027" 0.204" 2.2.1.6.2 Deglaxing Test Active Sash Meeting.Rail (70 lbs.) 0. I05" (2.1 %) < 100% Bottom Rail (70 lbs-) 0.118" (3.8%) < 100% Left Hand Stile (50 lbs-) 0.095" (X. 9%) < 100% Ri,ght Hand Stile (50 lbs.) 0.046" (0.9%) < 100% TEST COMPLETED 04121/00 ?The tested specimen meets (or exceeds) the performance levels specified in Table 2,1 of AAMA/ NWWI)A- 1011'I.S,2-97 for air infiltration. 17ce listed results were secured by using the designated test methods and indi ;ate compliance with the performance requirements of the referenced specification paragraphs for the (D.H.R30) (53.1 /8" x 721) product designation. Detailed drawings were available for laboratory records and comparison to the test specimen at the time of this report. A copy of this report aloe with representative sections of the test epecim,en will be retained by NC'rL for a period of four (4) yearn. The results obtained apply only to the specimen tested. No conclusions of any hind regarding the adequacy or inadegw=y o the g speoimen may be drawn from this test. This report dues not constitute certification of t t which y only be granted by a certification program u*lidator. NATIONAL ion A41,'L/ld TESTING LABORATORIES ROM :SOLAR-TITE FAX NO. :4076341818 May. 12 2003 08:40AM P3 FASTENER LOCATIONS '- 31 7/8" 7. .1ar�bs 24" same Head & Sitl same ----` 6 1/ 4" �-- -� 6 1/ ' 4" ,�4" D.C; --� 24" 01. TYR TYR 15'-0" The te:st specimen was flange mounted to the test buck using forty --eight (48) #8 X 1' FH screws at locations shown. - - DENDTES 'SCREWAN TIONAL CERTIFIED TESTING LABCIRATORIES_ ,SOB NO. NCTL-210- 089-La COMPANY FLORIDA EXTRUDERS /� IES�DATE 9-24-98 Ile `s. "ROM :SOLAR-TITE V' J FAX NO. :4078341818 May. 12 2003 08:40AM P6 TM ALITY WINDOWS 13T FLORIDA EXTRUDERS SLIDING GLASS DOOR FEATURES & ' SPECIFICATIONS COMMERCIAL PRODUCT RATING OF C30 WITH APPROVED FORCED ENTRY; C40 AND C60 OPTIONAL 4 ' 3/4" FRAME DEPTH CAN 2 TRACK DOORS 6 5/16" FRAME DEPTH FOR 3 TRACK DOORS UNIQUE 1 /2" FRONT FLANGE FRAME DESIGN WITH SNAP -OFF FLANGE FEATURE FOR IMPROVED INSTALLATION IN BOTH MASONRY AND FRAME CONSTRUCTION AVAILABLE IN 2 AND 3 TRACKS AS WELL AS POCKET UNITS PANELS HAVE UNIQUE DEEP DOUBLE INTERLOCKS FOR- STRENGTH AND REVERSIBILITY; DESIGN REQUIRES NO NOTCHING A HIGH GRADE BOX . SCREEN WITH STEEL ROLLERS AND DIE CAST RECESSED LOCKSET IS A STANDARD FEATURE • DEEPER GLASS POCKETS FOR IMPROVED ADHESION OF RAILS TO THE GLASS' • 1 1 /2" EXTERIOR SILL Ic STANDARD; OPTIONS ARE INTERIOR FLUSH SILL, 2 5/8" AND 4 5/8" "ADD ON" RISERS • RECESSED DIE CAST LOCKING HARDWARE 0 OPTIONAL WOOD PULL FOR EASE OF OPERATION • 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 " learly bomw lagn �,,� SGD-1 t e nA esit , I 09. OS. 95 01 : a6„TIA 11ry6..__..� 1,• 09. Of,. 05 0I : 6G rm P01 FROM :SOLAR -TITS A THING OTHERS UCCO SIDING QTHERS 'ERIMETER — CAULK BY OTr1ERS FAX NO. :4078341818 SHIM t•S RC'O'D INSTALLATION ANCHOR (SFE NOTES) a3 SCpEv r At tt It FrTVFrN i ve 73Y VQ0D BY 7T*(tRS / V I 1i�.L,,'ii` (LI Jam•. �.tA : �.rt;. T v(JEiS _ ..:_- 1:�4 6- LIDING' GLASS DnOR FRArtE --, SILL ) 41 A ^ D LIBEi:1LLT APPLY CAULKING UNDEP SILL MAX. .r._ S�tllti Spa::_ I 1-1/6, MIN. EMBEDM. NT SLIDING, C,I_AS: DOOR rprn ,-E i;E AD TEMPERED GL-_- (TYP. i D❑Oa NEIGH. I'1/4, M;?1 —_ OR SET SILL IN BCD L— INSTALLATION ?NCHOP OF CONCRETC 3/16' DIA. TAPEDN SECTION A -A May. 12 2003 02:40AM P4 �— DOOR vI DTH SLIDING GLASS DOOR FRAME -� JAMB \ TEMPERED GLASS (TYP.) PLRiMl'i CR CAULK BY OTHERS SECTION B-B i 14(mo -1:4' MAX. SHIM SPACE —� 1-)/9 MIN. I EMBEDMENT / INSTALLATION ANCHOR Tvo BY VOOD cs SCREv BY OTHERS 7,.10 BY vDOD %— IIY OTHERS SLIDING GLASS SHIM As R[o•D. tIDOY STRIP (SEE NOTES) INSTALLATIDY. ANCHOP. la SE:RC- CAULK BET-CEN DOOR FLANGE & SHEATHING `=- SHEATHIIJG BY OTHERS TEMPEP.�D f STUCCO (T YF.) OR SIDINrt 3Y rnw.-RS S1,1C!NG GL%)S_ _ ,-IG: — INTEI?LUC'r, - 4ULI: BETVEEri ]OK STRIP b 1EATH1NG �)v�t"u um J.ILIIVU BY OTHERS .HUDK STRIP DETAIL NOTC S: 1) DDCR MATERIAL: ALUNINIM At:-OT SOSJ. 2) a$ INSTALLATION SCREVS M;:ST �E Of SUrf ICIENT LENGTH TO Ar"HICVE MIN. EMBEDMENT Or 1-1/8' INTO VOOD. TAPCD�t TYPE INSTALLATI(N ANCHORS AT SILL MUST BE Or SU rIC1ENT LENGTH TO ACHi_v[ Plitt. CM9CD<NT Or 1-1/4' IN70 MASONRY OR CONCRETE. S) INSTALLATION ANC4C!P CXZC4T ()it 241.[ OF 141S SHEET. 4) USI SILICONIZED ACRTLIC CA,.a.`: SE-:N9 DCCPR rLANW AT HEAD 6 JAMBS. 5) uS( SILICONIZED AEP.TLIC I'=1 r[t? aER!PCYER SEAL AROUND L'XTF_RIOR OF DOGE. b) IF EXACT DOOR S17C IS \ri l_IS:'i) IN ANCNJR CHART. USE ANCHOR QUANTITY LISTED VITA NeXT LA2GEp SIZE. r0P-TrY APP?_n+1AT? IXS10t PRLSSURE RE0'0. %) TOt' POCrET COCK SI?ET L�= '-.ESE ?Yr•:,S DC:OP SIZE 6 CUNr IGURATION To rIHISHCD EI'ENING. ANr.a_i. : "ZN: L' 1-•^JJr STRIP AS S-cwN. .9) Cr ASTM CI300 (',)_AiS CMARiS. 9) Up(IF UNiT IS A?P?.Ov_C USIA, T_:-^.:D GLASS IN SINCLE (.L/.::ED OR INSULA:;NG rd.ASS 10) JAMB / S!LL CDRWP.S APC 7+l 9E :_ �L;l v'!TY1 A SMALL JGINT SEAM SEALER. I, I St4t11 AS REO-D AT EA SCI 'r- 11:S: c1_L aTIQ�ANCROVS MAX. ALLUVnaLE SHIN STACK TO BE VA' Ir) AL)_ COPOC>!Dtt R:SIS-.,NT MA:CRIALS 11) �1p!: x- C-rP2r;ENT$ rlX_D PANEL AP=•:::•.'_'D :',Wl U6:ATlOri Attr AS Li, it + > :�O:^Attl :V't 9PCK Or THIS SHEET. 14) NC)i ALL SOWN ON 1)'!S DR.AVING. HnVEV73 INSTALLATION A-A'SC• :`+STnLLAiirJN or Ali �h iULIf?Ai1Qt'tS Ij) i LL,?:DA Lf tzt,OCR: SC•_� �.:Dl`•�. G'_ DOUR IS !MOWN 1HIS FP1NT ALSIJ APPLIES TQ �0�!C SERIES -,+9 -V RFC. DESCRIPTION ! GATE— 1� 2002 - F L 11 PIDA -1 NT. 1NC. 5��-�.:-� I TI. - .. I- I F1' N C)L/•\,SS DOOR L1 :,�Ti0N wITS SCPE�✓r h ...w FY. 3i - APFF.OVED BY: r,ATE: ,) s �r��, . ' i/Dl _)Cr11-;CAINi y� LEX0027 SHI I ^� F7oiida .W Ldi?js term danatku July 18, 2002 : Alan Plante, Chief Plans Examiner Norm Smith, Deputy Building Official T,"_ , 7 Orange County Building Division FEET'' L F"'ORILDA Administration Building, 1st Floor 'AL r*%TUF'.A:CTURER NAM.o 201 South Rosalind Avenue /-l�r� �,� E,r fN�� ✓S P.O. Box 2867 yr . Orlando; FL-32802-2687 MASTER FM •(407) 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 Jewett Lane, Sanford, FL 32772-1600 - (407) 323-3300 • Fax (407) 322-3507 1 cd woza ::0 zeaz 60 '6a5 Co�S?Za ou t p l t r. L0: 'U1 Xttd luaun +eLaQ Florida AMW Eamders BW Intergorb4be Regards,. PE Sealing Statement:' The letter was signed and sealed -with an impression seal as required by Section 62G25-23,001, F..4_C A charcoal pencil was applied to'.. the impression seal to facilitate reproduction. �,NTR AL FLORIDA B.. 0_ A- F. MANUFACTURER NAME: MASTER FELE =1 JUL 3 0 2002. 16 - :Y •ems -= -�-�� (�' i F1 e: 2 UO2-LTit-0.1A-014 2540 )ewcti Lane. Sariford, FL 32771-1600 • (407) 3Z3-3300 • Fax (407) 322-3507 2 �d Wc00 : TO i:00Z 60 -das ZoL-59�B L0e 'ON Wds zuMn_Aedad 6u1P1!rG wod-I ____ �awozsnl oanTen das:20 20 60 das CRNTPUL FLORIDA .B. o. wO> 1 MANUFACTURER NAME: . VU&Is 1D'fcASTER FILE ATTACHMENT NO. 3 I Alternate;N.ailing Schedule and Installation Instructions — Analysis . Methodology and Sample Calculation. 'Load'Distribution based'on.AAMA 103.3-93 Procedural Guide and centroid location based on common shape geometric Formulas. AZ . - M b H.10h~dth - NMI < 1.0 H<�g MlVII/QRf • HlWI ► 1.0 ^AMA 10).). C u0 ) Lobo Di. WDuion AAAPLA 103.2. Cb.a / Lamed Dt- :►ugoh Florida Extruders Drawing No. FLEX0026, FLEXD029 and'FLEX0030 -d. e.. kv.e by Eyebrow Arch - Fixed Lit, y, Half Circle - Fixed Lite Florida Extruders Drawing No. FLED(0037 Rectangular Load Distribution (where A = Area Al'or A2 dependent upon H/W) Triangular A = Vz (b)(h) where: b = Jamb Height (H) or Head/Sill Width (W) a = W - 2(H/2) or H - 2(W/2) Trapezoidal A = 'A (h)(a +, b) h = H/2 or W/2 2540 3ewett Lane, Sanford, FL 32771-16DO • (407) 323-3300 • Fax (407) 322-3507 5 9d WdCa:To E:OeZ 60 'd=S cotrS9ES Lev : 'ON >Cdl luzug-aed=Q 6ulpltna : WOad AM l a EI-O A. F_ ' B.O. M NUI ACTUPER NAME AM kMffWbUrja�kjc. - MASTER F7ILig- # Non -Rectangular Conflgurations Load Distribution: Loading to the head, sill and/or jamb were based on the centroid of the configuration. For the half -circle shown; where: Al = '/i(b)(h) b = Sill Width Atotal = 3.1416(R2)/2 H centroid of 4Rj3(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 = 1.82S" 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:- bne 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 th'e [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, 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)) — V2(36/2)((62-36)+62))/144 = 5.5 SF A2 = Va (W/2)(W)/144 = IA(36/2)(36)/144 = 2.2-5 SF ^" �--- I --c, _�a31fiuFu, rL--S4//1-IbUU • (407) 323-3300 • Fax (407) 322-3507 6 Ld Wdd0 :10 E00Z 60 •d;S 26trS9�B L0tr TH XU-1 Zu;x r _ieda0 6u i p l i ng : wod=l 7n Pn d9R 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 =.5:58 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" Fastener5pacing Head/Sill. = (W - 2(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. • kwa• L b —J* ►a—CMN rrom MANWACTUnEP NAME: Hcgbvwtoth•= NMI a t.0 - . AAMA 743.3. Cacv 1 Load DlttrambonMAS 'E'ER 1FUZ # ,y� id Ar.Q h 2540 3ewett Lane, Sanford, F L •32771-1600 • (407) 323-3300 - Fax (407) 322-3507 7 6d Wdn :TO z00Z 60 'daS 26v59�8 Lob LTl ?tfd Zu=W-4ledaG 6u!pl1n8 WOd3 Required Nail Paslode Catalog 0650111, 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!2". Sheathing thickness greater that Va" 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 Circlet, Half Circles, Full.• Circles, -Ovals and Octagons. 45 PSF Design Pressure: Maximum of 8" on centertine.. 70 PSF Design Pressure: Maximum of 5" on centerline. CENTRAL, FLO..ZIDA ]B.O.A..F. 10IAI�c . ACTURZER N MASTER FILE 2540 Jewett Lane, Sanford, FL 4 32771-1600 • (407) 323-3300 ! Fax.(407) 322-3507 Sd Wez9:10 zeoa 60 'das ZbVS9E8 L6d : 'CH >tUj zua-14edza 6uIpl ine woz:w ATTACHMENT NO. 1 Orange County Fenestration Masterfile List Alternate Nailing Schedule_ Drawing, Applicability. Fin--Fiame.Window. htattPrfiIP No. Dw . No. Descril2tion 1 FLEX0029 Horizontal Sliding Window XOX - Fin 3 FLEX0026 Single Hting Window - Fin 4 • FLEX0030 Fixed Window - Fin 4 . FLEX0037 Designer Fixed Window — Fin Half-CirrJe. and Eyebrow shown_ Applicable to other confi urations note 9 on FLEX0037 MANUFACTUP; ER NANE: MASTER FILE # 2540 3ewett Lane_ Sanford, FL 32771-1600 • (407) 323-3300 • Fax (407) 322-3507 3 Cd WdZO :10 MOZ 60 'd�'S 26rSLOV -ON Xt13 -�uaug_&ed�a 6u c p I i nS WOdj r nnrda • July 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`";`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 ald� mw .{_t w UUi✓1 5 .3.-.'For both considerations, that extrusion sectiori.properties remain the same, corner connections do not differ and that the glass thickness and style do not va ry. .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 V.slope) or full radius head (1" per 1'-slope.), the corner connection., extrusion sectibn 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 thle 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 i..ceLU. ut.cvi v Regards,Na Robert J. Amoruso,. PE ramorLiso.pePfloridaextruders.com Florida. PE License No. 49752 Florida. Extruders- Internatio.nal., Inc. Certificate of. Authorization No. 9235 Cc:: Earl Moore/FEI File. File: 2002-LTR- RJA-019 2540 Jewett Lane, Sanford, FL 32771-1600 • (407) 323-3300 • Fax (407) 322-3507 3 Mir AW Lai July 18,' 2002 Alan Plante, Chief Plans Examiner Norm Smith, Deputy. Bulldirig Official Orange County Building: Division C N aA-L.. ��,OWA �- �- A- Administration Building, 1st Floor��,��,�� o 201 South•Ro-salind Avenue P.O. Box 2867 - /��O`r / ��c E,{ f�✓�l� ✓S Orlando, FL 32802-2-687 MASTER �. : (407) 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 Masterfiie for an Alternate Nailing Schedule and Installation Instructions. •7hese 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 Jewett Lane, Sanford, FL 32773-1600 - (407) 323-33130 • Fax (4D7) 322-35D7 i zd Wdza:ie zew 6e 'daS .:-of-S ,- Len : TIN XU3 wmtn-iedaQ 6ucplrnB : I•3d3 A c72nc_Lco rIn4.1 -jawoasn7 panten des:20 ZO 60 das -�r�da � • �� models Intam9ork-4kic Regards, PE Sealing Statement: CENTRAL ]FLORIDA The letter was signed and sealed AIANUFA�rURER- NAME:. with an impression seal as required FLaR• 77?-/by Section•61GZS-23.001, F.A.C. . MASTER ]FEL:E � �, -�!� �-i -0 -7 A charcoal pencil was applied to the impression seal to Facilitate reproduction_ �- r{('' _ : ►:1UL 3 0 2002 Facc 2002-LTR-R]A-014 - 2540 lewctt Lane, Sanford, FL 32771-1600 • (407) 323-3300 • Fax (407) 322-3507 2 Ed WdZO : L0 2:00Z 60 -das Z6t7G9M 'ON XU-1 zu�wJ ied� 6u t pl r ng I CkU a c�nc-,.co r i na, i Jamozsn7 panj eA d6S =Z0 20. 60 daS i Dl4C 3 CENTPUL FLORIDA B-O ''LIf ,IS MANUF'A NAME:'. MASTER FILE ATTACHMENT NO. 3 Alternate Nailing Schedule and Installation Instructions — Analysis Methodology and Sample Calculation Load Distribution based on AAMA 103.3-93 Procedural Guide and centroid location. based on common shape geometric formulas. A H. ghUVndd. - HAV - 1.0 HeighVWidth - H/W ► 1.0 AAMA 103.3. C as• 3 Lobo Di. tAou6on Mk1A 103.3, Ca 1 1—d 01bvcsvdon Florida Extruders D.rewinq No. FLEX0026, FLEX0029 and FLEX003D AZ _Voft �\ C _ c+s.a . Eyebrow Arch - Fixed Lite y Half Circle - Fixed Lite Florida'Extruders Drawing .No. FLEX0037 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� _ 'h (h)(a + b) h = H/2 or W/2 ' ls4u jewet2 Lane, Sanford, FL 32771-1600 • (407) 323-3300 - Fax (407) 3ZZ-3507 5 9d WdCO: TO Z00Z 60 'daS Z6-� S9E8 Lob 'ON Xtjd luauniedma 6u 1 p i' nfi : WOad . . A �- .,C--LC�o r I r,L, -jawoasnn oanT eA dnc _7n 20 60 daS .Floiicb CENTRAU FLORMA .AM 1►'i NUrACTURER N Er : '. AM jbtawfima�ft' MASTER F' ME # Non -Rectangular Configurations'Load Dlstrtbutlon: Loading to the head, sill and/or jamb were based on the centroid of the configuration_ For the half -circle shown: where: Al = 1/2(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 2.3-75 - .5 - .050 = 1.825" -Nail Allowable' at full embedment ,= 1.825(38) = 69.35 lbs., use 69 lbs. Number of Fasteners = [Load Area (psi) 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.1/69 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, 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 = V-(W/2)((H-W)+H)) - V2(36/2)((62-36)+62))/144 = 5.5 SF A2 = `h (.W/2)(W)/144 = Vz(36/2)(36)/144 = 2.25 SF 2540 Jewett Lane, Sanford, FL 32771-1600 - (407) 323-3300 - Fax (407) 322-3507 ti Ld Wdb0:TO z00z 60 'd'OS z6Ds9ze L0b 'CI4 XU3 iu�+i1eda� 6uipltng WMIJ L-a c:7nc-6ca rinbI _jawo-4sn7 panten d6G:2D ZO 60 daS :im Plnrjofa :.. :Load on Jamb = 70(5.S) = 385 lbs. Load on Head/Sill = 70(2.25) = 157.5 lbs. Number of Fasteners Jamb (N). = 385/69 =.5.5B = 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" FastenerSpadng'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 f- 'lI ice. FLO x--IDA w�arsn w.mn Mti1 XIFA`. j .BJER NA E: He:gbvwtdtl► =N!►M> t.O F �/��► �.!'t�YV� r . AAMA 103.], C>sv � Load DIstr�Dott . MASTER 1FR,E # 2S40 ]ewett Lane, Sanford, FL '32771-16U0 - (407) 323-3300 - Fax (407) 322-3507 7 8d Wdva : TO aeaz 60 'daS Z6rs9m Lob : TH >-d j iu=n-jedza 6u , p l l ng : Wod3 r �nc_LC`0 r l r1L1 Jawo-asn-% DanT eA dRc :Rn Po so das ATTACHMENT NO..2 Alternate Nailing Schedule_ and In'stallatlon Instructions -Fin Frame Windrow • - Required Hail.. 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 Va" 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. Minimurn of one nail required 6" maximum From each corner on Fans,' Eyebrows, Quarter Circles, .Half Circles and' Octagons. Spacing Between Carrier- Nails of Rectangular Wlndows'and along arched & straight,perimeters of Fans, !_y"roivs; Quarter Circles, Halt Circles, Full. Circles,_Ovals and Octagons. 45 PSF Design Pressure: Maximum.of 8" on centerline. 70 PSF Design Pressure: -Maximum of 5- on centerline. CENTIjAL F LO, IDA IB. O. A. F'_ MANU AC'I URER NAME.- . • - f/o � � Exr<svdrrs - - M ASTER FILE 7, „ 2540 Jewett Lane, Sanford, FL 32771-1600 - (407) 323-3300 • Fax (407) 322-3507 4 Sd wcEe : i0 zeez- 60 .daS ?__bbS9M L6D : -ON XU3 JLraurzledaQ 6uIpl ing I oI u ATTACHMENT .NO. I' Orange County Fenestration Masterfile List. Alternate Nailing Schedule -Drawing Applicability - Fin Frame Window Masterfile Descri tion . 1 FLEX0029 .Horizontal Sliding Window )COX -Fin - • 3 FLEX0026 Single Hun Window -Mn .4 FLEX0030 Fixed Window -Fin 4 FLEX0037 Designer Fixed Window — Fin Half -Circle and Eyebrow shown. Applicable to other corifi urations note 9 on-FLEX0037 i.x:i s'tAY. y i.Z3L DA B.-O.A.- . _ MA1� UFAC' UPXR NAME MASTER FTLE 2540 Jewett Lane, Sanford, FL 32771-16o0 • (407) 323-3300 • Fax (407) 322-3507 dd WdC,O:t0 i' 60 'day Z6t•sgz9 40r 'W XUj }uawZ ipd� 6u-pI the WOclj MorYd July 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,testi_rig 'and labeling of Exterior Windows and Glass Doors as follows. §1-707.4.2 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'"; "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 101/1.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 ,Fj6r d :. 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 1033) 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.l.' slope) or full radius -head (1" per 1' slo.pe), 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 b.e tested. If samples selected for testing represent th'e critical parameters of the range of window sizes covered by the proposed Evaluation Report. The sampfes 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 -OCIncu LGIIC, -�anIUrU, rL .31//1-1bUU • (4U7) 323-3300 • Fax (407) 322-3507 3 ANCHOR INSTALLATION CHART Nominal Door Size apd Configuration Door Size REQUIRED QUANTITIES OF ANCHORS HEAD (#8 WS) SILL (TAPPER) JAMBS (#8 WS) HOOK STRIP (#8 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 (D1) 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 (137) 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 1/8 x 80 14 14 14 7 7 9 132 8 8 15068 OXO 181 1/8 x 80 16 16 16 8 10 (132) 11 (133) 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 D2 10 10 15080 OXO 181 1/8 x 96 16 16 18 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 (132) 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 (D3) 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 D1 9 D2 10 10 15080 XXX 178 5/8 x 96 16 16 17 8 11 (D3) 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 143 518 x 80 14 14 14 7 7 8 131 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(DI) 10 10 12080 OXXO 143 518 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 1 10 (Dl) 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 S D 1 8 8 16068 XXXX 189 1/4 x 80 16 16 16 9 (D1) 10 (132) 12 (134) 8 8 10080 XXXX 117 1/4 x 96 12 12 12 6 6 7 (DI) 10 10 12080 XXXX 141 1/4 x 96 14 14 14 7 8 D1 9 D2 10 10 16080 XXXX 189 1/4 x 96 16 16 19 9 (D1) 12 (D4) 13 (D5) 10 10 100100 XXXX 117 1/4 x 120 12 12 1 12 6 6 7 D1 12 12 120100 XXXX 141 1/4 x 120 14 1 14 1 14 7 8 (DI) 10 D3 12 12 160100 XXXX 189 1/4 x 120 16 1 18 1 21 10 (132) 13 (D5) 15 (D7) 12 12 ANCHOR INSTALLATION CHART NOTES: 1) IN SOME CASES TAPPERS ARE REQ'D. IN BOTH FACTORY APPLIED INSTALLATION HOLES. "D1" THROUGH "(37" DESIGNATES IN WHICH SIZE & CONFIGUREATIONS TWO TAPPERS ARE REO'D. 2) "D1" MEANS, INSTALL TWO TAPPERS IN ONE SET OF INSTALLATION HOLES. 3) "D2" MEANS. INSTALL TWO TAPPERS IN TWO SETS OF INSTALLATION HOLES. 4) "133" MEANS, INSTALL TWO TAPPERS IN THREE SETS OF INSTALLATION HOLES. 5) "D4" MEANS, INSTALL TWO TAPPERS IN FOUR SETS OF INSTALLATION HOLES. 6) "135" 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 (cont.) 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 "0" 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 Cei.1a; :7_Tw 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 B18.6.1 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. TITEN (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 B18.6.1) OF SUFFICIENT LENGTH TO ACHIEVE I-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. EMB.) 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 E 1300 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, 2540"JEWE T LANE A B_CERTIFICATE OF AUTHORIZATION NO. 9235 SANFORD FLORIDA B TITLE: SLIDING GLASS DOOR 500, 1000 & 2000 C FRAME INSTALLATION WITH #8 SCREWS DRAWN BY: BB APPROVED BY: RJA DATE: 7/29/04 SCALE: NTS DWG #: FLEX0027 SHEET 2 QF 2 -W `c',�•el. �,`` ra� �:v 'r"z �•�. g _"��.�'�tr�+C INS TALLAT[ONu•ANCHCIR INSTALLATION ANCHOR'" 1 CAULK . BETWEEN 3i-t6'- .DIA. .TAFP_ER._... ug WOOD SCREE/.: _(TYP. WHERE W000 BUCK & (NOTE 17) TAPPERS ARE NOT MAS'Y. OPENING CONCRETE OR ONE BY WOOD REO'D. - NOTE 22) BY OTHERS MASONRY OPENING BUCK BY OTHERS BY OTHERS (NOTE II & 12) CAULK BETWEEN DOOR FLANGE SHIM DAS & WOOD BUCK SLIDING GLASS (SEE DOOR FRAME PERIMETER NOTES) I I/q• MIN. JAMB CAULK BY 1%4' MAX. OTHERS o EMBEDMENT SHIM SPACE STUCCO — BY OTHERS INSTALLATION ANCHOR It8 SCREW WOOD (TYP. — WHERE TAPPERS ARE NOT REWD. - NOTE 22) SECTION A -A CAULKING AT FASTENER HOLES REQUIRED (SEE NOTE 2). SLIDING GLASS DOOR FRAME SILL 1/4' MAX SHIM SPACE D I U 0 0 0 INSTALLAtION ANCHOR t18 u00D SCREW u/PLASTIC ANCHOR (TYP. WHERE TAPPERS ARE NOT REO,D. / SEC NOIC 22) LIBERALLY APPLY CAULKING UNDER SILL OR SET SILL IN BCD ' 'OF' CONCRE_rE- eSEE NOTE )• SHIM AS REOUIRED;(SEE::.NOTE 1) SLIDING GLASS DOOR FRAME HEAD TEMPERED GLASS (TYP.) DOOR HEIGHT CAULKIN REQUIRE (SEE NO 10 o TEMPERED GLASS (TYP.) PERIMETER CAULK BY OTHERS S.G.D. WIDTH SECTION B-B ..-.. ....-.,.--..,..a>-.i-...34' =-ter-T•k. •,�ti X":SHIM',SPACE s. .,.:r,• . _ . MIN.. :. x42X8 �OOD—,2DMENT...:.....Y OTHERS<NOTE6)EMBEB _.. -... o ONE BY WOOD BUCK BY OTHERS (NOTE Il & 12) INSTALLATION ANCHOR a8 WOOD SCREW (TYP.) (NOTE 23) CAULK BETWEEN (ANCHORS: SHOVN IN SAME PLANE FOR CLARITY ONLY. Q WOOD BUCK & HOOK STRIP ANCHOR HOLES MAS'Y• OPENING SPACED 2' APART ON BY OTHERS D?POSITE •.FLAr,GES.) SHIM AS REO'D. (SEE NOTES) SLIDING GLASS DOOR HOOK STRIP 4 INSTALLATION ANCHOR 3/16" D[A. TAPPER (NOTE 17) /❑ CONCRCTC OR MASONRY OPENING N Y AR BY OTHERS CAULK BE l WLCN HOOK STRIP & a WOOD BUCK 1 1/8• MIN. EMBEDMENT (TYP.) 4 4 a a 3/4- MAX. a �CAULK BETWEEN / DOOR FLANGE & WOOD BUCK TEMPERED GLASS (TYP.)- STUCCO a CONCRETE OR HOOK aK BY OTHERS MASONRY OPENING BY OTHERS STRIP DETAIL SLIDING GLASS DOOR �— INTERLOCK STUCCO BY OTHERS Disclaimer: the purpose of this instonotion drawing is to present the moe (jest n p( recommendot lions for 'I t achieve the design pressure specified on the ' t, EXTERIOR ELEVATION 2 PANEL DOOR SHOWN (SEE NOTES 8, 9 & 10) anchorage (i.e.. concrete screws. wood screws and no sl o fenestration product as required 6y Florida Building Code. Section 1707.4.4. Anchorage Methods. Ac Recommendations regarding flashing. seating. sealants or other joint sealant practices does not constitute a worronty 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 I/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 S(LICONIZED 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 SIUCONIZED 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. T NSFER THE LAD TO 6) TWO BY WOOD BUCK OTHER FRAMING AL SUBSTRATE PERBCESECURELY FASTENED SECTION1707.4.4 2AND THE ENGINEER OORECORD'Sf 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.: > fSE&ET fF R CONTINUATION'OF NOTESI f I.N .. 4407\'l.. I N C M NT a RE DESCRIPTION DATE IN[ i I T . E 2 '40 �EWEl"I' LAN`, EMBED E FLO - _ _ il�n- 1-1/4' MIN. No R(.s(o.wres 1. 2.3.6. Ir. �� 12/18/03 S R ,l [� ). �6. 12. IS h 3� �DOCO ' ` A CCartrtCATE r ' THOR'z �:N .NO: �9235 .F SXN FO' `I� �_ I' ITV D Z n 0/0A R(�sCO RCr^rE0 INSTALLATION ANCHOR o� Z R(rtat..C(SNO/OR aLusrRAII0-S IDING GLASS DOOR 50�, I000 & 2�0� R(.an•0ER(o ..arts 6 ro 10 .,r.o TITLE: R(�s(o Rtr[ACKCS ro n•Es( MASONRY INSTALLATION WITH NON-S I I:U(. I lll.ril.. DIA. TAPPER Q 3/I6" (� ..oPtz cQCMS(DDOOR r.rM(Rs roR 90., BUCK AND TAPPERS (NOTC 17) s-P•+ti 000Rs — -- --- a % ---- APPROVI_;1) 13Y: �� ail W C ADDED DISCLAIMER. 7/29/04 R J(\ DRAWN 13Y: �Q CONCRETE OR & g MASONRY OPENING DATE:)`/29/�O�4[SCALE:IITS DWG y:I LEX0021 SII(_l. I I ICI (' BY OTHERS A urunD IucTet I ATION CHART IMPORTANT INFORMATION & GENERAL'NOTES '(cont.) REQUIRED QUANTITIES OF ANCHORS HEAD 8 SILL (TAPPER) EACH JAMB (TAPPER) HOOK STRIP ($t8 WS) Nominal Door Size poor Size TO 46 PSF 61 PSF TO 61 PSF TO TO 70 PSF and Conrguration TO TO 60 PSF 70 PSF 45 PSF 60 PSF 70 PSF 8 3 3 4 4 4068 XX, OX. XO 48 x 80p4 4 3 8 5068 XX, OX. XO 60x80 3 4 q 4 8 4 6068 XX, 0X,) 72 x 80 4 5 5 4 8 96x80 6068 XX, OX. XO 6 7 (D 1) 4 4 8 10068 XX OX XO 120 x 80 5 3 55080XX.OX t0 60 x 96 3 XO 55. 10 6080 XX OX, XO72 x 96 d 4 5 5 5 10 96 x 96 5. 5 8080 XX, OX. XO 6 6 7 (D 1) 5 5 10 10080 XX OX XO 120 x 96 6 6 12 50100 XX• 0X, XO 60 x 120 3. 3 3 6 g 12 4 60100 XX, OX XO 72 x 120 a 4 6 7 (01) 6 12 F10100 XX OX XO 96 x 120 5 5 4 4 8 6 9068 OXO 109 1/8 x 80 6 6 q a 8 12068 OXO 145 1/8 x 80 7 7 9 D2 4 a 8 15068 OXO 181 1/8 x 80 8 10 (D2) 11 (03) 5 10 5 9080OX0 109 1/8 x 96 6 6 6 5 5 10 12080 OXO 145 1/8 x 96 7 8 D1 9 D2 5 10 15080 OXO 181 1/8 x 96 8 11 13 6 6 7 01 12 901000XO 109 1/8 x 120 6 6 t 9 (D2) 10 (03) 6 7 (D1) 145 1/8 x 120 1201000XO 4 4 8' 9068 XXX 106 5/8 x 80 6 6 6 a 4 8 142 5/8 x 80 7 7 B 01 12068 XXX q 4 8 10 (D2) 11 (03) 8 8 15068 XXX 178 5/8 x 80 5 5 10 9080 XXX 106 5/8 x 96 6 6 6 5 5 10 142 5!8 x 96 7 8 D1 9 D2 12080 XXX 5 5 10 15080 XXX 178 518 x 96 8 11 (D3) 13 7 6 12 90100 XXX 106 5/8 x 120 6 6 6 7 9 (D2) 10 (03) 6 7 12 142 518 x 120 120100 XXX q 4 8 8 10068 OXXO 119 5/8 x 80 6 6 7 (DI) 4 8 12068 OXXO 143 518 x 80 7 7 8 (DI) a 4 4 8 191 5/8 x 80 9 10 (D1) 12 (D3) 16068 OXXO 5 10 10080 OXXO 119 518 x 96 6 6 7 01 5 5 10 12O80 OXXO 143 518 x 96 7 8 D 1 9 02 5 5 5 10 16080 OXXO 191 5/8 x 96 9 12 (D3) 14 (05) 6 7 12 100100 OXXO 119 5/8 x 120 6 6 7 01 6 7 01 12 120100 OXXO 143 5/8 x 120 7 9 D2 10 D3) 16 (D7) 6 7 (01) 12 . 160100 OXXO 191 5/8 x 120 10 (DI) 13 (04) 4 8 10068 )(XXX 117 1/4 x 80 6 6 6 4 d 8 12068 XXXX 141 114 x 80 7 7 8 (DI) 4 4 4 8 18 XXXX 189 114 x 80 9 (01) 10 (D2) 12 (D4)_ �5 10 10080 XXXX 117 114 x 96 6 6 7 (DI) 5 5 10 12080 XXXX 141 1/4 x 96 7 8 01 9 D5 5 5 10 3 (D5) 16080 XXXX 189 1/4 x 96 9 (D1) 12 (D4) [221 6 7 D1 12 100100XX)(X lit 1/4x 120 6 6 7 Di 6 D1 12 120100)(XXX 141 1/4 x 120 7 860Dt 10 D3 1 189 114 120 10 (D2) 13 (OS) 15 (D7) 6 7 (01) 12 1100 XXXX x ANCHOR INSTALLATION CHART NOTES: ARE REO.0. IN BOTH FACTORY APPLIED INSTALLATION HOLES. 1) IN SOME CASES TAPPERS -07' WHICH SIZE 8 CONFIGUREATIONS TWO TAPPERS ARE -01- THROUGH DESIGNATES IN REO'D. -D1- INSTALL TWO TAPPERS IN ONE SET OF INSTALLATION HOLES. 2) MEANS. -D2- TWO TAPPERS IN TWO SETS OF INSTALLATION HOLES- 3) MEANS. INSTALL -D3- INSTALL TWO TAPPERS IN THREE SETS OF INSTALLATION HOLES. 4) MEANS. INSTALL TWO TAPPERS IN FOUR SETS OF INSTALLATION HOLES. 5)-0 ' 4- MEANS. -D- INSTALL TWO TAPPERS IN FIVE SETS OF INSTALLATION HOLES. 6) MEANS. -06- INSTALL TWO TAPPERS IN SIX SETS OF INSTALLATION HOLES. 7) MEANS. -D7- INSTALL TWO TAPPERS IN SEVEN SETS OF INSTALLATION HOLES. 8) MEANS, 9) LOCATION OF ADDITIONAL TAPPERS IN HEAD 8 SILL SHOULD BE PRIORITIZED AS FOLLOWS: A: FIRST ADJACENT TO INTERLOCK OR BUTT STILES IN HEAD 8 SILL. AT EACH END OF HEAD 8 SILL NEAR JAMB CORNER, IF NEEDED. B: SECONDLY. C' LOCATIONS IN HEAD 8 SILL OTHER THAN AS LISTED IN A 8 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 IIC-AO 8 SILL CORNERS. C: LOCATIONS IN JAMBS OTHER THAN AS LISTED IN A 9 B. GENERAL INSTALLATION INSTRUCTIONS (conL) - 9) NOT ALL CONFIGURATIONS LISTED ON THE ANCHOR CHART ARE SHOWN ON THIS DRAWING, HOWEVER INSTALLATION SECTIONS -A-A-, -6-0- R HCX)K ',I {Ili' I IF: I ,,Ij :1^1'L'i 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: 1 1) 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- DIA(<-TER AN[) 1 3/8" LENGTH (5/8" EMBEDMENT), A HARDENED 'MASONRY NAIL- WITH A 0.148" DIAMETER AND I Ih- 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 GRE=lrl;i; I! 1AN I" I.OMIMAL (3/4- THICK) AND LESS THAN 2- NOMINAL (I 1/2- THICK) WILL REQUIRE NAIL LENGTH SUFFICIENT TO MEET EMBEDMENT REQUIREMENTS OF NOTE 1 I. 13) ALL INSTALLATION ANCHORS MUST BE MADE OF CORROSION RESISTANT MATERIALS OR HAVE A CORROSION RESISTANT COATING APPLIED SUITABLE FOR I! it: rrvlRONr•tENT AND/OR FRAMING MATERIAL WHERE ANCHORS ARE USED IN PRESSURE -PRESERVATIVE TREATED WOOD, THE WOOD SUPPLIER SHALL BE CONSULTED TO[, QF(_0t-I, ti:PJDArION O� ANCHORS COMPATIBLE WITH THE PRESSURE -PRESERVATIVE TREATMENT PROCESS USED. 14) ALL FIELD SUPPLIED HOLES IN THE FRAME (IF REQUIRED) WILL BE 3/16- IN DIAMETER. IS) WOOD SCREWS SHALL MEET ANSI 818.6.1 DIMENSIONAL REQUIREMENTS. 16) IF WOOD TENDS TO SPLIT, PRE -BORE HOLES AS FOLLOWS: 98 WOOD SCREW . 1/8- DIA. PILOT HOLE (NATIONAL DESIGN SPECIFICATION FOR W0OI) (t.lr:.l 1;(n . rlc)N). 3/16- DIA. TAPPER CONCRETE SCREW (SILL AND NON-STRUCTURAL ONE BY WOOD BUCK ON HEAD AND IAMBS)- 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 Pi;A$ON Y OR 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 bE SUBSTITUTE:U wIT11 I"II' FOLLOWING LIMITATIONS FOR THE 120- HEIGHT SLIDING GLASS DOORS: a) INSTALL ONE ADDITIONAL FASTENER IN EACH JAMB OVER CHART REQUIREMENTS. 22) ALL REMAINING FACTORY APPLIED INSTALLATION FASTENER HOLES IN THE HEAD AND JAMB NOT USED FOR TAPPER CONCRETE SCREW INSTALLATION St TALI BE .rICr+O[tE0 WITH 08 WOOD SCREWS OF SUFFICIENT LTH. TO PROVIDE MIN. 5/8 IN. EMBEDMENT INTO WOOD BUCK. ALL REMAINING FACTORY APPLIED INSTALLATION F:\Sr[:PIER tiOLES IN THE SILL NOT USED FOR TAPPER CONCRETE SCREW INSTALLATION SHALL BE ANCHORED WITH 'BANTAM PLUG- OR -FLUTED' PLASTIC ANCHORS MANUFACrURF:D B,,110t A:PS },XSTENING, INC. (OR EQUIVALENT) AND 118 WOOD SCREWS OF SUFFICIENT LTH. TO PROVIDE MIN. 7/8 IN. EMBEDMENT INTO THE CONCRETE OR MASONRY, 118 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 118 WOOD SCREWS (ANSI B I8.6.1) (IF S!.Ir i IGErIT 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 SC EV REQUIREMENTS IN HOOK STRIP. 2S) WOOD SCREWS SHALL NOT BE USED TO FASTEN HOOK STRIP INTO THE END GRAIN OF W000_ . 26) WOOD SCREW WITHDRAWAL VALUES USED TO GENERATE FASTENING REQUIREMENTS FOR THE POCKET DOOR HOOK STRIP ONLY ARE BASED ON A SPECIFIC: G►tnVl TY OF 0.55 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:X I 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 S[ZES SHOWN IN THE CHART. DESIGN F'[tESSURES (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. I FOR ANCHORING REQUIREMENTS, 1707.4.1.2 FOR MASONRY, CONCRETE OR OTHER STRUKTURAL St I[+`.: I I A I f:S AND 1707.4.4.3 FOR WOOD OR APPROVED FRAMING MEMBERS. MARCH 1, 2002. ""-'FLORIDA LORIDA L,XTL� U D --IRS 1 2514`UNJiI'WI:N ('l LANC - A B CCRTIFICATC OF AUTHORIZATION NO. 9235 SA N FO R I_), F_ I.0 R I DA TITLE: SLIDING GLASS DOOR 500, 1000 & C'O�() C MASONRY INSTALL AT IIIN W I TI-I f111 IN I I"t i( I [ II.'/11 - -- _ BUCK AND TAPPERS DRAWN By.. BB APPROVED HY DATE:7/29/04 SCALE:NTS I DWG trL[XOM SI-10' I (' ONE BY WOOD BUCK BY OTHERS (NOTE 6 & 7) CAULK BETWEEN WINDOW FLANGE - & WOOD BUCK v STUCCO_ BY OTHERS PERIMETER CAULK BY OTHERS RIGID VINYL GLAZING BEAD j (TYP.) W.H. i (WINDOW HEIGHT) CONCRETE OR MASONRY OPENING BY OTHERS a D a CAULK BETWEEN WINDOW FLANGE & PRECAST SILL / VULKEM 116 ADHESIVE CAULK, OR APRV'D. EOL. PERIMETER CAULK _\ BY OTHERS a CAULK BETWEEN WOOD BUCK & MAS'Y. OPENING BY .OTHERS 1-1/4' MIN. EMBEDMENT Disclaimer: -The purpose of this installation drawing is to present the rnanufackmers recornimr-sclotions far IMPORTANT INFORMATION & GENERAL NOTES anchorage (i.e.. concrete screws, wood screws, nols and Vutkem structural cohesive) to achieve the design pressure specified on the fenestration product as required by Florida Building Code. section 1707.4.4. These notes are provided to ensure proper installation of Florida Extruders Milestone Anchorage Methods. Recommendotions regarding flashing. seating. sealants or other joint sealant practices products and must be followed fully. Edoes-nol. constitule•o worrcnty eitherexpressed-orimpLed. B.W. 1-1/4' MIN. (BUCK WIDTH) EMBEDMENT GENERAL INSTALLATION INSTRUCTIONS ONE BY WOOD INSTALLATION ANCHOR BUCK BY OTHERS 3/16' DIA. TAPPER 1) SHIM AS REQ'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. (NOTE 6 & 7) (NOTE 12) o ALLOWABLE SHIM STACK TO BE 1/4". 2 USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW F INSTALLATION ANCHOR SHIM AS RER'D. ) LANGE AT HEAD & JAMBS. LE Anchor 3/16' DIA. TAPPER (NOTE 12) I/4' MAX. Location SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM 116 ADHESIVE CAULK OR SHIM AS REO'D. 1/4' MAX. (SEE NOTES) FLANGE TYPE WINDOW FRAME HEADER GLASS (TYP.) (SEE NOTES) B.H. (BUCK HEIGHT) FLANGE TYPE WINDOW FRAME SILL PRECAST SILL —v v BY OTHERS SECTION A -A W.W. 1- MIN. A VIEWED FROM A B C EXTERIOR D E J B K B W.H. F G H - I A _] ELEVATION RIGID VINYL (SEE NOTES) Above APPROVED EQUAL. APPLICATION OF VULKEM 116 ADHESIVE CAULK OR APPROVED GLAZING BEAD Meeting (TYP.) Rod. EQUAL AT FRAME SILL MUST COMPLY WITH SEALANT MANUFACTURER'S RECOMMENDATIONS. 3) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FLANGE AND TO SEAL HEADS OF INSTALLATION FASTENERS. 4) FLORIDA EXTRUDERS 1000 SERIES SINGLE HUNG IS SHOWN. THIS PRINT ALSO 7Ach., APPLIES TO THE FLORIDA EXTRUDERS 1500 AND 2000 SERIES SINGLE HUNGS. 5) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. Location l Belo.. ANCHOR INSTALLATION INSTRUCTIONS Meeting Roil. AEGENERAL: 0 GLASS (TYP.)(SEE NOTES) FLANGE TYPE WINDOW FRAME JAMB CAULK BETWEEN WINDOW FLANGE CONCRETE OR MASONRY OPENING BY OTHERS v & WOOD BUCK PERIMETER CAULK W W BY OTHERS (WINDOW WIDTH) I STUCCO BY OTHERS CAULK BETWEEN] WOOD BUCK & SECTION B—B MAS'Y. OPENING v BY OTHERS CONCRETE OR MASONRY OPENING BY OTHERS X4, 2X6, 2X8 WOOD BUCK Y OTHERS (SEE NOTE 16 & 23) NE BY WOOD BUCK BY OTHERS 7PTIONAL) (NOTE 6, 7 and 16A) TALLATION ANCHOR WOOD SCREW (NOTE 16 and 16A) SECTION A —A (ALTERNATE For installation with two by with or w/o one by wood bucks. b) HAIL. A I I ALt'IIvICIV I Ur IVUIV-J I KUL, I UKAL UIVC t3 T 01-It-N 1J 9 MUM t:Ak rl L.UI<IVtK AND 8" ON CENTER. USE A HARDENED "T-NAIL" WITH A 0.097" DIAMETER AND 1 3/8" LENGTH (5/8" EMBEDMENT), A HARDENED "MASONRY NAIL" WITH A 0.148" DIAMETER AND 1 1/2" LENGTH (3/4" EMBEDMENT) OR EQUIVALENT. FOR ALTERNATE SECTION A-A/B-B, USE A 0.113" DIAMETER COMMON WIRE NAIL WITH A 3/4" EMBEDMENT OR EQUIVALENT FOR NAILING NON-STRUCTURAL ONE BY BUCK INTO A TWO BY STRUCTURAL BUCK. 7) APPLIES TO ALL NON-STRUCTURAL BUCKS LESS THAN 1 1/2" THICKNESS. NOT 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 NAIL 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 E DESCRIPTION DATE IN FLOR46A EXTRUDERS 12540 JEW TTLLANE �. REVISED ANCHOR LOC37. ATION 4/23/04 RJA CERTIFICATE Or AUTHORIZATION NO. 9235 SANFORD, FLORIDA CHANGE IN OUANTITY- 6 �p04 TITL . INSTALLATION DE TA IL CLARIFIED LOCATION OF 1 E ADDED DISCLAIMER AND 7/29/04 f2 JA SGL. HUNG FLANGE WINDOWS - SERIES 1000, 1500 & 2000 —�•— JAMB ANCHORS. DRAWN BY: B B APPROVED BY:R JA M®' DATE.-7/29/04 SCALE: NTS DWC.: FLEX0016, SHT I ___/ TAPPER LOCATION CHART CALL BUCK LOCATIONS IN HEAD LOCATIONS IN JAMB 30Psr TO 4OPsr 41 PSF TO 70PSF 30Psr TO 40Psr 4 1 Psr TO 70Psr SIZE SIZE 12 18 1/8 x 25 B B F.G F.G F.G F.G 13 18 1/8 x 37 3/8 B B B B F.G F.G 14 18 1/8 X 49 5/8 B B F,G F.G 145 18 1/8 X 55 1/4 B B F.G F,G 15 18 1/8 X 62 B B F.G F,G,H,1 16 17 18 1/8 X 71 18 1/8 x 83 B B F.G F.G,J•K 1 H2 25 1/2 x 25 B B F.G F,G F.G F.G 1 H3 25 112 x 37 3/8 B 6 B 6 F.G F,G•H.I 1 H4 1 H45 25 112 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 1H6 25 1/2 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 3/6 B B B 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 6 B F.G F.G,H,I 30 1/2 X 63 29 1/2 X 62 B B B F.G.H.1 F.G,H.1 30 1/2 x 72 29 112 X 71 B B F,G,J,K F,G,J.K 30 112 X 84 29 1/2 X 83 36 x 25 B B F,G F,G 22 23 36 x 37 3/8 B B F.G F.G 24 36 x 49 5/8 B B F,G F,G.H,I 245 36 x 55 1/4 B B F,G F,G.H,I 25 36 x 62 B B F,G,H,I F.G,H,I 26 36 x 71 B B F,G.H,I D,E,F,G.H,1 27 36 x 83 B B FGJK F,G,H,I,J.K 42 x 26 41 x 25--13 B F,G F,G 42 x 38 3/8 41 x 37 3/8 B 6 F G F G F,G,H,I F,G.H,I 42 x 50 5/8 42 x 56 1/4 41 x 49 5/8 41 x 55 1/4 B B B B F,G,H,I F.G,H.I 42 x 63 41 x 62 B B 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,I 42 x 84 41 x 83 B B FGJK F,G,H,I,J.K 48 x 26 47 x 25 B A.0 F,G F,G 48 x 38 3/8 47 x 37 3/8 B A,C F.G F.G F,G,H,I F,G,H.I 48 x 50 5/8 47 x 49 5/8 B B A.0 A.0 F.G.H•1 F.G,H,1 48 x 56 1/4 48 63 47 x 55 1/4 47 x 62 B A.0 F,G,H.1 D,E,F,G.H,1 x 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.0 F,G.J•K D.E•F•G•H•I•J•K 32 52 1/8 x 25 B A.0 F,G 33 52 1/8 X 37 3/8 B A.0 F,G F,G,H,1 34 52 1/8 X 49 5/8 B A.0 F,G,H,I F,G,H,1 345 52 1/8 X 55 1/4 B A.0 F,G•H•1 D.E.F,G.H,1 35 52 1/8 X 62 B A.0 F.G,H•1 D.E•F,G.H,I 36 52 1/8 x 71 B A.0 F,G•H,1 D.E.F.G.H,1 . 37 1 52 1/8 X 83 .B 1A.0 F.G.J.K I D,E,F,G,H,I,J.K • 37 SIZE NO I AVAILABLE IN 1 UUU UK I DUU Z)tKlt�,. IMPORTANT INFORMATION & GENERAL NOTES (cont.) ANCHOR INSTALLATION INSTRUCTIONS (cont.) 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 EXTERIOR (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 19) IF EXACT WINDOW SIZE IS NOT USTED IN TAPPER ANCHOR CHART FOR NON-STRUCTURAL BUCK INSTALLATION, USE ANCHOR QUANTITY LISTED FOR NEXT LARGER SIZE, FOR THE APPROPRIATE DESIGN PRESSURE REQ'D. 20) INSTALLATIONS DEPICTED IN THESE INSTRUCTIONS ACCEPTABLE FOR DESIGN PRESSURES TO 70 PSF FOR THE WINDOW SIZES SHOWN 1N 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 RECORD'S DETAILS. ]EVFLORIDA EXTRUDERS 12540 JEWETT LINC ANE CERTIFICATE OF AUTHORIZATION NO. 9235 SA N FO R D . FLORIDA D TITLE: INSTALLATION DETAIL E SGL. HUNG FLANGE WINDOWS - SERIES 1000 1500 & 2000 DRAWN BY: R JA APPROVED BY: R JA DATE: 7/29/O4 SCALE: NTS DWG.:FLEXO016, SHT 2 OF 2 a SHEATHING BY OTHERS STUCCO --) 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 n a o O 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 D. INSTALLATION ANCHOR #8 WOOD SCREW (NOTE 21) TWO BY WOOD BY OTHERS / (NOTE 6) V -- DOOR WIDTH SLIDING GLASS DOOR FRAME JAMB 1/4' MAX. SHIM SPACE 1-1/8" MIN.J EMBEDMENT SLIDING GLAS DOOR FRAME HEAD TEMPERED GLASS (TYP.) DOOR HEIGHT CAULKING REQUIRED (SEE NOTE 2). EMBEDMENT a n 1-1/4' MIN. � D TEMPERED GLASS (TYP.) PERIMETER CAULK BY OTHERS SECTION 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 A —' 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 1 I/8' MIN. E BEDMENT (TYP.) 1 3/4' MAX. SHEATHING BY OTHERS \_ SLIDING GLASS DOOR INTERLOCK HOOK 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 INSTAWNG 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. 5) 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. N [SEE SHEET 2 FOR CONTINUATION OF NOTES] LINSTALLATION ANCHOR 3/16' DIA. TAPPER W a REV DESCRIPTION DATE INI INTERNATIONAL, INC. FLORIDA EXTRUDERS (NOTE 15) Ln oo / z54o JEWETT LANE CERTIFICATE OF AUTHORIZATION NO. 9235 SANFORD FLORIDA B REVrSEDHDTES,.7.3.6.,,.20. 75 A JD AND ADDED •Hp/DR 12/18/03 RJA CONCRETE OR D_ ,,, O N Q W REVrSEO RELATED RErEREHCES AND/OR ILLUSTRATK*S. ADDED NOTE RELATED t�DSTTO TITLE: SLIDING GLASS DOOR 500, 1000 & 2000 MASONRY OPENING B Y OTHERS . � 1 6 1 �J DEC 4 R20 ENUU 10S. REHwBERED ROTES 8 ro �o tr �� r°s'ANoics.H°`�nSvisEDYRE"`EST° THESE RDDORS. IAPP(Rs roR FRAME INSTALLATION WITH 48 SCREWS ir W -PME vo■. )-v.HEI DooRS. DRAWN BY. BB APPROVED BY: RJA MM SECTION A -A UJ a C ADDED DISCWMER. 7/29/04 RJA ATE: 7/29/04 SCALE: NTS DWG #: FLEX0027 SHT I OF 2 S MIAMI-OAOE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA Therma-Tru Corporation 108 Mutzfeld Road Butler, IN 46721 MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-290S 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 AHJ (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 requirement's 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 WE Glazed Insulated Steel Door w/Sidclites APPROVAL DOCUMENT: Drawing No. B0204, titled " 6/0 z 6/8 Steel Inswing Moderate Climate Patio", sheets I 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 I 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) URE HEAD ksSEHELY 0' U 2 EF 4) 10 I/2' 25 28 i 29 I/4' A i � ; I' 21 1/B' VAX I VAX I 6' 12' GL PAX 4A I I 1 82 1/32, XAX I C IKYISCB PER BUD 6-2-99 29 u Ill 12 V2' ZrA IB 2 SEESRM 61m RASE U 2 SEs1RLi1 SSP1)C RASE 4' 11. RWA 1A1 6ikN ffUAR to ffRlD 1 16 J Q LIP AV71 lQ1100 AA S 8 QII Y/1 I11 /4' IS 2 u Ms Rwil1 i133OED SLITE KLI V/ 1/i BOV 11 I 1VDYI YA ms vi nI uI rv= IW Sms Lax012 1 fDU PAKL IMZU AWTU II I S 13A6' I 1 T/7 MYM SU 11 1 DA DJUClR KIM ED MU 9 1190 IIU'WISV WA MEZZO YUIIUiSIi;IP 8 1 Y139116'MKLLB I 3 I -9A6' 1 1-1/I' 1 3/1' al AMBS I UP 1 I' RARE a nx TRUZMA-IPU WA MAC TO 6 1 PUMIRT OA fLLED R{RlMIIC) VIIN 16 1 1 S/8' ITK IJ M"PK.UIPS SIISVS Al 12 314, OC AL06 PCFDQIER S 2 P (NUXL DMAU US IHI , CMIS1 IF h'8' Ir kU vil AIR VKL l 1 1 no FAILS 3 1 1 IN S I HAV PDC S18.1S 2 ks slog Pima w rum cm. 22 PO' MIT MW PIR60i/PID3BU1 I I stm, m3 m3Lo, N Gk aterili3, U TEU S11EKIN f)-lu kit EIIMAV IX 0DI 11011 IF 911I. ARIL on DESCAIPTIIH BILL Of AATTRIAL THERMAOTRU' CORPORATION 6/0 X 6/B STEEL IHSVR6 MODCRAIC CLIMIE PATIO 7Y.Yil 1► M tGV9G Id [M YGl Rf. 0-98 101T 8021 C f AMOVU AS cokiptTINO rnnl Nf DESIGN PRESSR RATING spurn ta8161 puuoue wa [�I PRODUCT pCNCWCD DA ct u ovaplSLp •0► IN, Redd, IPP OSITIVE 1 486] psf peldi.pCod, pr. A�'«puu, Ne 2b S.lib pppDu I c MIAOI. DIVISION WIVE 64.0 psf E t.or1ro7 i:IO. CnOf COMPLIANCr Olflcl • M4e do Product Coury Dh o — ]6 5/R' IUl P[R SID[ SPAC(0 22' O.0 r .o \1 I i 1'1� 1/1' KIN y X ,B[.Oli[NI 23 k r k MULLION HEAD ASSEMBLY SECTION A -A U CORNER ASSEMBLY DcscE RCVISCD PER KID . 6-7-99 1 1 •. 0.0 ! O 1/8' 1[lRREO CLASS 0 . O IiliiXY:SS 01. o O • O ° ` O o 21 o O 20 THERMAOTRU' CORPORATION 25 16 1 1-5/8, I1PE AB PHP 6/0 X 6/8 S1CCL INSVING NODERAIC CLIKAIC PATIO Al 12-7/1' OL SPACING mw p tort, U,. WAYK'o ,a, Rf. 8-10 8 NONE 1i0201 C OF 1 GLAZING DETAIL ' I/8, CPIION SHOW APPROVED AS caDtnna WaN INI PRODUCTRENEWED SWIM RORIGA BUILDING cm e .1d .i PICd'wlu Lt.� ilorl4., DATE c—, (y Iv i , BE. Haa D'" "ID7 _04,041ROL MUM .. P'od.gOo. D6 .Gi v I:4 001 MAPLuaeE mneE L 1 --, .o. 1 cc: -c-94.Q�2 I I/S' YIH (MB(BOf F- I S 9/16' COG lE u 0 'o E%i[RI(R INTERIOR 79-9/32' 00 .o• i lit 19 SECTION C-C 8' SECTION B-B I C I"SED PER TIM 1 6-1-99 1 26 14 20 CORNER ASSEMBLY `0 � 25 MULLION SILL ASSEMBLY THERMAOTRU' CORPORATION ' 6/0 X 6/8 STEEL IHSVING NOOERAIE CLIMATE PATIO AmO u AS ComKrN0 M 1 MI PRODU(TRENEWCO Sollill ISORIDA BUILDING DUDE ' plSL1.11b1wbrj. DI �;Ilom .r 14�. RP 7U:iG::: CUM 011.C1 M� P�odecl oe1 GC�OL%:UC( IMMAKI, NO. /�_Q3 //• Oz. D,,lt I REV I [CSCRIPTIUM I DAIL ,.,I C IREVISED PER BCCD 6:1-99 NOT I. DESIGN PRESSURE F(R All DU SITLES SHM HERE IN CONfICURATIONS SIAGLC-SYM OR AS-ICSICO 'OX', ®�® ® [Vdk IHAI. ACHIEVED IN TESI, FOR ALL OPEHIAUS 1CSf i11C(6/0 VIDE X 6/811100 18b7 PSF ®® S goo ®®® 2. FOR SINGLE IN SVINGD@Rf . YAX PANEL SITE IS 31-0' VIDE X 6'-B' HIGH 1 FOR OX CONFIGURATION, NAX. OVERALL UNIT ® � ® (� ® � SIlC IS 7I-3/16' VIDE X 82-I/32' HIGH ` I� 000 ®®® 0�1 909 029 ®DoOu n/. ®® goo goo goo goo goy n g go ®® go THERMAOTRU' CORPORATION / I� 6/0 X 6/B SICCL INSVING NUOCRAIC CLIMATE PA110 w�. n• rrN auwc ID u Rr. 8 10 B NUNE 0201 MC7 6 1 APPROY[D AS COAO\nflO WMI nit SOUIN ROt10A BUUIIIG CDDC PROD UCT R£NEWCD OAfr OJfw�✓ f1 It — u wnp4'Iq whA tE� Flo lid. 9f _LID NOTE: eylal,A cwf AR�pIUR Ne O'2 -0 .OS.Ub ta01cIC NfAOI D:Y$-ON GRILLS AND F'UINIINS SHOVN ARE FALSE ` uo7 IC A.fq coot CD.e.N arcl,t Olnct BP rrn I+uc: Nn. j - 23 /I�QZ AND FOR 0[CORAIIV[ PLRPOSES KY ol° D.e, P,oducl C. I M I A M.hDA_ BUILDING CODE COMPLIANCE OFFICE.(SCCO) PRODUCT CONTROL DIVISiON NOTICE OF A.CC:EPTAICE (NOA) Therrna-Tru Corporiition 108 NIuWeld Road Butler,. IN 4672.1..X SCOPE: ?IIXNIt:-DAD.ECOUNTY, FLORIDA NtE7R'.0-D.NDE_FLA6LER DUtLDthG 140 %tI.ST Yl: %,GLER STREET, SUITE 1603 NHAXII. FLORIDA 331304563 (t(b) 375.1901 FAN (305) 3.75-2905 This:NOrt isbcing.issued under the:applicab.le rules an&regulatiuns.gowcrning thcruse of construction materials. The dui um ntation `sul rnittcd.,.has b. cnrcviewr:-t! by.Miani" Dade ,Coi,nty Product Controt Division arid. accepted bythe Board of ltulcs..and Appcats (B.ORA) to be used in Miami Dade Country -and other areas where allowed by the Authority Having Jurisdict on,(AHJ.). This NOA shall not be valid after the expiration datestated below. The Miami -;Dade County Product Control Division (in Miami Dade County) and(or the; AEI.J (,in areas: other than Miartii Dade County) reserve. the right to have this product -or material tested. for quality assurance purposes. If. this product or material fails to pertorm in the accepted manner, the manufacturer will incur the ex,pcnsc of such tcsitng and the AW may immediately revoke, modify; or suspend, the use. of such product or material within their jurisdiction. B.OR-A reserves the right to revoke this acceptance, if it is dctcrmincd by Miami -Dade County Product Control Division that this product or material !'ails 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 Flurricane . Zone of the Florida Buildtri.g Co4c. DESC.RIPT10, : -Fiber-Classic:"/"Smooth Star".6'8" Inswing Opaque Insulated Fiberglass. Door w/Sidelites APPROVAL D.O.C.UyIENT:.Drawing No. S-il51, datcd.0181102., with revision I dated 0,1/3'1102, titled "Fiber.. Classic'T'Smooch Star." up to 1.05" x 6-8 w & wlo t4".SL, inswing: shi�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 Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None I.ABELING:.Each unit shall bear a permanent label with the manufacturer's name or logo, city. state and following statement:. "Miami=Dadc County Product Control Approved%: unless otherwise noted herein. RENENVAL of this NOA.shall be considered after a rcnewal.application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TER.W iNATION 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:.o[NOA. ADVERTiSE`IE,srn The NOA number preceded by the words. Miami-Dadc 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 BuildinS.Officiai. This NOA consists of this page 1 as well as approval document mentioncd.above. The submitted documentation was reviewed by LNIznuel Perez, P.E. NOA No 0.1-1127.02 Expir2tton Date: June 6, 2007 Approval Date: June 6, 2002 Page 1 THERMA oTRU® 'USER CtASSIC'CSWOOTH STAR' INSWTNO " SINGLE AND DOUBLE WIA W,OUT SIDELrrE4 INSULATED FIBERGLASS DOOR WITH MXO FRAMES � ,SPHERAL NOTES 1. THIS PRODUCT 15 DESIGNED TO COMPLY WITH FLORICA BUILDING CODE. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PRCPEALY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS USTEO AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MA;ERI SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. DESICNED PRESSURE RATING SEE TABLE PAGE 1. 5. THIS PRODUCT OOFS NOT MEET THE WATER REOUIREMENTS FOR 'HIGH VELOCITY HURRICANE ZONES'. S. WHEN THIS PRODUCT 15 USED IN AREA REQUIRING WINOBO DEBRIS PROTEC7iCN F•_OR1CA BUILDING CODE APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED. 7. SIOEUrES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE CONFIGURATION. (Common to all frcme conditions) Door d: Sidelltt Lea( Ccnstn ction: Face sheets: Fiberglass ovg. min. yield strength Fy(min.)-6,000 psi SmoothStor - 0.070' minimum skin thickness FiberClossic - 0.11D' minimum skin thickness Core de nor�d�uion Pofyurethone foam core, withl.9 Ibs. density by BASF. The pa el skin is constrvcted from a 0.070' thk. ec molding cmfourd (SpML,. The interior cavity is filled with 1.9 lbs. density WF polylrrthene foam. The panel face sheeLs are glued to the wood slaa aped (viz iht LA latch stile s reinforced with a -wood lock block mrosvringy 2.375 s 14.0 long at the rtnlo and deadbaft location. The hinge slam is Fusgmf Jointed Pint and the top and bottom roil are of a woad cornpwltm motcrid In the double doa•applrotion the kioctim door is filled nlh an eilruded dumdum ostragol (Wind Jcmber U) of 6063-TS alloy. the frame is constructed from fmgpr )olnled pine The eoacr i; Ian o the sided jambs with (J) 169a. 1/1 crown r 2 long sfodes of each side. The mullions art secured together in a sidel opplicaJcn thing /8 s 2' long PFH'Wood Screws (6) screws per coch mullion. The units use on Inswing Soddk threshold measuring 5.75' s I.S<8'. ,5.9.tis _GkLjb9; This siddile ponels arm sandwich gkised min g 1.0 puce lip lit from They orw dry glazed on the exterior with on 1)8 thk cellular lazing tape (56 —1 Tope) d caulked with raicona The rite tramp are held og 1 si a J8 s 1 /2 long Ploscre.. TABLE OF CONTENTS SHEET g DESCRIPTION I TYPICAL ELEVATIONS do GENERAL NOTES 2 VERTICAL CROSS SECTIONS J HORIZONTAL CROSS SECTIONS 4 HORIZONTAL CROSS -SECTIONS do NOTES 5 ANCHORING LOCATIONS do DETAILS 6 ANCHO ING LOCATIONS k GLAZING AILS 7 UNIT COMPONENTS B 1 BILL OF MATERIALS k UNIT COMPONENTS J 7.5' MAX. OVERALL WIDTH I— " 6' MAX . PANEL WIDTH I ®I® u u` W W W J W Z C. J e C c 0 � o o O si 3 1 ;n eV N L r SWINC a!, I R ' 105.5' MAX. OVERALL FRAME WIDTH 36.625' MAX. rPANEL WIDTH W/ASTRAGAL � 0 I 0 O u / / nr)i mi r W /,zinri ir" oicunmr: t im, 7K /7\ INN 74.5' MAX. OVERALL FRAME WIDTH 36.625' MAX. PANEL WIDTH --{ I w ASTRAGAL I u lJ 2 Z Soo 4 L DOURIF INSWINC UNIT DESIGN PRESSURE RATING UNIT TYPE WHERE WA E IN L RA ON RE UIS OT ND —N67.0 67I0MFSINGLE + PSF DOUBLE + 55.0 PSF — 55.0 PSF SINGLE WITH I + 55.0 PSF — 55.0 PSF 15.15' MAX. FRAME WIOTH 1J.75' MAX. WIDTH r.125' .MAX. I.L.O. WIDTH Iso Q% Aft c 68.5' MAX. OVERALL WIDTH ARE W r 367- MAX. 15.5' MAX. FROM INTERIOR PANEL WIDTH FRAME WIDTH n p 13.75' MAX. WIDTH 7.125' MAX, D.L.O. WIDTH Arprwnlnam SCaL N.T.S. r:r 6C .itk tk� osc rr: Tit, u4L�Z noAm 2' Oka. n: RW M..,t ow, rA m.r c osurslro sax ui ' as ur S-2151 t - asaie _L or S 10 S INTERIOR VERTICAL CROSSCROSS SF7CnON Z DOOR PANEL ' :� ► Ln ZY Z2 in J4 2 L) uj U_ J c 21 I r"• FOAM CASKET � m SILICONE CAP BEAD -, ® N-9 SEE NOTE � 1 • ```SE -NOTE CLASS THX. 25 Vy � / I THX l 2 SIOEUTE PANE SEE NOTE 5 SHT. 4 LLJ F- n O C, O 4� c ZOO o g Lj'n 0 0 W �. wTco _ F- 4 013.684,3631 am- 08/10/01 /Lr41. Wlal u.o. tm TJH Oat. /10A. oor gn RW All.►,1 I).J. ►td.a C• I On.VwO 1t0: OM�wO Iq 01 yr , 5-2151 t.,ar -2- d J . 24 FXfFRIOR SEE NOTE 2 8 7 . SHT. 4 27 INACTIVE v Y � u ASTRAGAL RETAINER 31 c BOLT 8.0' LC, TOP d: BOTTOM (2) BOLTS INTFRfOR AT TOP & (2) AT BOTTOM I O ASTRAGAL _ 1.15' MIN, EMB. �— .25' MAX. SHIM FOAM CASKET & SIUCONE CAP BEAD ACDVE r� v XT RIOR SEE NOTE 6 SHT. 4 SEE NOTE 7 SHT. 4 r < HORIZONTAL CROSS SECTION J O HINGE JAMB TO SIOEUTE zW OQ: � �O m L,j pp C) Z U Lwi U) O W O �3-- j¢� r. � 4 12 ON x �2 FOAM CASKET d: U SIULONE CAP BEAD ci y J4ti 20 a TY H N V NOTE 1 4 TA/l17, 1kc e4.31 fr DaL. ae 1a o 1 AVWe..deamPyia •W tln >�LI/2• 0 1• ova. n, TJH rr,u. .UI.g C nuA. o� Im Rw A16.1 D.J. 1'eWv.t C a,. . u, 5-215 t SIM 3 OF I. 15' MIN. EMBED. r15• MIN. C-SINK IJ J 21 JI 25• MAX. 5H1M SPACE I I IHORIZOffrAL 4 LATCH JAMB TO BUCK, NOTES: 1. SPACING FOR ITEM NO. 41 (11TE FRAME SCREWS) IS AS FOLLOWS: VERTICAL FROM THE TOP DOWN ON SIDES: 5.5, 16.5', 27.5•, JB.3 75•. 49.375' h 60.375'. HORIZONTAL THERE ARE (2) SCREW BOTH TOP AND BOTTOM AT 2.125' IN FROM EACH CORNER. 2. SPACING FOR TIEM NO. 27 (18 x t • PANHEAD SCREW) ATTACHING THE ASTRAGAL TO THE INACTIVE DOOR IS AS FOLLOWS: FROM THE TOP DOWN 1', 3•, 5, 18.251, 40.5', 59.25% 74.25', 76.25' do 78.25'. J. THE HEAD JAMB IS ATTACHED TO THE SIDE .!Ames WITH (3) 16GA. x 1/2' CROWN x 2' STAPLES AT BOTH SIDE. 4. THE THRESHOLD 15 ATTACHED TO THE SIDE JAMBS WITH (2) 16GA. x 112' CROWN x 2.5' STAPLES AT BOTH SIDE. 5. THE SIDEUTE IS DIRECT SET INTO THE JAMS WITH (12) ITEM NO. 43 (18 x 2' PFH. WOOD SCREW). THERE ARE (4) AT EACH VERTICAL JAMB, FROM THE TOP DOWN AT 13.5', 31', 48.5. 66', THERE ARE (2) AT THE HEADER AT 4-IN FROM THE OUTSIDE CORNERS OF THE FRAME. THERE ARE (2) AT THE SILL, 4• IN FROM THE OUTSIDE CORNERS. 6. SPACING FOR ITEM NO. 43 (y8 x 2' SCREW) SECURING THE MULUONS TOGETHER IS THE SAME AS THE PERIMETER ANCHORING SCREWS. 6' DOWN FROM THE TOP AND UP FROM THE BOTTOM WITH (4) MORE SPACED AT 13.7' O.C. 7. WHEN ATTACHING THE HINGE TO THE JAMB AND THE BUCK USE ITEM NO. 12 (/ 10 x 2' SCREW),, WHEN ATTACHING THE HINGE TO THE JAMB AND THE SIDELITE AT THE MULLION USE REM NO_ 37 (110 x 1 3/4' SCREW). 2Y s� w b 4 I.:!' MIN. EMBEO. 15' MIN. C—SINK z= 1 • w C10 ' �a INTFRIOB 2 \,LJ HINGE JAMB TO BUCK, FOAM GASKET k SIUCONE CAP BEAD ]C Z� 3V, ZY ,n5 3� O 41 m 2 SEE NOTE 1 a SHE 4 HORIZONTAL CROSS SECTION 4 0 STRIKE JAMB TO SIDEUTE c SEE NOTE „z v00 7 SHT. 4 .25MAX. SHIM SPACE r Ln No ago a� IIn 6 z al 6 3 a ewurH coKsu� e1�.ee4.Ja�1 aArc 08 10 01 ApI,N.N ., n.,ry'�1.�„I1►1►. v..r 1/2• I' n..-L .;uy c d. o.a. m TJH nox. Ga n: RW A1ial DW. P,adwl I eMV14 00: 0 eY 5-2tSI am < cr -AL SEE NOTE J SHT. 4 SEE DETAIL 'F' SHT. 5 6' 6' 6' J' J' J' J. , SEE DETAIL V, SHT. 5 a o TYP. + e . SEr NOTE < S,,T. 4 TYP. — T�1 F TYP. J' —i �-+-i J' J• �-i J' J' J• J• 6' 6' 6• 'B 7 n N SEE DETAIL. 'G' SHT. 5 DRILL THRU FOR A O.J57' SOLT DEEP 1 J ENOUGH FORA 2'• BOLT THROW 0 1J 0 DETAIL 'F' ATTACH ASTRAGAL THROW BOLT DETA1 •H• STRIKE PLATE TO FRAAdE ASTRAGAL 7HROW�BOLTS AS SHOWN. DETAIL 'G" AT THE THRESHOLD �z p N O m gQao^ h two --1 g• 6• w SEE NOTE p 41 L � J SHT. ♦ 1 � p � q^ Q� C4 i N SEE DETAIL. E' SHT. 5 N s uq TYP, ai w < IL ? t3IL0 z SEE NOTE 4 SHT. 4 yy ewlta+a Twli7, INC E13.6l4.38J1 o oB/lo/ol eppA..euwerf,+.4.in,w ?C4V N.T.S. FL.u. iel:Q C e TJH D.0 i d-euMME oa en RW Ali. d U■(■ WAM4 No. D' DT S-2151 i aacT 3 or B M21 WOOD FRAME FINGER JOINTED PONDEROSA PINE r i . 0 .526• 3J PtASTIC IIP LITF FRAMF F-- 1 141• EXTRUDED BTS 1.691' h b — J-- INSWING SIDE! IT 15 BOTTOM BOOr 0.09 • EXTRUDED VINYL WALL 0 -1 F-- .09 7' O { a 4 STFE! DOOR HINGE in � r--1.D77•--j `O SIDFIITF TOP A- BOTTOM RAI FINGER JOINTED PONDEROSA PINE L o� 1" � F-1.s31•—I O FC, TOP RAIL WOOD COMPOSITE ,n N N O m O4--1.SJ 1 ' -•-� FC. BOTTOM RAIL WOOD COMPOSITE I I SS. BOTTOM RAII n WOOD COMPOSITE h m .: .'f- 1:0.77' —j i--1.53 I SIDFUTTE BANK SIOF-SnLC FINGER JOINTED PONDEROSA PINE �I-- 1.255' ---I R n Qm L -1.531.--{ O FC—WOOD HiNrF SIOF sm i 5.75' rn SFI F AMUSTING SAn0 F THR cHOf 0 1: ALUMINUM/VINYL .045' WALL ALUM 19 flPAl rwv WAIT tee NO JN J_ I 3a . WOOD LOCK B O.K . FINGER. JOINTED PONDEROSA PINE O >_ ca N a g L'i m C3 �owo Q � r\ c z a • •• •• yy uwnwa CON11IlTNYT7, at[ 08110161 App—,ju c.nplrl., Uh!l. "rt' N.T.S fl.ri1. ui,Lry C.J. 9.n� Oro. or, TJN wa' o0 1r0A, ouc tm. RW i MurIUd. PnJw. OWUTIC M6.t • uT 5-2151 war Z v I N 9 .070 ►UMYUII tW FISMUM, FIBERCEASSIC DooR sxw .I10' NM. THK neooASS BY MUNA-TALL wRh 'dd rUen F min. =6,000 psi FiBERCLASS 2 FC. TOP RAA IJJI' , .94' THE)?W-TRU WU00 CO4POSRF MCOD covilm 1 FC UTOI STILE -TRU. ROM CON I'5J1 TIN M+XO CCYFCSIE 4 FL i1NGE MI -iRU PVWMRUSA PWE I.SJI , 1.209711WOOD 5 VC BOTTOM PAL 1SJ1 1 125' THDtW-TRU NCCO. CONPOSfTE M= MUPOSTE 6 POLTUNLIKANE FOAM (RASF. 1.91bs. 0 NSFTY FOAM 7 SHORT C0NPRESSNa4 WEATHERSTRIP ERMA-TRU FOAM 8 LONG REACH CdLPRES510N WEATHERSTRIP ERMU-TRU FOAM 9 4 x 4 HINGE .097 TNK. ERM/A-TRU STEE 10 10 a J 4 PFH W000 SCREW Hine to Ffoau S c L 11 SS BITTOU ALL 191 , Si ThUb 6mj 'o= MOCO CTUPaSITE 12 10 x 2 LG. PFH WOOD SCREW 5T E IJ IS x 2 1 2' LG. PFH WOOD SCREW STEEL I4 J 16' TAPCON ANCHOR E CO 2.0' MIN. G. STEEL 15 SIDELRE BOTTOM BOOT .090 EXTRUDED VINYL VINYL 16 2x INNER WOOD BUCK WCOO 17 MAX. I 4 SHIM MATERIAL WOOD 16 KWDCSET TITAN 700 SERIES PASSAGE LOCK 19 of AAUKTIM; id1EA1G S4ODCE RNESHO(D ALUM. WOOD 20 4. , I. MA- U, WOOD 21 ,I - SA N WOO z2 �. , I. JAN lu- WOOD 23 KWIKSET TITAN 700 SERIES OEAOBOLi 24 ASTRAGAL WINOJAMBER II WR68i .052 WALL A UM. 606 -T6 IS GLAZING I 2 INSULATED TEMPERED GLASS GLASS 26 A -TK PONUY= PINE I.1 , 1-Di WOOO 27 8 x 1 LG. PANHEAD SHEET METAL SCREW STEEL 28 INIFiNG DOCYt f10ROM SWEEP VINYL 29 WOOD JO NOW SL= L375 1 1.515 POM XRDSA ANE WOOD J1 SS LA Mi MOOD I.IdI , I.yI MOOD COYpam J1 1 8 THK. CEIILAAR GLAZING TAPE rnK-a APE JJ RLWc B -TRU BTS J4 MU-TRU M JS < , I.15 BAwC W1B ERMLA=TRU F ONOEA0S1 J8 SODEIE SUE STEE -TRU 1SJ1 r .656 P01fDER0i1 p J7 10 x 1 J 4 LG. PFH WOOD SCREW STEEL J8 A Too W1 1111 ,.9i Tk w-TRU m J9 NOT USED _ 40 SILICON CAULX SILICONE 4I 8-10 x 1 1 2 PLASCREW FOR 17EM J4 Si 42 SCUR iEP A BMW #L -iMU, ISJI , .66 POfOE t15M WOop 1 43 18 x 2 LC. PFH I STEEL 1.53 t' --j T. I Ol L SS TOP RAIL WOOD COMPOSITE 592' W --1 .579' 1.5J1•--{ a N co m 1 QQQO� Ic� N ca rn UJOti ^ n `D W p� Cr p O O 175' F- I 26 1..;3 p �QMPRESSION WEATHERSTRIP E2 LONG REACH COUPRFSCION WEATHERSTRIP BY THERMA-TRU W 00 FOAM CELL CORE W/VINYL JACKET FOAM CELL CORE W/VINYL JACKET SS. WOOD HINGF SIOF s F CL � cou nvJ �n O ua � ,emu c ASTRAGAL HASIn co m; $ BOLTS O BOTTOM 4 " N L (2) 8.0'. ® I Z tD 1 BOLTS 0.7OP 0 H cr DRILL TRU FOR 1767• --� - .J57' DIA. ASTRAGAL /DRILL TRU FOR A IS RETAINER BOLTS PFH WOOD SCREW 2PLCS 14 WINDJAMBFR II WR68T WINOJAMRER 11 WR68T STRIKE PIA ASTRAGAL (ALUMINUM .052' WALL TYP 1 T 8.0 1 ASTRAGAL RETAINER MATERIAL: UP ROD ZINC ' J 1 F- Y.SJ 1 • &YELLOW CHROMATE' SS. LATCH SIDE ST1LF COMPOSITE cuu Io TA!(f7. IHe 013.604.3831 atG 08 10 01 App—d a conptylq •W tl. u•�i' M.T.S. n+Ad. IdLxced. D.C. tm TJH Hn.un o« e.: RW Ail.ml Uid41'isEya I t14u►a n0: ° I' S-2ISI s�¢T g or -L 05/90/02 11:40arn P. OC)7 R R W Building Consultants, Inc: Ccrmif ing and Engineering Services for the Buildnlg lildustrvl P.Q. Box 230 `lchico, FL 33594 Plwme 813.659.9197 Fscsim& 813.659.4858 Z'J: R:-5 N-OT9tCIO OF 7-YA&MATMI N -.T TiM -?,S�rF Thm-ina-Tm Corp. 1091 it —arid Reed 13ivll—, W 46721 Phe MO.RW.5811 gacdznile 2&%.368.7190 RssM s: Fiber Claud SrWh-fir, Serk3 F-bPrg:ass Door (Glazed) with or without Side-lites .Mzajmwm SUC up-WV4 x" Dt1 W Bs-awdsg Cow1prafloos: X, OXO, XO, OX, XX a 011M Gwzraf DeveAV&a: The head and jam-ba arr wood rn�aning 4.5" x l .25" with an canviod ahuninum the &hWd. The door Fa=l3 and r;&lirw p2r•.-& are 1.68" tbic,'i a --al cornist of tw SMC skirls with a thickness of 0.06r for the Hies Comic S_ wi6s ar the Sri wUh Star caries with s skin thick of 0,070". Sbns are glued to wood stiles and rails with a urethan:. core. The g3z--1 ddeLkea am waked to reoehe ]/S' . te= emd or VL" insulated tempered lip lite meats or i rtcgral flush -*Zed ides �� Se>�;a...,�a7��► i ��i�i� A4.s�elsr� 'l't�' f IW)7.4.3 Fater-w Droar A rtm-^ernOirs- 17074 51Ui Erns 17'snr Accom lis-aa T=x ioa TC4-LA=6m DI" Rgpon No. t -6t Fasalts= A8134E;" L�fcrm %=ic tdC7i= Odsada illay 30, 1997 210.1940-1234 Barty ktMm»y,115258 Air 1I=>m EIr - RL mtz, NY J=* 22, WW1 EX-01-741-11008.0 DdRez P.E. 4A2M TAa :02 r g=d Fairy Nam`' - offawo May 30. 1997 210-1940-1234 Harry pmnt r., $16233 FTC -8xhoAa �1Y :Je29 2001 ErC.01 741-11008.0 Dakka P.R.942M AHTME331 'w4a NC'11.-(hz:eo "30,1997 210-194A-t234 liar,F�tony,C1S^+3R ids sas $7>r - $.odwo". NY haze A 2001 EM-01 741-11008.0 tDP.B.cldcn, lw24:9 = A2"TM E223 s Alt ini3',traim NGfL pt!_n+fo !may 30, L997 210-1940-t234 �«Y Poonaty, 81+6258 `' ETC-gr w hose 2001 ET"1-741-11008.0 Jwcph De P.)i.942151:19 1 T4.42011103 •� b TVA WA WA NIA ^''rtss jlsm'diG sxss,t ine islssNtned sn nse� airx'baesso aohris zi�.alx Conflgurntion Ntnximum Stze Design Presque Ratings Glazed Singje X Vp To 3'0 x 6'8 + 47_DO - 47.00 GW 7--d Smgk girl Sifthtca D Pit, OXO I1R To 5'4 x 6'8 + 47.00 - 47.00 Alma Astragal Ahim Ghrced Double xx Up To 6'0 x 6'8 + 40.00 -40.00 + 47.00 - 47.00 1 f2 f IDMdAc with SidrJitea oxxo Up To 8'4 x 6'9 + 40,00 - 40.00 + 47.00 - 47.W f�+ld�.9l�drsr arsr4 .-,esr�cr�tx. �e :�vertse � tt� �e i. Rvahwad fer L� in lecation3 2dierirg to the Fbrida Buikhng Code and where pressure requirements as daern►inzd is Ati^ 7 'Waiema" tDeP1 I &vAs (Or WA Other Stroderes do not exceed the design premm mun&t listed above, 2. For Ivbsont7 irrsiailations wixrz the sub-b lc is less t,San 1-1/2 inches (FBC section 1707.4.4 Andwrzge Methods and mi cos 17t77.4.4.1 sued 17SD7.4.4.2) same ,ikn; to Tapcon type concrete anchors must be sabsbtuted and the length salsa be match thct a minim = 1-1/4" epg2gment of Me hero the masonry wall is obtaiu xL Cati£-L--Aisi: Flerida Profecs..-JuM Engm= - Soil No. 43409 May 22, 2002 Lyrxio-t F. &chmid 19506 French Lace Drive Lou, FL 33558 05/30/02 11140�2M P. ZeG e a-Truo FiberCiassic /Smooth Star in -siring Fiberglass Door Slaximum.S Up To 8*4 x 6'8 6.0" 6.0' S".— '! 3.0 3.0" 3.0" 3.0" 1 _ 3.0. � SFE W OETAIt� o 0 vi 'A "C co 0 I'- X — When attaching Sidelite the above anchoring oppfies. SEE SEE MOTE b DETAJL "B' 10 x 2" LG, PFH WS lz� . T _ / 10 ON 3/4" Lc. % 10 x 1 " LG. 11 ) — — PFH WS PFH INS SEE NOTE or10 x 3/4' LG. �p +o PFH VS Note: EIETAtL 'r" When attaching the strAc & deodbolt plates to flue strike & SEE NOTE: AN perimeter screws are Duck use 110 x 2" Lg. PFH VIS. DETAIL 'E" When' attachingthe sirsca !a, #rB x 2-1/2' PFH WS. dead4ott plates to Mis ostra of use /8 x 2 1/2" Lg. PFH WS. 6. When attaching the strike jamb d sidafite jamb use ; j' 10 x 1 314' _ In 1 If w a ra >4 Q ! 1z 19 --, r 6 (2)0e x z 1/2' LG.. PFH WS. LG.. PFH Ws (2)fS x 2 112" LG. PFH WS N UL C" _ ALUMINUM ASIRAQN ALUMINUM ASIF44&Ii_ DETAIL "E' ATTACH ASTRAGAL THROV SOLT STRIKE PLATE TO FPJtl3F_ i AS SHC-WN. ^1 ?rl of h DRtLL THRU FOR DRILL THRLc FCR `r r-357�-�#DOLT DEEP A .357"9 EOLT DEEP A' OR A 1 ENOUGH FOR A 2" W T THROW 6" ALUNINUI,1 ASTRAGAL (Y.PSS k -- ALL•'tunfdUM A r5TRL� "F' DETAIL ASTRAGAL THROW BOLTS TF-25FiF SEE CLTA.0 AT THE THRESHOLD @5/30/QZ 11t4oam P. OU-3 - My' Building Consultants, Inc. Cot;m'Wng, 011d Engirlming Services For the Building Indust,,,, D.O. ic.x 230 Ve11sco, FL 33594 Phone 813.659.9197 Facsimile 813.659.4858 1�itT�i�Y►$a'd'S ��3'*�!�.t Or 3iii,�,L'n1��4",t�Ri' li '� ,'',S.is-t ' -)zr i1;-TTU Corp. 103 Mutz&A Road Mer, IN 46721 P}�.e 260 68.5811 Fassi� 260.568.51:Q0 MudrJ qua: Fit-; Clasxic/5moah Stir; Ss riw F¢ess O=,(Opaque) witb or wither t Sid -Bias hUxk=M tin -A NealW- Sae: arq to 8'4 x ST Heat nv-g-g yig Cen igaradomu: X, OXO, XO, OX, :tom .& OXXO ,mwpJ F3zSct31 Lltm: The had xted}antbs are wcxed 1»ing 4.5" x 1.25" with an extruded aluminum thr;Wwld ;hc door pmnela< and t�iw parts are 1.69" Chic Fi sk isk of ttm SMC sides with a thickness of 0.110" for the Fg= amic S= ws er t13e Smeolb Sur Series with a 3!dm thic3cnem of 0.070" S.hm aTy ghled to wood stiles and rails with a wetly, coo. Tln glazed testis ire maud ao receive lro" tempered or 1/2" iusulatod_ta4med lip lite inserts or iUtegrat flush g1wed tits, nffinfi=tarzd h9 Tl vrsa-1 e1. (1707.4.3 Ext--rmr I'onr A+:s )hlie 1707.4.5 Unfl_ions Drnr Ac avhlie�l TesDmcrk6m TC1 line ck" d :.:;Date: No. 8tr 'woes 1 iirtikrm fi.�sie 7; 2/t01 01-741-10703.0 Wotaetl }tatay, P. C. $341511 AMA E930 Air P:e�ste ETC - itadwiNa, NY Mtty'18; 2001 01-741-10701.0 Wetrdd) Haney, P. E +r34ISti Oc"ha 19 2MI 01-741-10393.0 Mat Pwpao. RE i537d6 Eby 17, 2001 01-741-10703.0 wmr>rilti%scer, P. c- 054113 TAB Zn romw Ustry ET-- - Rxteaa, NY Mn IV. 2w 1 01-741-10701.0 WaKku itaaeq, P. S. 154158 Uaober 19.2001 01-741-10393.0 J&rk Pamrso6 F.E. 6537M 6tsy 17.2001 01-741-10703.0 WendeuH ey,p. E.054159 A8I M E331 ;�ararati� VTC - Rfx n , 11 4Y May in. 2001 01-741-10701.0 Wordcll 11s?tiy, P. IL 054159 Qaaw 19 2001 01-741-10593.0 Mmk llawao, P.E. 1537M Mry 17.2001 01-741-10703.0 - Wat&c0 )Iasxy, V. r- 6 34 ! 3N A37'brEM Air kd%. Oiaw ETC -R,,cfizyrr, NY Mny IS, 2w1 01-741-10701.0 Wnnk11JJxwy, P. B. #54!39 e fafdta 19 2001 01-741-10593.0 Alen; Pw=rc9 P.S. 131795 is TA9 2 1=3 A�ats�o i 3JA N/A NIA NIA oenwcsM 0 mm:aaw saes MM 1 syn.x r=w,;e tAnqP rr'---wectnaa m02mam aisna. *' Tr Frobhw :tcit be stealacd to red aitdbvrrto dctim ram. Pmam rnagw!tE_it�o: C0t1 �ialtOA NUMMUM Size Design Prteseslrre Ra11f p c X Um To 3'0 x 8'0 + 67.00 = 67.00 Si with Sklelites XO, OX, OXO Up To 3'4 X 8'0 _ + 47.00 - 47.00 Alum Astragal Coastal Alum Ai;trapaj Oroirw Dom XX lip To s,5 x 8'0 + 40.00 - 40.00 + 47.00 - 47.00 OpHaw 31M with Sire ()XXO t i o 8'4 x 8'0 + 40.00 - 40.00 + 47.00 - 4-7.00 Ili !. Evslurtad for us: in wring to the Florida Balildiag Cade and whert pressure rapurcnwents as deaci9i2i11 d by ASCR 7 M-k.--n Design Lor des for BrMdb ga and 1p.;2er Stnwt+arrs do not exceed the design pressure r1)tinp h3j31 Zbove. 2. Nr;4 C±rry illstallaiew when: the --&-buck is leas :gym 1-112 inches (FBC section 1707.4.4 Anchoragc Metho& and s�->� ci6ars 1707.4.4.1 aarl 1707.4.4.2) .smm dice-.sus-.r Term type concrete ancbors must be wabstituted and the lepath un:.�st W 39a thtlt s minimum 1-1/4' engaga=zl of ttm TapcGit imo the masonry wall is obtained d rMMr A, Florida rPrwre.mmr-al Eag - Seal Ata;. 43409 May 22, 2002 Lyndw F. Schunk- 1951)ia ;z reech Lam Drive Lutz. FL 33559 05/30/02 01:4epm P. 003 a- 11river Tru'O FiberClassic I Smooth Star In -swing Fiberglas Door dmum Sim Up To 84 x 8'0 L T-7 6 TrF�?S3F 3.0" SEE DETAIL _ I SEE DE:AtL A.B . 1 SEE �� DETAIL 'r — 6.0' 6.0` — 3.0` o o ,c a When attaching Sidelite the above anchoring applies. SEE NOTE �10 r. 2" I.C. i=F 4 WS J10 r 3/4r LG. 10 x 1 LG. PFH WS FH WS SEE NOTE 170.x 3/4` LG. PFW 'hS DST 'P" DUAIL C" Note: When ottoc". the strika a deadbott ptotee to the strA tR NOT..: ,411 oarim©ter screws are buck sef1x�tr�WS WAsnattaching ta�f #8 x 2•-112" PFH WS. deodbolt ptatas to the astragd we 18 ' x 2 1/2" Lq. PFH WS. ,A When attoching the strike jamb do ai ukk9 to jamb Use 410 X 1 314 Lq. PM WS (2)18 X 2 1/2` LG. PF'H W5 (2)18 X 2 1/2" Ly. i PRf VS t! i� r +n ALUMINUM ASTRAGAL CCAST`I AL UM1fiEM ASTARA SAL N DEM. _ ATTACH ASTRAGAL THROW 1?'3LT STRIKE PLATE TO FR VE : AS SHOWN. L? DR&L THRU FOR DMLL TPHRU FOR A .357. BOLT DEErP A .357"0 BOLT ML"P .v Yi ENOUGH FORA I" EAtOUt�7 FORA 2" 1tt y .B. BOLT THROW T THROW SEE DETAIL 'F" 1 1 - , ALUMINUM ASTRAGAL Cc:.A.SITAL ALUl NL-4 ASir2A(.if_ DETAIL `F' ASTRAGAL. THROW BOLTS AT THE THRESHUD IX• 4 OPTIONAL Ag SSB CLASS OR �► A t p SECTION 8-9 AVARA9lE (PEE sEL SSO CLASS ki ATTAOQD�W/�rrzOC-I OC ((rfoV e: wt607 11E)) 000 AID IwC71w4 ADIIESA[ (AwHG CENEA)R. C OWN 111 � WNI I IFW71 71m71 1 IM71 I `LOCATION or ) 9-- A ` oPIIONAL OUTSIDE KEYED LOCK POSTON OPTIONAL VENTS L MAA DOOR WIDTH - Is' -a' INSIDE fMaoss ND 1. FROM sA.wF WITH U.V. 1 .] IJD SCRE7a5 ON IS CENTERS I O.O. M- DOORS UP to r' TRICOT COHSR Of [[.) SECTIONS� (sI/011N)). WASHER MEdIRD. LAID SCREWS WT BE COUNTERSUNK DOORS OVG 7'-0� 1001 CONSI M (S) SCCTIONS (NOT SIIOw1N). ca me ON 0UT9DE 9eRAcE (BUR NOT I1Ep1WED)) 10 PROVIDE A RUSH YOUNTYC SURFACE. 1NOO20Mll JAMBS 00 NOT TRANSFER LOAD. -1 x• IN" �SB H7ASs OR 1 I e ACRLlA LATE 2 1 1 REVISIONS GATE: ECN NO.7APPVD: DESCRIPTION 11/00 - ( «WW I OTY (1) WAS (2) FOR TRACK BOLT NOIe20NTAL DUCK SUPPORT BY �- 20 G NW. Em s1IE5 ATTACHED TO DOOR DOOR VWAL EA (TO SUIT) 90R WITH PATENTED TOG L-IOC STSTEY (TOP. BOTTOU a CENTER). /' ° j� EACH H r:LLV, STELE OW JAMB WITH FICA rASTQ rD to GOOD AC rnN rocD LAD sFRars. LISTED � EADROO Rs ta�mealn LOW IHr l As A n pARAUE AS AN OPICN DOOR '.YW 'C' Nf1Q/f a 2' CALV. STEEL TRACK. C3 t, WL TRACK THICKNESS: AN' - � � O ^I= P03mON O y§ EXIN SIDES) 11'P, 7-1/1'.12 G CALV. STEEL IIIACJ{ BRACKET. TWO POOR LOGOOND (A) TRACK BRACKETS POI WE. ry g UIR TOP BRACKET REPORT#9606C �a' . 20 G U-BAR& U-BWS IN A 2-1-1-1 PATTERN O.F. TWO U-BWS ON BOTTOM SECTION. ONE U-BV13 ON NIXT SECTIOFA OC.) 111.3/p' 9"" MEAL SCREW" p O 1 1'J 1• sal SCREWS. 11 G_ OIO MNTSI a (-! WlFMN1ATr HINGE NEST 9• NM L" S10P LLOULDe10 BY DOOR INSTALLER (TO SST) 2.6 YELLOW PINE LAMB f2° G WI. fJLv. sTTll ENO fTEL / 20 G, CALV. SIEEI. INTER. STILE MOLDED INSIDE _ / stt1N1N B-e 12 G CALF. STEEL TROCHE Urz RETAINER BRACKETS FASTENED W WOW JAMB 2S G Yw. �lEY6 1p•3//• PRO HEAD SCREW WITH ONE s/I°•a1-a/p' IAO SCRLTI (10 SCREWS PER LITE) p .N AJK7LORS ON :I WIlE13 (C-00 PFA iiMFK BPAOfC'1. DALYIHIEW. WED -ON M-M AM A WED -ON POLYESTER \ TOP COAT A."AD TO BOTH SIRS Or STEEL SHIP HAP JON75.1 31 FALL U-BW 20 CA GALA, STEEL NN. YESD STRENGTH: 50 KS L�a'I T [FC1Rk1 A -A N9DF VRWI 4 I P SNAP LATCH ENGAGES 12 CA. CA.V. STEEL TOP ONTO VERTICAL TRACK. ROLLER BRACKET. EACH ONE SHOP LATCH ON BRACKET ATTACHED W/(/) .10. STILL SIDE Of DOOR. /IH.s/e• SHEET MEIK TREwS. OYRIDE KEYED NN OE IN HI LA. GA ENO STYE C1 ENO MADE. EACH 'AM RED TO [NU SIXES W/(1) 114.5/p• INTER ROUGE HANDLE STU SHEET YETAI SCREWS W (4) 1/4•A3/4• SELF O.1[IOF NM1FT L(1L- TAPFW SCREWS. [wu 1•TfN G HW'JH OPROH a• TALL . M rA GALv. STEEL U-B-B END OUTS" - wHOLE SALE BOLT O • 2-L-2-1 PATERN D,E. TWO N E. S1SL ON HO(1 ON BOTTOM SEG11EAC IBC( ENGAGES WIFE VEONE U- AR AT SECTION ETC.. FOCI U-BAR ATTACHED a W7TH 31' SE. TAPPING SCREWS TRACK ONE oN PER SERE TEN. EACH INSIN CK LOU OOPTION 13GA.0 LY. BOROY BSHEET . G DALV. RJOE BOU ATTACHED (2) 111.5/e' SHEET YETI SCR[K. (2) •MJNYpw FJRiN90N • L9NR TIEATHER3Tiir. / 3 oR N' CENTERS 2.000 PSI MIN. CaHCP[7EI OR / �� 7/Ie' I.D. ROHwo Ms war \ .1' TAPWN SCREWS ON 17-1/L' CENTER (LOGO J/ rA5rENEA (ONE PER ROLLIIq PSF YIN. DmKWIE)• WASHER INCLUDED WIN Ip G f To srzR cCMEA 1eN SELVE MOM. 1• 00. WON. WA94ER REOURED V CACV. STEEL TRACK FASTENED r0 11 G �.ALv. srm RR11A I�C� r To WTOi. SIRES w a WITH TAPCOn. AICHM MAY BE COUNTERSUNK Ix G GALV. STEEL TRACK BRKRE73. rASTENEB TO END sr1114 GCH Tr/(•) /1w ° 9HELT 1K1A. (BUT NOT REOUORED) TO PRO.IDE A FLUSH TRACK ATTACHED TO CACN BRICIRT //IIAS e' 9/'4" ATL SCRLWS {LA INOUNTYID SURFACE. IWe20NTAl JAMBS W NOT WITH OE 1/N'.a/p' BOLT A NW \1) If11a/1 3Elf TIPPNC SCREWS PER OSI HINGE. IPAISTER LOAD. OR TWO 1/1' DHA WVE75, END 2. OIA 9WRr•SRM, 10 BALL STEEL ROLLER. rpr SIRE CONFOGUR0,11011 MARK WESTWYLD. P.E. PREPARATION OP LAMBS BY ORBC HO. SECTION C-FLORIDA P.E. 10Naa MOM CAROUM P.E. 123e32 LOCK BAR ENGAGES IN DESIGN LOADS: +2+.0 PSF h -.0 PSF TRACK ON �7; TK 06ION O< I1NE sLVPWTINO SiNIKTURAi fLEMEHI3 EACH SIDE SWL BE TM RFSPON3NBlfr7 Qi I/HE PHOFESS1011K Dr TEST LOADS: +36.0 PSF k -37.0 PSF OF DOOR. RECORD FOR THE BUIDINC OR snaxTu RE AND IN ACCORDANCE WITH CURRENT BUILDING WOES FOR THE LEADS LISTED ON •�LOKr RK..aca .NW IOWn Rau THIS DRAWING. •PN A WANTS Tat (DHs®1. PART NO.: - NO11CC LKd•aa SI.I.d OIH•rda• 319 ■diA A $As 1600 c"0"""'""«TlmMls"° w" TOLERANCES IDEAL C41rJmIDti ON ,5202 • L1pPAY p11W01AIG CO. IN• Id R0. 1-513-351-IE00 N sAAAAi,_ K«.H N •A, An a W.tl•.N. [.K •yli.•IN, .0 - t .03 NIYs�0001 OOueRL Em Na 1-513-7112-3519 •.e• •.•saMA « awHaWN .00 - t.015 DESCRIPTION: MODEL 6R5T Ws I6-0 a 8-0: 24-2t.5 DESIGN LOAD .R.NA p, Pr .•.WW. rm. M anraa e« Ia•+•A. r .000 - t.005 t DRAWN BY: 8MM DATE: d/18/00 SCALE: NTS JOWG. a j%c.. gI. •0000 •001 Degrees t1/7 CHECKED BY: MWW DATE: e/18/00 SHEET I OF 1 SIZE ThirdMgl Proaction + - I L1N•sa SWI•d O% .: aN[N9D1R ARE w 111PIE4 DWG. NO.: 102138 1 FZEV. N0. 1 2 RANGE COUNTN' BUJ:IDIN& DIV, LIE 10 N 4 I 3 MODEL: 6RST (25 G/i: STEEL SKINd MODEL: 4RST (24 GA. STEEL SKINT LISTED OPTIONAL OSB GLASS OR B" ACRYLIC UTES AVAILABLE (SEE SECTION B-B) (1) INTERMEDIATE STILE 20 GA MIN, END STILES ATTACHED TO DOOR ATTACHED W/ TOG-L-LOG (TOP h BOi) SKIN WITH PATENTED TOG-L-LOC SYSTEM 7r'f AND URETHANE ADHESIVE (ALONG CENTER) ..�.. A TOP, BOTTOM k CENTER). )�o o REPORT#9606C j 25 GA. MIN. GALV./ LOCK POSITKIN STEEL SKIN COATED PRIMER, (BOTH SIDES) WITH A BAKED -ON ICI ICI TWO POINT LOCKING AND A BAKED -ON POLYESTER TOP COAT DES OF STEEL SKIN. N O ONE 3" TALL a 20 GA. U-BAR (50 KSI) PER DOOR SECTION. L 1 REVISIONS NO.1 ZONE: I DATE: I ECN NO.1 APPVD: DESCRIPTION A4 1 11/00 - MWW I OTY (1) WAS (2) FOR TRACK BOLT 2' THICK 3" TALL U-BAR HORIZONTAL TRACK SUPPORT BY 20 GA. GALV. STEEL DOOR INSTALLER (TO SUIT) D i�3 1-7/B- 1e GALV. ETE TOP ROIE[A BRACKET. EACH r W (31 BRACKET ATIMF�: I4 a sKEtT U �SKP lM JdNTS. u 0 14 GA GALV. 8 EACH ENO KWGE. MI FASTESTI.ESNED TO DO O 1 e' SHEET IIEfAI VW* •L• • (4) 1/4•.3/4' SELF V TAPPING SCREWS. 13 GA. GALV. STEEL FLAG BRACKET. EACH FASTENED TO WOOD JAMB WITH (J) 5/16"a1-5/8• WOOD LAG SCREWS. LLLTIE: DOUBLE TRACK TRACK CONFIGURATION LOW HEADROOM IS AVAILABLE AS AN OPTION DOOR HEIGHT -L" 8- 0 2' GALV. STEEL TRACK 1 7-0- 6 MIN. TRACK THICKNESS..060- _ 8 -0 88 U ` TYP. 2-1/2•a12 GA. GALV. STEEL TRACK BRACKET. 3• TALL . 20 QA GALV. 2: (4) TRACK BRACKETS'PER SIDE. UiR TOP BRACKET STEEL u-LIAR. aK[ u-t1AR PER SEt:.T10t1. FAO) U-BM ARACNm I� WIM TWo 1/4'J/4' SELF 7APwq SCREWS POT 318E 100111a1. • OOVBIE HORIZONTAL TRACK NOTE S UP TO 7'-0' HIGH CONSIST OF (1) SECTIONS (SHOWN). FRONT FRAME WITHU.V. DOORS OVER 7'-0" HIGH CONSIST OF (5 SECTIONS (AT SHOWN). COATING ON OUTSIDE SURFACE DOUBLE TRACK 13 GA GALV. SIM BOTTOM LOW HEADROOM OPTION 00 O I MB ATTA A•M NT D F AM BUILDINGS): BRACKET. ATTACHED WITH TWO A A 1/2 9 LAC SCREWS ON 24 CENTERS. la O.D. MIN. /14'S/e 91EA LIETAL SCREWS. I I I I OPTIONAL 10 SCREW 1/4"a3/4" SELF SSB GLASS OR WASHER REQUIRED. LAG SCREWS MAY BE COUNTERSUNK TAPPING SCREWS. ALu10RNu OKIfO750N 1/B" ACRYLIC LITE WINDOW UTE 14 GA ENO HINGES IB GA. INTERMEDIATE HINGE (BUT NOT REQUIRED TO PROVIDE A FLUSH MOUNTING t WM WEADIEASD�. SECTION B-B VIEW 'C•C• SURFACE. HORIZONTALJAMBS DO NOT TRANSFER LOAD. SECTION A -A (SIDE VIEW1VIEW *8 /8aJ/4" PAN HERO SCREW --- (10 SCREWS PER LITE) END VERTICAL JAMB ATTACH MOLDED INSIDE STILE PSI MIN. CONCRE STOP MOULDING BY DOOR INSTALLER (TO SUIT) 3 B a4 RS SLEEVE ANCHOON 24 CENTERS (BOTH UTE RETAINER INTER 20 GA MIN. GALV. STEEL ENO STILE C-90 BLOCK OR 2.000 PSI MIN. CONCRETE) OR SNAP LATCH ENGAGES STILE 2x6 YELLOW PINE JAMB 1/4•a4" TAPCON SCREWS ON 24' CENTERS (2.000 ONTO VERTICAL TRACK. 20 GA. GAIN. STEEL INTER. STILE PSI MIN. CONCRETE). WASHERS INCLUDED WITH ONE SNAP LATCH ON SLEEVE ANCHORS. I. O.D. MIN. WASHERS REQUIRED EACH SIDE OF DOOR. WITH TAPCONS. ANCHORS MAY BE COUNTERSUNK INTER. STILE 12 GA. GALV. STEEL TRACK (BUT NOT REQUIRED) TO PROVIDE A FLUSH OUTSIDE BRACKETS FASTENED TO WOOD JAMB MOUNTING SURFACE. HORIZONTAL. JAMBS 00 NOT HANDLE WITH ONE 5/I6"xl-5/8" LAG SCREW 11 TRANSFER LOAD. OUTSIDE KEYED PER TRACK BRACKET. \ HANDLE \_ IS GA GALV STEEL CENTER HINGE ENDGALV �15 LE R OF L._._� A OPT) VIALN NTS OPTIONAL OUTSIDE KEYED LOCK POSITION MO. DOOR WIDTH 9'0• %14a5/B" SHEET METAL SCREWS END SLIDE BOLT STILE LOCK ENGAGES INTO VERTICAL TRACK. ONE LOCK ON EACH SIDE OF DOOR. INSID S ID RO T LOCK OPTION LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR. C 9 FASTENED TO INTER. STILES W/(4) I TI OUTSIDE KEYED LOCK J14a5/B• SHEET METAL SCR�EWW$$ LOCK BAR LOCKING 2" GALV. STEEL (RACK FASTENED i0 14 CA. GALV. STEEL ROLLER MINCES INSIDE HANDLE 12 GA. GALV. STEEL TRACK BRACKETS. FASTENED TO END STILES EACH W/(4) DESIGN LOADS: +25.0 P.S.F. h -32.0 P.S.F. TRACK ATTACHED TO EACH BRACKET 14a5 B" SHEET METAL SCREWS AND (4) 1 4"x3/4" SELF TAPPING SCREWS PER END HINGE. OUTSIDE KEYED LOCK TEST LOADS: +37.5 P.S.F. k -48.0 P.S.F. WITH ONE 1/4"a5/8• BOLT dK NUT OR TWO 1/4" CIA. RIVETS. SNAP LATCH LOCK OPTION awmK wa.ca nrt Wean w au< Kxam am wm®L PART NO.: - ^ !1 2' CIA. SHORT STEM, IO BALL STEEL ROLLER, PREPARATION OF JAMRS BY OTHERS. JAMB CONFIGURATION wntx: viO4'" '� - .r Cn.1 elluaw 1a1aa1cn a. LW.,. Stnt.d Oth-d.. TOLERANCES ar. N2 toad 5L Sula 1600 IDEAL Cmc+mmU ON 45202 Id X. 1-313-3e1-TWO SECTION C-C w •.e..a, .a.A ws.+.a .0 t.03 tuar am tOOHL Fm la t-513-162-3519 NOTE 2: THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS � % •, mN. w.a.M.. M 4t,bAM .u,.,1 A. oe. .«.w. r.r. a •00 ' _ •O15 DESCRIPTION: MODEL 6RST W4 9-0 x 8-0: +25/-32 DESIGN LOAD SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE ' N IO' r..« «.,a.. a.a.a .000 - t.003 0000 . 1.001WITH DRAWN BY: BMM DATE: 4/18/00 SCALE: NTS DWG. NARK WESTERFIELD. P.E. CURRENT BUILDING CODES FOR THE LOADS LISTED ON � �i/+�i� Z�L Dagra.3 tI/7 CHECKED BY: MWY/ DATE: 4/I6/00 9HEEf 1 OF 1 SIZE 1J ' THIS DRAWING. NORTHFLORIDP.E. 4B49S i �� THIS NORTH CAROIWA P.E. /23832 / T� a Arlgl + _ 1Kd.aa Projection 12MOISKIN4 st.tw mK...la. AR[ a alcl¢s. DWG. NO.: 102137 IREV. %r0m6ALY V@911. % w v Vv d u ✓II W I