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Home My WebLink About205 Bella Rosa Cir 07-580 SFRPERMIT ADDRESS 205 CONTRACTOR L W KI ADDRESS 1S004� • ® • s A 1 AM /� PHONE NUMBER 0-1 zi yy - 40 PROPERTY OWNER ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTO PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE SUBDIVI • .! PERMIT # ®® DATE PERMIT DESCRIPTIONERECT t*JSFR PERMIT VALUATION �.A 00 at SQUARE FOOTAGE Y d m cn cn 7n CITY OF SANFORD P. 0. BG�:` 1'7 8 8 SANFORD FL 327721788 C E R T I F I C A T E O F O C C U P A N C Y Issue Date . . P E R M A N E N T 5/24/07 Parcel Number . . . . . 29.19.31.502-0000-0130 Property Address . . . 205 BELLA ROSA CIR SANFORD FL 32771 Subdivision Name . . . Legal Description . . . Property Zoning . . . . SINGLE FAMILY Owner . . . . . . . . . Lennar Homes Contractor . . . . . . LENNAR HOMES, LLC 407 475-6549 Application number 07-00000580 000 000 Description of Work NEW SINGLE FAMILY HOME - DETACHED Construction type . . . CONCRETE BLK WITH FRM EXT Occupancy type . . . . SINGLE FAMILY Flood Zone . . . . . . NONE Approved . . . . . . . VOID UNLESS SIGNED BY BUILDING OFFICIAL In accordance with this Certificate of Occupancy, all inspections for compliance with Florida Building Code 2004 for occupancy and use have been performed and approved. If the construction project was permitted and built under the owner/builder contractor exemption of Florida State statute 489.103; refer to state statute regarding limitations on renting, lease or sale of this property. BP210U01 CITY OF SANFORD 5/24/07 Application Miscellaneous Information Maintenance 8:45:52 Application number . . . . . 07 00000580 Parcel Number . . . . . . . 29.19.31.502-0000-0130 Address . . . . . . . . . . 205 BELLA ROSA Type information, press Enter. 2=Change 4=Delete 5=Display Opt Code Date Print Miscellaneous Information HISB 1/19/07 Y 2.ONE STORY/TWO BATHS, _ _ HISB 5/21/07 Y Cc Sign Offs: HISB 5/21/07 Y P & Z: MR 05.22.07 HISB 5/21/07 Y PW: MW 5.22.07 HISB 5/21/07 Y UTIL: RB 05.24.07 _ HISB 5/23/07 Y Final f/s on file Bottom F3=Exit F6=Add F12=Cancel 0 CERTIFICATION OF ELEVATION MAY 17, 2007 ADDRESS OF JOB: 205 BELLA ROSA CIRCLE, SANFORD, FL 32771 LEGAL DESCRIPTION: LOT 13, 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 13 MEETS OR EXCEEDS THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD BUILDING CODE, CHAPTER 18, SECTION 18-4 (a). /OSEPH E. WILLIAMSON R.L.S. #6573 STATE OF FLORIDA U.S. DEP-OTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program ELEVATION CERTIFICATE Important: Read the instructions on pages 1-8. OMB No. 1660-0008 Expires February 28. 2009 SECTION A - PROPERTY INFORMATION I For Insurance Company Use: Al. Building Owner's Name LENNAR HOMES, INC. Policy Number - -I A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. I Company NAIC Number I 205 BELLA ROSA DRIVE City SANFORD State FL ZIP Code 32771 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 13, 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' 07.2" Long. W 81 ° 14' 07.7" 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 SEMINOLE FLORIDA B4. Map/Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone Date Effective/Revised Date Zone(s) AO, use base flood depth) 12117CO065 E 04/17/95 04/17/95 "X" N/A B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile ❑ FIRM ® Community Determined ❑ Other (Describe) B11. Indicate elevation datum used for BFE in Item B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑Yes ®No Designation Date 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 a) Top of bottom floor (including basement, crawl space, or enclosure floor)_ b) Top of the next higher floor c) Bottom of the lowest horizontal structural member (V Zones only) d) Attached garage (top of slab) e) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment in Comments) f) Lowest adjacent (finished) grade (LAG) g) Highest adjacent (finished) grade (HAG) Check the measurement used. 17.69 ® feet ❑ meters (Puerto Rico only) N/A ❑ feet ❑ meters (Puerto Rico only) N/A ❑ feet ❑ meters (Puerto Rico only) 17.36 ® feet ❑ meters (Puerto Rico only) 17.3 ® feet ❑ meters (Puerto Rico only) 17.1 ® feet ❑ meters (Puerto Rico only) 17.3 ® 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. I certify that the information on this Certificate represents my best efforts to interpret the data available. l understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. ® Check here if comments are provided on back of form. Certifier's Name JOSEPH E. WILLIAMSON License Number 6573 Title LAND SURVEYOR Company Name GRUSENMEYER-SCOTT & ASSOCIATES, INC. s 5400 E. COLONIAL ignature City ORLANDO State FL ZIP Code 32807 7/07 telephone 4W-2//-3232 FEMA Form 81-31, February 2006 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company Use: Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number 205 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 agent/company, and (3) building owner. Comments C3 e) LOWEST ELEVATION OF MACHINERY AND/OR EQUIPMENT SERVICING THE BULDING IS TOP OF A/C PAD THE LOT IS IN ZONE 7" pS//7/o7 Signatur Date ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1-E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B, and C. For Items El-E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawl space, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawl space, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-8 with permanent flood openings provided in Section A Items 8 and/or 9 (see page 8 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA-issued or community -issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) 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 G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (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 )ESC AS FURNISHED: Iot I C E 1 E R v ES IA NORM, os recorded In Plot Book 71, Pages 8 through 45, of the Public Re -cords of Seminole County, Florida. .BOtjiNTDY.IRYFOR I(-'E.RTIF,IE,D TO: l.ennor k4omes. inc. L 0 T 14 NOT PLATTEM REC 518 " ;.R. N 00006' 18" w , REC 5/8 " 1. R. #1148 60.00 #7148 'a 0; LC 46 29.25 it rYHL�C 20, 79' LOT 13 16.7' 23.3' C I- V'D. Q) CONC. C6 16.7' ONE --STORY RESIDENCE F.F. ELEV. = 17.69' ADDRESS #205 5.5'xJ. 5' AIC 20.0' CONC OHIVI: "" UTILITY 1 0 ' Y 8.7' COv;D_ CONC. C) z I 20.77' 10m, W z 46 Q) 10. 0 0' 25.06' N SET N&D - #4596 r REC. N&FD1 #45,96 s 0000rq'50" E CUP, VE 1: D=39032'31 T N&D ,14596 R= 1200' L-8-M, 00/ O'\ "/'yo E 19056"05 C b,R VE 2. D--28'38'35" BA-111111A ROSA R --- 50. 00 TRACT 'L'' (50' RIW) L=25. 00' (PRIVATE INGRESS & EGRESS) LOT 12 C::::24,74' CB::::N ?5'23'0,3" W FRONT- 25' SQUARE F007AGE CALCULATIONS 'PROPOSEI; - FINISihED SPO' GRADE ELEVATION REAR= 20' PER DPNN'A, Cc PLANS soiT F D SOD 10 C(1RB): 3,942± SQUARE FEET SIDE = 7.5' PPOPRWNAGE FLOW DRA/E & LEAD WALKWAY: 595--,' SQUARE FEET STREET SIDE = I,,' SIDEWALK/APPROACH: 43I± SQUARE FEET PRCI,POS.IF.F.b ', F, PER NS = 17.01' ..................... . ............. ........ .... ........ .......................... . . . ............... . . ................. . . . . ....... TOTAL LOT SQUARE FOOTAGE: 6,393± SQUARE FEET A 0 LAND SUR VEY( 9-H 51 .S' ... :ND L P.A.41 POINT ON LINE 5400 E. COLONIAL DR, ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 _YP. TYPICAL �RON NOTES: Lp, PIPE FRIC. = POINT OF REVERSE CURVATURE POINT 0 COMPO: ND CURVATURE:T. T7iE UJNDESIGNE LBY CER77FY THAT T14's SURVE � ETTS 'HE MINIMUM TECHNICAL STANDARDS SET , I Y -P -1) DOES HERE -Y M FORD 13 'TE CNIJ�.-Nr RZ, RAMAL THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER SIG!? C FLORIDA ADMINISTRAII'VE. CODE PURSUANT 2, N.R. NON-RAI)';AL SECTION 472-027 FLDRIOA STAT[ITES. RECOVERED W.P.WITNESS POINI. 1 2. UNLESS LM13OSSFD WITH SURVIYOR'S SEAL, THIS SUPV[Y IS NOT VALID AND IS PRESENTED FOR INFORMAPOWL PURPOSES ONLY C ; r"��rw OF BF.�INN[NC PALL GALE PIINT OF PERMANENT KFERENCF W-,NUMENT i THIS SURVEY WAS PREPARED FROM ME INFORMATION f 'D TO THE SURVEYOR. THERE MAY BE OTHER RESR!CI7ONS FURNISHED ,:-NTFRLTNE FTWSHED F [..[)OR ELEVATI{N 'SL ER OR EASEMENTS THAT AF,ECT 7NIS PROPERTY N&L, AIL & DISK L 'ING BIJI . SETBACK LTNE 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. Rw RGH0E-'1AY B BET' NARK r- MT rASFNT B331 BASE: DEAPING I 5. THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT RE RELIED UPON BY ANY OTHER ENF17Y. DRt[N DRAINAGE 6. DIMENSIONS SHOWN FOR THE LOCAVON OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES, LM r 7. BrARINCS, ARE BASED ASSUMED DATUM AND ON rH[ LINE SHOWN AS 13ASE BEARING (B.D.) :L'i f'HAR, � INK 'f NrF 9I L . ELEVATIONS, IF SHOWN, ARE BASED ON NATIONAL GEODLIC VERTICAL O.4IUM OF 1929, UNLESS OTHERWISE NOT 0, C' B NC�ETE B.LOCK 0. VF�CATE OF AUGNORIZATION N,_ 4596, — --- ---- - SCALE I --- I" = 20' - h DRAWN BY, POINT Or CURVA%RY P I N- 3F ANGENCY 16 CERTIHED BY. DATE ORDER _ N. L APT ENGTH PLOT' PLAN 10-20-06 6587-06 !� D ELT� REVISED PLOT PLAN, 03-19-07 C CHORO MHORL START G CONC. FOUNDATIONIELEVS, 03-22-07 1142-07 FINAL V// ELEVATIONS 05-10 -07 2028 .07 IIS BU�L D!NG/PROPERTY DOES. N07 LIE WITHIN ME L C LAN 5 E h S rARLISi iED 1 DO YEAR FLO D PLANE E A PER "RRM" "Y" PANEL 0065 TO GRUSENMEYER, R.L.S. 4714 d Fs W. SCOTT, R # 4801 XWOSFP�hf S ' "JAm," ZONE #120289 F. (04-17-95) 'F F. IW�111��111'30�" R L. 1151 Y7 CITY OF SANFORD PERMIT APPLICATION Application #: 0 1 - Job Address: Parcel ID: Description of r Zoning: Submittal Date: 3 / q�� Value of Work: $Im 0 G Historic District: Square Footage: ...................................................................................................................... Permit Type: Building ❑ Electrical ElMechanical ❑ Plumbing ld �Fire Sprinkler/Alarm ❑ Pool ❑ Sign ❑ Electrical: New Service — # of AMPS Addition/Alteration ❑ Change of Service ❑ Temporary Pole ❑ Mechanical: Residential ❑ Non -Residential ❑ Replacement ❑ New ❑ (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets 2 Plumbing Repair — Residential ❑ Commercial ❑ Occupancy Type: Residential ❑ Commercial ❑ Industrial ❑ Occupancy Use Group(s): Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required ) ...................................................................................................................... Property Owner: L �C (/ti (�((G� /yC: (� Contractort mck %t,( vw Address: Address: Phone: Bonding Company: Address: Architect/Engineer: Address: E-mail: Plan Review Contact Person: Phone: Mortgage Lender: Address: Phone: Fax: State License Number: EC 1426-0-33 Phone: Fax: E-mail: 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 all1work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING; CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in, the public records of this county, and there may be additional permits required from other governmental en7iall ch as water management districts, state agencis, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the nents of Florida S 3 Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is _ _ Produced ID APPROVALS: ZONING: Special Conditions: Rev 0212007 Personally Known to Me or UTIL: FD: of Contractor/Agent KT Date P nt Co or gent's 00ne Signature of Notary -State of Date MY COMMISSIO Po. CPI DD629096 Contractor/Age i �x0i HOTM fsonayy rn'to2 iti;Rld Produced ID SOOmt,Assoc C�. ENG: BLDG: Permit # Job Address: Description of Work: NIDVJ I -L/- I lltil Historic District: ND Zoning: CITY OF SANFORD PERMIT APPLICATION Value of \York: Total Square Footage S 11 ,44()o Permit Type: Building Electrical V Mechanical Plumbing ___ Fire Sprinkler/Alarm _- Pool Electrical: New Service - # of AMPS - ffo Addition/Alteration _ Change of Service Temporary Pole Mechanical: Residential Non -Residential _ Replacement _ Nc\� (Duct Layout & I:nergy Calc. Requircd) Plumbing/ New Commercial: # of'Fixtures # of Water & Sewer Lines #' ol'Gas L incs Plumbing/New Residential: # of Wa r Closets Plumbing Repair - Residential or Commercial Occupancy Type: Residential Commercial Industrial Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FENIA form required ) Owners Name & Address: �._ � I%1 ,fit t% _t T 0 � Snj'C Phone: Contactor Namee &Address: t�I 1_ (/I�jjJ W L`/1C 1�11 I Ci f(► t(/ • dCJ7 J• LLVWVL/l r1 V �i• ��%n ►�� Z I I {� State License Number: ecco Phone& Fax: �32- Zt QL (•;fib�(y • qZ ContacLPerson: i'1` 4 1 ,YVl;_,,]�Phone Bonding Company: A rl rl rrcc' -- Mnrtanpe Vender' A rld rrcc_._ Architect/Engineer Phone. _ Address: Fax Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS. WELLS, POOLS, FURNACES, BOILERS. FIF.ATERS, TANKS. and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all ofthe foregoing information is accurate and that all work will be done in compliance with all applicable laws regulative construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN 1 CA iR 1' DYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY IF YOU INTEND TO OBTAIN FINANCING. CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NO FICE, OF COMMENCEMENT. NOTICE: In addition to the requirements ofthis permit, there may be additional restrictions apt, i •a le 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 su �h \\ater n nagement districts, state agencies. or fedeml agencies. Acceptance of permit is verification that I will notily the owner of the property of the requiremc n I rida Lien l-aw, FS 713. Signature of Owner/Agent Date Signature Con actor/Agents D to Print Owner/Agent's Name Pri of ractor/ ent's Name D Signature of Notary -State of Florida Date Si ,i ure o S ate of Florida IDate Owner/Agent is _ Personally Known to Me or Produced ID APPROVALS: ZONING: 1.1-1,1L. Special Conditions: Rev 03/2006 � Cheryl L Smith Contractor/Agent t. Personally Known ` MY Commission DD243250 w Expires August 20, 2007 Produced ID FD: ENG: BL.DG __-_-----.- . - CrfY OF SANFORD PERMIT APPLICATION Application # : SubmittalDate: Z5 'r7 i Job Address: J.D S Gt�t c� C j4 ✓1 ri/� Fj Value of Work: $ 3 S ! : , o� Parcel ID: Description of Work: Zoning: Historic District: Square Footage: ....................................................................................................................... 0. Permit Type: Building ❑ Electrical , Mechanical ❑ Plumbing ❑ Fire Sprinkler/Alarm ❑ Pool ❑ Sign ❑ Electrical: New Service - # of AMPS Addition/Alteration ❑ Change of Service ❑ Temporary Pole ❑ Mechanical: Residential ❑ Non -Residential ❑ Replacement ❑ New ❑ (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures • # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair —Residential ❑ Commercial ❑ Occupancy Type: Residential ❑ Commercial ❑ Industrial ❑ Occupancy Use Group(s): Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required ) ..................... Get........................................................................ 0........ 0................. t; vi Iv r f & M C_j Contractor: V'"^ s c-:J r ti-4 Property Owner: Address: Address: Phone: E-mail: Phone: 6 Z8- Y6/I- State License Number: Bonding Company'....... .." Mortgage Lender: Address: Address: Architect/Engineer: Address: Plan Review Contact Person: _ Phone: Fax: Phone: Fax: E-mail: 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, TANKSf 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 management districts, state agencies, or federal agencies. Acceptance of permit is 'verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. Signature of Owner/Agent Date Signature of Contractor/Agent,. Date Print Owner/Agent's Name Print ont t ge s Signature of Notary -State of Florida Date Signature ofNotary-State of Florida Date MY COMMISSION # DD629096 OF EXPIRES: February 25, 2011 Owner/Agent is _ Personally Known to Me or Contractor/A` 3-NOT Fl Produced ID _ Produced ID 2— APPROVALS: ZONING: Special Conditions: Rev 02/2007 UTIL: FD: ENG: BLDG: a POWER OF ATTORNEY Date: 3 Z ! `" D I hereby name and appoint 1 4 l l6t l-1 `i J 1C of e Lon C L v/.4 to be my lawful attorney in fact to act for .me and apply to the o �� Building Department fora D 1W VJ permit for work to be performed at a location described as: Section Township Range Lot (`5- Block Subdivision kil f lA jj 01 S (-i lC)f r/ (Address of Job) (Owner of Property and Address) and to sign. my name and do all things necessary to this appointment. 12c, L/ (� -I' 67, )/� c C) 0 C, Type or Print e o tified o for and Con sYcense Number of C&tfified Contractor /-� 'I, /Zv( The foregoing instrument was acknowledged before me this Z S -ri-. day of 20 7 by who is personally known to me/who produced FL 'Dt- as identification and who did not take oath. State of Florida "V JAMES SHEPPARD _ Notary Public - State of Florida . My Commission Expires May 19, MW County of / c Commission S DD 100212 �,$;,�` Bonded By National Notary Assn. Notary Public, Orange County, Seal w Application Job Address:ao�' Parcel ID: CITY OF SANFORD PERMIT APPLICATION Submittal Date: 1.1 r i _. Q Value of Work: $ ' Od=) Zoning: Historic District: Description of Work: tf&,) aogc, Square Footage: ...................................................................................................................... Permit Type: Building ❑ Electrical ❑ Mechanical V Plumbing ❑ Fire Sprinkler/Alarm ❑ Pool ❑ Sign ❑ Electrical: New Service — # of AMPS Addition/Alteration ❑ Change of Service ❑ Temporary Pole ❑ Mechanical: Residential J�f Non -Residential ❑ Replacement ❑ New ❑ (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential ❑ Commercial ❑ Occupancy Type: Residential Commercial ❑ Industrial ❑ Occupancy Use Group(s): Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required) .................................r.'.......................................�.-.....'..i................. ................... PropertyOwner. Le Iln d" Home- Contractor: 1 /M Address: Io 1 �I ulk H a It A(.l.l'1P _ 4,L)Address: � � I a-7 Phone: L4M b9a mail: Phone.-(L731 U State License Number (t/ Bonding Company: Address: Architect/Engineer: Address: Plan Review Contact Person: Mortgage Lender: Address: Phone: Fax: Phone: Fax: E-mail: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit.and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING; CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such aswater management districts, state agencies, or federal agencies. Acceptance of permit is verification that 1 will notify the owner of the property of the Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is _ Personally Known to Me or _ Produced ID APPROVALS: ZONING: Special Conditions: Rev OM007 UTIL: _ _ _ — FD: �dKen Law, FS113 r etSi Dale rep Agent' e 7 0% ary,LatS. .i4g.::......0...1....e ate MI HELLE M. WITTERS P gy C=" 000335100 = Fames 74 006 _i i'- ?` BO,(I�dBd tr,ru ( )'132-4254 ,r,r ri Notary Assn., Inc Contractor/Agent is _ Produced ID ENG: BLDG: or General Power of Attorney Form —P Page 1 of 1 GENERAL POWER OF ATTORNEY I, l� le r,er of Ir:-lec� C Ir, hereby appoint K a ,iq�, of �r;-�cc 6 as my attorney in fact to act in my capacity to do'every act that I may legally do through an attorney in fact. This power shall be in full force and effect on t e ate below written and shall remain in full force and effect until 3 Z p'1 or unless specifically extended or rescinded earlier by eit er party. Dated d 1 20 0'''7 By:(� " /W-- STATE OF Fj M 10q COUNTY OF (-k)llnl BEFORE ME, the undersigned authori , on this '7 day of %M 20_'1, personally appeared ( to me well known to be the person described in and who signed the Foregoing, and acknowledged to me that he executed the same freely and voluntarily for the uses and purposes therein expressed. WITNESS my handiancY-Pffic'al al the date aforesaid. NOTARY PUBLIC My Commission Ees: ....... ....... ...»......................... MICHELLE M. WITTERS COMO OD0335196 ';'r �A Et�lrea TAY2006 S y Nnded 11uu (B00) 432.4254: Florida Notary Assn.. Inc 1..........................................4.e http://www.lectlaw.com/forms/fU95.htm 3/27/2007 5� t Permit # Job Address: Description of Work:New CITY OF SANFORD PERMIT APPLICATION Date: Historic District: No Zoning: Value of Work: RECEIVED NOV 13 2006 Permit Type: Building X Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Catc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair— Residential or Commercial Occupanq, , ype: Residential X Commercial Industrial Total Square Footage: Construction Type: o # of Stories: # of Dwel 'ng Units: Flood Zone: (FEMA form required for other than X) Parcel /' (Attach Proof of Ownership & Legal Description) Owners Name & addr : Lennar omes 01 Southh- ane Ste 450 Maitland, FL 32751 Phone: 407.682.7266 Con_t_ractorName _ & Address: Michael J. O'Neill 101 Southhall Lane Ste 450 Maitland, FL 32751 State License Number: CRC05 78 20 407.682.7266/407.682.6349 Phone &,Fa{: Contact Person: Phoae: Boadiug Company: N/A _ Address: _ Mortgage. Leader: N/A Address: Architect/Engineer: Lindeman-Bentzon Engineering CO phone: 352.242.0100 Address: 731 E. Highway 50 Clermont, Florida F,,: 352.242.0302 Application js 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 AFFIDAViTA certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is veri nation t at I will notify the owner of th property of the requirements of Florida Lien Law, FS 713. Si re of Owner/ eat Date Si re ofon r/ ent Date 1 > g William Michael J.O N P ' wne a Print Coo r Nam /2 Signature of Notary Fkaida Date ignature of Notary -State of Florida Date Owner/Agent is _"Personally Known to Me or 0�� Contractor/Agent is ! Personally Known to Me or Produced ID ' { Produced ID --M-F ICATION APPROVED BY: Bldg: Zoning: ON 11•( l -O ` Utilities: FD: Jio & tial Date) (Initial &Date) (Initial &Date) (Initial &Date) Special Conditions: f W: PO EDWARD L DEAN, JR. & i `I B ti o�tnv Puk. EDWARD L DEAN, JR. ` o MY COMMISSION # DO 550907 s t MY COMMISSION t DD b50907 * * EXPIRES: �Mway 10, 2010 S: '" ` * EXPIRES: May 10, 2010 BOrldBd ""'�"` ' my 41 /• arq",,OF F1.Bonded TM Budget WNY Services - .. . COUNTY OF SEMINOLE 'IMPACT FEE STATEMENT ISSUED BY CITY OF SANFORD STATEMENT NUMBER 107-75022 DATE: I—Q3-07 BUILDING PERMIT NUMBER- P-13 (PITY) PCO'f TY NUMBER: ffiN UNIT ADD RESSCITY O-F _ SANFORD TRAFFIC ZONE: JURISUICTION: 06 SEC: TWP: FWAN G . 1 -1 -, PARCEL. SUBDIVISION: TR�CT: PLAT BOOK: PL-4-2LTjBOOK PAGE i:n-q S BLOCK: LOT: OWNER NAME: 4 J_UY W ADDRESS: )CL1 ___-NCLtL APPLICANT NAME: ADDRESS: LAND USE CATEGORY: 001 - Single Family Detached House TYPE USE: Residential WORK DESCRIPTION- Single Family House: Detached - Construction FEE BENEFIT RATE FEE UNIT RATE PER # & TYPE TOTAL DUE TYPE DIST SCHEDULE DESC. UNIT OF UNITS ROADS -ARTERIALS CO -WIDE 0 dwl unit 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 t 2,143.00 STATEMENT RECEIVED BY: 41S M—W k—ENeg, GNATURE: (PLDATE .J 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-APPLICAN'T 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 KVENLrE'-' 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******************** t 118 1 9 (oD I III! if 11111111111111111111111111111111111111 If 111111111 loll MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 06520 Rg.1570I (ipg) CLERK'S # 2006197738 RECORDED 12/15/2006 10.-23148 AM RECORDING FEES 10.00 RECORDED BY H Bailey NOTICE OF COMMENCEMENT State of Florida County of Seminole 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. Legal description of property (include Street Address, if available) LOT # /--?_, Celery Avenue Estates, PHASE 1 ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOQKK # 71 PAGES #/388--445 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA, AKA `'}" i-t4 QSANFORD FL 32771 General Description Of Improvements: INGLE FAMILY DETACHED Owner LENNAR HOMES INC Address 101 SOUTHHALL LANES MAITLAND, FLORIDA 32751 Owner's interest in site of the improvement OWNER/DEVELOPER Fee Simple Titleholder (if other than owner) Name SAME AS ABOVE Address SAME AS ABOVE Contractor SAME AS ABOVE Address Surety (if any) N/A Address Amount of bond $ Any person making a loan for the construction of the improvements. Name N/A Address Person within the State of Florida designated by owner upon whom notices or other documents maybe served: Name LENNAR HOMES, INC. Address 101 SOUTHHALL LANE STE 450 MAITLAND, FLORIDA 32751 In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13 (1) (h), Florida Statutes. (Fill in at Owner's option). Name Address THIS SPACE FOR RECORDER'S USE ONLY CERTIFIED COPY MARYA NI P4: `ARSE CLERK 0' '1R;"1!" C".1RT SEMIN�'t aUN'iY, FLORIDA 8Y DEPUTY CLERK William Graham - Division President Lennar Homes, Inc. Sworn to and subscribed before me this day Of s 00 Notary Public Personal Knowledge 2O1PRY. PUB(i�, EDWARD L DEAN, JR. * * MY COMMISSION t DD 550907 EXPIRES: May 10, 2010 `�'+'�c"`0��°� BDadtC ?hN 0u�y�4 N41ary ServgA@ GENERAL NOTES: 1) EXTERIOR Ist FLR WALLS b" CMU U.N.O. 2) .INTERIOR t 2nd STORY EXTERIOR WALL5 3 1/2" U.N.O. 3) " " . DENOTES ROUNDED CORNER DRYWALL BEAD. 4) TB - TOWEL BAR DRY AREA 0 56" A.F.F WET 5HOWER ® 64" A.F.F. WET TUB ® 46" A.F.F. OVER COUNTER TOP ® 24" FROM COUNTER OVER ROMAN TUB ® 56' A.F.F. 5) TP - TOILET PAPER FIX. 0 24" A.F.F 6) ALL EXTERIOR WALL5, LESS OPENIN(55, ARE TO BE CONSIDERED SHEAR WALLS UNO. ALL R0U6H OPENIN6 WINDOW SIZES MUST BE VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION. '1) 6ARA6E DOOR TO BE CERTIFIED BY MFR. FOR 120 M.P.H. b) ALL TUB b.SHOWER UNITS WILL HAVE ANTI-5CALDIN6 DEVICES INSTALLED. 9) ALL DOOR5 TO BE b'-8' TALL U.N.O. OR PER _BUILDER/CLIENT.. 10) PWF- DENOTES PICTURE WINDOW FIN (FRAME) PW- DENOTES PICTURE WINDOW FLANGE (CMU) II) THE 6ARA6E SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 1/2" 6YP5UM BOARD APPLIED TO THE GARAGE 51DE_ 12) 6ARA6ES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" TYPE X 5YF50M BOARD OR EQUIVALENT. 13) ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALL5, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH I/2" 6YP5UM BOARD- 5- WALL 'LEGEND DENOTES CONC. BLOCK WALL 1-16T. 0 &'-0" AFF- DENOTES FRAMED YVILL J�DD•O� Oi q'-4"'A.F.F- DENOTES CONC.BLOCK n.701 23'-4' 10'-0' Up 3'-b I I ■ in 5-5' ■ .o 101-0' 3'-4- — — - I6'-5" ■ �v m a � "v ■ v iv m m I 1�❑ ii { 0 ry 0 ■ ■ r � ii '-2' ■ s O Lio s ry ■ C 4' ,_8. ry _ �151 _ ■ 12'-4 1/2" o ■ O a; -ry ■ in . ■ . ■ 2'-0" ■ i ■ 2'-0' W-O" 71-10' 3'-6' T-4" 20'-0' FLOOR PLAN WITH DIMENSIONS �. = r0. a N ANY DISCREPANCY OR ERROR IN DIMEN510145 OR NOTES SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN PROFESSIONAL FOR CLARIFICATION PRIOR TO COMMENCEMENT OF CONSTRUCTION_ REVISIONS O I I/23/05 D BENTION ENGINEENING Cr,COW IN CONSUrwsr ,.pLfl GHwv ERENGINES », so n (3oxc, nbaa. w 352) Z w �pp v! SEAL ccnnrn,c xo. ®-ooaca�, �.••'a� .°ro. wew. �v;rn. o�c%w �• Ga�nrn-AlOi.dw9 11/23/05 A101 of Sanford "The Friendly City" �City r Application for Engineering Permit °jLh auil' 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 ! J Driveway i THIS APPLICATION IS SUBMITTED BY: PROPERTY OWNER(S)IAPPLICANT: Applicant Name: Lennar Homes Firm: Address: 101 Southhall Lane Ste 450 Maitland, Florida 32751 Phone: (407) 682.7266 Fax: (407) 682.4396 Date: ]. PROJECT LOCATION OR ADDRESS: 2. TITLE OF APPROVE OP NS: APPROVAL DATE: 3. SCHEDULE OF WORK: FROM TO EMERGENCY REPAIRS ❑ 4. PROPOSED ACTIVITY.�7 LXJ Driveway Installation ❑ Aerial Installation ❑ Underground Utilities ❑ Bore and Jack ❑Open Cutting of Roadway 1i ❑ Other P 9 y I --I Sidewalk Installation 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 • BIER U IG:CALL SUNSHINE 1-800-432-4770 Applicant Signatu Date: K QFF.ICIAL USE ONLY. Application No: Fee: Date: Revi.eweti :. PublieWorks DATE: UtilltieS . .DATE: _ Approved: Engineering DATE: —__-- Engpnnt.pdf CITY OF SANFORD P.O. BOX 2847 SANFORD,FL 32772-2847 (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 DESCRIPTI( Has the site plan been approved by the Planning Board ? i4Z If yes, when? 3. PROPOSED DEVELOPMENT New Single Family Residence What is the property to be used for. , (Type of Use) If commercial use, please give information on water and sewer flow requirements: (FLOW/G.P.D.) 4. CERTIFICATION I certify that to the best of my knowledge that all informatiogWupoli y(Itly fiis pplication is true. Michael ).O'Neill _ (Print Name) _ signatute) FOR CITY USE ONLY: AVAILABILITY: YES NO YES NO YES NO WATER RECLAIM SEWER COSfITEMS: 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) LE N N/ R.: .:Quality. 4'a(��e.bttegrity: 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 - t r ne name o1 the owner), hereinafter referred to as the "Owner," recognizes that issuance of Permit Nowill 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 tof 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 a%r DATE Page 2 The Owner hereby agrees to disclose the contents of this document to any and all of our successors in interest, contractors, subcontractors and agents. The undersigned further warrants that he or -she is authorized to bind the Owner and has been duly authorized to sign this document_ WITNE r. Signature. Alice Hardway Printed/Typed Name Alyce Rittenhouse Printed/Typed Name STATE OF FLORIDA ) COUNTY OF SEMINOLE ) (OWNER) Sign e William Graham Printed/Typed Name Division President Title The foregoing instrument was acknowledged before me this 3rd day of June 2006 by William Graham as Division President for Lennar Homes 10 who is personally known to me or ❑ who produced their Florida Driver's License as identification. Notary Public, State of Florid Print Name: �C�4/�i� (_ V My Commission Expires: EDWARD L DEAK JR FASHA_ENG\Dept_forms\Estoppel letter_doc # * MY COMMISSION i DO 550907 EXPIRES: May 10, 2010 , BmW Thm Services 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 52.O/T19/R30 Lot: /7�� The qualifying agent is Michael J. O'Neill and his license is CRC0S7820 Thank you for your cooperation. Very Truly Yours, Michael J. O'Neill SWORN TO AND SUBSCRIBED before me this/F day of �� , 200k at Altamonte Springs, FL This person known to me by Personal Knowledge kINULary ruonc) ro0 N6 EDWARD L DEAN, JR. * * MY COMMISSION # DD 550901 EXPIRES: May 10, 2010 're,,,0F�e Bonded Thor Budget Notary Serves Lennar Homes Orlando • 101 Southhall Lane, Suite 450; Maitland, Florida 32751 Telephone: 407-682-7266 • Fax: 407-682-4396 • CGC# 057320 • .www.lennarcom UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnica; Engineering • Building Inspections Environmental Sciences • Construction Services 3532 Maggie Blvd. • Or;ando, FL 32811 • (407) 423-0504 Fax: (407) 581-0313 • tshankOuesorl.com Web: www.uesorl.com LEVVISRI OF UR ° HOMVVQL Lennar Orlando,LLC TO: DATE: January 12, 2007 ORDER NO.: N/A 101 Southhall Lane Ste 450 Attention: Michael J. O'neill Maitland, FL 32751 Re: Celery Estates, lot 13, 205 Bella Rosa,Circle Sanford, FL 32771 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 Plan 01/12/07 Plan review items 2 01/12/07 Copies Plan Compliance Affidavit 2 01/12/07 Copies Notice to Building Official of Use of Private Provider 2 01/12/07 Copies Private Provider Plan Review Service Agreement 2 01/12/07 Copies Resume Of Reviewer (Ken Derrick) 2 01/12/07 Copies Resume Of Reviewer (Dan Canellas) 01/12/07 Copies Insurance Certificate for Lennar Home 2 01/12/0 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: Ines. No. 637308 If enclosures are not as noted, kindly notify us at once. UNIVERSAL ENGINEERING SCIENCE, INC. 3532 Maggie Boulevard Orlando, FL 32811 Phone: 407-423-0504 Fax: 407-423-3106 Private Provider Plan Compliance Affidavit Private Provider Firm: Universal Engineering Sciences, Inc. Private Provider: R. Kenneth Derick, P.E. Address: 3532 Maggie Boulevard Orlando, Florida 32811 Phone: (407) 423-0504 Email: derickk(o-)-uesorl.com Fax: (407) 581-0313 I hereby certify that to the best of my knowledge and belief the plans submitted were reviewed for and are in compliance with the Florida Building Code and all local amendments to the 2004 Florida Building Code by the following affiant, who is duly authorized to perform plans review pursuant to Section 553.791, Florida Statute and hold the appropriate license or certificate: Name: Celery Estates, 205 Bella Rosa Circle, Lot 13, Sanford, FL AOOOL, A101 L, A102L, A201 L, A202L, E101 L, M101 L, A301, S1 L, S201 L, S301, S301- OPT, S302, S303, S304, S305, S306, Energy Code , , R. Kenneth Derick, P.E. — 37711 Signature of Reviewer: SWORN AND SUBSCRIBED before me by R. Kenneth Derick Being dersonally known to me octao5 E uce SA IOn— in And who being fully sworn and cautioned, state Xh4Vhe oregoin ,�s tru `5nbyg6rrect tote est of his/her knowledge or belief. nature of Notary Notary Public: NOTARY STAMP BELOW My commission expires: Doc No. 537311 Printed Name TIFFANY R. 3HANK *= MY COMMISSION # OD 43 149 EXPIRES: May 19, 2009 Ff °4 BondedThru Notary Public Underwrite!, RIP 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, 205 Bella Rosa Circle, Lot 13, 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 Fax: 407-423-3106 E-mail Address (Optional): derick uesorl.com Florida License, Registration or Certificate No.: Professional Engineer Florida License No. 37711 I have elected to use one or more private providers to provide building code plans review and/or inspection services on the building that is the subject of the enclosed permit application, as authorized by S.553.791, Florida Statutes. I understand that the local building official may not review the plans submitted or perform the required building inspections to determine compliance with the applicable codes, except to the extent specified in said law. Instead, plans review and/or required building inspections will be performed by licensed or certified personnel identified in the application. The law requires minimum insurance requirements for such personnel, but I understand that I may require more insurance to protect my interests. By executing this form, I acknowledge that I have made inquiry regarding the competence of the licensed or certified personnel and the level of their insurance and am satisfied that my interests are adequately protected. I agree to indemnify, defend, and hold harmless the local government, the local building official, and their building code enforcement personnel from any and all claims arising from my use of these licensed or certified personnel to perform building code inspection services with respect to the building that is the subject of the enclosed permit application. I understand the Building Official retains authority to review plans, make required inspections, and enforce the applicable codes within his or her charge pursuant to the standards established by S.553.791, Florida Statutes. If I make any changes to the listed private providers or the services to be provided by those private providers, I shall, within 1 business day after any change, update this notice to reflect such changes. The building plans review and/or inspection services provided by the private provider is limited to building code compliance and does not include review for fire code, land use environmental, or other codes. Page 1 of 2 Pages The following attachments are provided as required: 1. Qualification statements and/or resumes of the private provider and all duly authorized representatives 2. Proof of insurance for professional and comprehensive liability in the amount of $1 million per occurrence relating to all services performed as a private provider, including tail coverage for a minimum of 5 years subsequent to the performance of building code inspection services. Individual (signature) Print Name: Address: - Telephone No.: Corporation Lennar Home Orlando, LLC Print Corporation Name Partnership Print Partnership Name By: By: (signature) (signature) Print Name: Its: Address: Telephone No.: Please use appropriate notary block. STATE OF COUNTY OF Individual Before me, this day of , 20_, personally appeared who executed the foregoing instrument, and acknowledged before me that same was executed for the purposes therein expressed. Corporation Before me, this day of 20_, personally appeared of Corporation, on behalf of the state corporation who executed the foregoing instrument, and acknowledged before me that same was executed for the purposes therein expressed. Print Name: Its: Address: Telephone No.: Partnership Before me, this day of , 20_, personally appeared Partner/agent on 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. 537313 Print Name Page 2 of 2 Pages ICI 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. 537316 Project: Celery Estates,205 Bella Rosa Circle, lot 13, 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 # 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 di co tin o qu ity as a duly authorized agent, you will be notify in writing immediately. Signature of Private Providers/,fJ/ �.Date: 01/12/07 SWORN AND SUBSCRIBED before me by R. Kenneth Derick Being'Personally known to me, or having uce as identif ppd yvho being fully sworn and chioned, state that the foregoing is true and correct to the best of of Notary Notary Stamp: My commission expires: Printed Name =a' TIFFANY R. SHANK MY COMMISSION # DD 431149 EXPIRES:'ay 19, 2009 • (3ond0tl lhtu NOtety FublicUndenvricers �ZS?('` '9 _ ' Threshold / Private Provider inspection and Plan Review Construction Materials Testing • Geophysical Services Environmental Sciences • Geotechnical Engineering Biographical Data R. KENNETH DERICK 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. Oerick 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-storyresidential 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" Ireshold/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 570-2cre subdivision. The work included recommendations for pavement design, bridge design, utility design, storm water management systems, and site preparation. Design considerations included relatively high water table conditions and organic soils which required removal. Geogrid Retaining Wall; Atlanta, Georgia. A 40-foot near vertical slope was failing adjacent to a condominium development and large rocks and debris were damaging the residential units. Mr. Derick designed a 20-foot high retaining wall with sloping backfill, using geogrids for the anchorage. There was only fifteen (15) to twenty-five (25) feet of space between the slope and buildings to construct the wall making this project extremely challenging. Country Club of Mount Dora Community Development District, Mount Dora, Florida. Mr. Derick has provided geotechnical engineering services for this community development district. Work scope included recommendations pertaining to pavement design, storm water management systems, utility construction and site preparation. "Committed to Service" 7reshold/Private Provider Inspection and Plan Review Construction Materials Testing • Geophysical Services Environmental Sciences • Geotechnical Engineering Biographical Data • Ventura Subdivision Pavement Evaluation, Orlando, Florida. Evaluated the cause of pavement failures and projected remaining pavement life. Provided recommendations for pavement repair and drainage improvements. • Tunica Housing; Tunica Hills, Louisiana. Housing for prison officials was placed on steep hills along the Red River bluffs. Mr. Derick provided foundation design, site preparation recommendations, and stability analysis for this site. • Residence; Falls, Church, Virginia. A major house addition called for construction of a two-story house addition beside a 80 foot slope. Mr. Derick analyzed both the short and long-term properties of the slope soils and provided recommendations for proper construction set -back to preclude loss of property and slope failures which would affect the residence. • Haulten Hall Condominiums, Atlanta, Georgia. Driven piling design, specifications, and pile load testing was furnished for Haulten Hall, a 6-story concrete, multi -residential structure on Pharr Road in Atlanta, Georgia. Construction testing and monitoring was provided during project development, including pile load testing of production piling. Stoneybrook West Subdivision. Mr. Derick is the engineer. -of -record for this 1,500 acre golf course community located at the Orange County / Brevard County line. This development was constructed on an area of high groundwater and wetlands and is a premier development in East Orlando. • Stoneybrook East Subdivision. Mr. Derick is the engineer-cf-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) L 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 C 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" L,onstruction 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" —.4f rM Hage:6of ACORD CERTIFICATE OF LIABILITY INSURANCE OP ID P DATE(MWDD/YYYY) PRODUCER UNIVENG 06/01/06 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 Universal Engineering Sciences INSURER 8: Inc. INSURER C: 3532 Magggie Blvd. : Orlando FL 32811 LMuRERD N COVERAGES SURER E: ,— - —1-- — u.oun.,— ua I MU CEwVV 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 HAVF RFFN PPry rr`Fn av o r, — -- LTR N RC TYPE OF INSURANCE POLICY NUMBER DATPOLICY E (MM/DD/YY) EXP DATE (MM/DD/YY) LIMITS - GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY CLAIMS MADE OCCUR EACH OCCURRENCE $ PREMISES (Ea o-ur nc.) $ MED EXP (Any one person) $ PERSONAL & ADV INJURY - $ GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER: POLICY JECT . LOC PRODUCTS -COMP/OP AGG $ AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED ALTOS NON -OWNED AUTOS COMBINED SINGLE LIMIT (Ea accident) $ " BODILY INJURY (Per person) $ - BODILY INJURY (Per (Per accident) PROPERTY DAMAGE (Per accident) $ GARAGE LIABILITY ANY AUTO - - AUTO ONLY - EA ACCIDENT $ OTHER THAN EA ACC .AUTO ONLY: AGG $ $ EXCESS/UMBRELLA LIABILITY OCCUR CLAIMS MADE DEDUCTIBLE RETENTION $ EACH OCCURRENCE $ AGGREGATE $ $ A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? If yes. describe under SPECIALPROVISIONS below OTHER WC200565604 O1/O1/06 01/Ol/07 X TORY LIMITS ER E.L. EACH ACCIDENT $ 1000000 E.L. DISEASE - EA EMPLOYEE $ 1000000 E.L. DISEASE -POLICY LIMIT $ 1000000 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. f CCTICII`A TC Llnl nC� 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 Lennar Corporation Insurance Compliance IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR P O BOX 12010-LC REPRESENTATIVES. Hemet CA 92546-8010 A9Tt+5j9_1ZEq REPRESENTATIVE ACC)Pr) ?S 0nn11f)Q1 UACORD CORPORATION 1988 IMPORTANT If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). DISCLAIMER The Certificate of Insurance on the reverse side of this form does not constitute a contract between the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon. ACORD 25 (2001/08) ucuvv .,-r.cr rlvi rage: 6OT I AC RD CERTIFICATE OF LIABILITY INSURANCE OPID 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 32794-5255 Phone: 407-691-9600 INSURERS AFFORDING COVERAGE NAIC # INSURED INSURER A: Hudson 5pee.Ins.Co. (Frsbarg) INSURER B' Zurich -American Ins. (oriando) 16535 Inc ; etl universal Engineering Sciences INSURERC: Great American IAs.Co. .; a i 3532 MaggieBlvd. INSURER D: 3 Orlando FL INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR INSIR TYPE OF INSURANCE POLICY NUMBER DATE (MM/DD/YY) DATE (MM/DD/YY) LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 2 0 0 0 0 0 0 A X X COMMERCIAL GENERAL LIABILITY CLAIMS MADE FX� OCCUR FEC6102911 07/17/05 07/17/06 PREMISS EU 9T Eaoccurence) $ 50000 MED EXP (Any one person) $ 5000 X Inc l S X, C, Ti DLXT WAXVE a SUDRocAmoir - PERSONAL & ADV INJURY $ 2 0 0 0 0 0 0 jr REQ wRrpm CoHTBACT X Blanket Contract. GENERAL AGGREGATE $ 4000000 GEN'L AGGREGATE LIMIT APPLIES PER: POLICY X PET LOC PRODUCTS - COMP/OP AGG $ 4 0 0 0 0 0 0 AUTOMOBILE LIABILITY B ANY AUTO BAP27957970S 05/01/06 07/17/07 COMBINED SINGLE LIMIT (Ea accident) $ 1000000 X ALL OWNED AUTOS AUTOS BODILSCHEDULED (Per person) (Per person) on) $ HIRED AUTOS X NON -OWNED AUTOS BODILY INJURY (Per accident) $ X PROPERTY DAMAGE (Per accident) $ GARAGE LIABILITY AUTO ONLY - EA ACCIDENT $ ANY ALTO - OTHER THAN EA ACC AUTO ONLY, AGG $ $ C EXCESS/UMBRELLA LIABILITY X OCCUR CLAIMSMADE TW554486402 05/01/06 07/17/07 EACH OCCURRENCE $ 9 0 0 0 0 0 0 AGGREGATE $ 9000000 DEDUCTIBLE X RETENTION $ 10 0 0 0 $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITYER TORY LIMITS F—MT:':- E.L. EACH ACCIDENT $ ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICERIMEMBER EXCLUDED?E.L. If yes, describe under DISEASE - EA EMPLOYEE $ E.L. DISEASE - POLICY LIMIT $ SPECIAL PROVISIONS below - OTHER A Professional and FEC6102911 07/17/08 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 & blanket waiver of subrogation endorsement for the certificate holder if required by written contract. Liability is limited to loss oi' 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. _ U ACURD CORPORATION 198E 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. 4CORD 25 (2001/08) •.. r.a n, r �.ai'wu-a".�ci"i y r«."u icvu �av�D n�3. rax. u. I U. VIU911a uaie: onr[Uuo U4:Y/ YM Yage: 1U at i Additional Insured is Lennar Corporation, including all of its divisions, subsidiaries, partners, partnerships, shareholders, affiliated companies, successors and assigns, officers, directors, agents, servant* 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. - �• •�� .+�.<i rwi rage: z or i ac®RD CERTIFICATE OF LIABILITY INSURANCE OP ID P DATE(MM/DDM/YY) 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. (Freberq) Universal Engineering sciences INSURER B: Zurich -American Ins. (Orlando) 16535 Inc , ; etal INSURER C: Great American Ins. (Marietta) 3532 Magggie Blvd. INSURERD. Orlando FL 32811 INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR INSIR 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 � OCCUR FEC6102911 07/17/O5 07/17/06 PREMISES (Ea occurence) $ 50000 MED EXP (Any one person) $ 5000 X Incl s X, C, U BLKT WAIVER SUBR06ATI0N PERSONAL & ADV INJURY $ 2 0 0 0 0 0 0 Ir REQ WRY CONTRACT X Blanket Contract. GENERAL AGGREGATE $ 4000000 GEN'L AGGREGATE LIMIT APPLIES PER: POLICY X EOT r7 LOC PRODUCTS - COMP/OP AGG $ 4 0 0 0 0 0 0 AUTOMOBILE LIABILITY 8 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 F1OTHER ' THAN EA ACC AUTO ONLY: AGG $ $ C EXCESS/UMBRELLA LIABILITY X I OCCUR F—ICLAdMSMADE TW554486402 05/01/06 07/17/07 EACH OCCURRENCE $ 9 0 0 0 0 0 0 AGGREGATE $ 9000000 DEDUCTIBLE 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 - 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 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 ctK I IhI(-A I t HL)LutK 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. H+rvrcu ZD (tuuuuu) ©ACORD CORPORATION 1988 IMPORTANT If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). DISCLAIMER The Certificate of Insurance on the reverse side of this form does not constitute a contract between the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon. HI.VRV L, (Luu Iwo) rnvi rage: w Or I ACORD CERTIFICATE OF LIABILITY INSURANCE OP ID P vDATE(MM/DD/YYYY) NIVENG 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 : 40 7 -6 91-9 600 INSURERS AFFORDING COVERAGE NAIC # INSURED INSURER A: AMerlsure Mutual Ins. Co. 23396 Universal Engineering Sciences INSURER B: Inc. INSURER C: 3532 Maggie Blvd. INSURER0: Orlando INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ' LTR INSRE TYPE OF INSURANCE POLICY NUMBER DATE (MM/DD/YY) DATE (MM/DD/YY) LIMITS - GENERAL LIABILITY EACH OCCURRENCE $ HCOMMERCIAL GENERAL LIABILITY CLAIMS MADE OCCUR PREMISES (Ea occurence) $ IVIED EXP (Any one person) $ PERSONAL & AD 1INJURY $ GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER: POLICY PEA 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) $ 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 PROPRIETCR/PARTNER/EXECUTIVE WC20OS65604 01/01/06 01/01/07 -X TORV LIMITS ER E 1. EACH ACCIDENT $ 1000000 OFFICER/MEMBEREXCLUDED7 If yes, describe under E:L.DISEASE - EA EMPLOYEE $ 1000000 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. 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. v ACORD CORPORATION 1988 na�nu�+:•:.��r--". '; iwn —'. II .. raX1 U, I O. Vll"Glla Uate: O/l/LUub ul-41 Nm Yage: b of 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. UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering 0 Building Inspections Environmental Sciences 0 Construction Services 3532 Maggie Blvd. 0 Orlando, FL 32811 0 (407) 423-0504 Fax: (407) 581-0313 0 tshank(@uesorl.com Web: www.uesorl.com 000000 OF O R ° OOOM0000L Lennar Orlando,LLC TO: DATE: January 12, 2007 ORDER NO.: N/A 101 Southhall Lane Ste 450 Attention: Michael J. O'neill Maitland, FL 32751 Re: Celery Estates, lot 13, 205 Bella Rosa Circle Sanford, FL 32771 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 2 01/12/07 Plan Plan review items 2 01/12/07 Copies Plan Compliance Affidavit 01/12/07 Copies Notice to Building Official of Use of Private Provider 2 01/12/07 Copies Private Provider Plan Review Service Agreement 2 01/12/07 Copies Resume Of Reviewer (Ken Derrick) 01/12/07 Copies Resume Of Reviewer (Dan Canellas) 01/12/07 Copies Insurance Certificate for Lennar Home 2 1 0 Copies Insurance Certificate for City of Sanford THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ■ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS Please find attached the requested documents. Please let me know if any more information is needed. COPY TO: File SIGNED: Delivered by: Does. No. 537308 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 at )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, 205 Bella Rosa Circle, Lot 13, Sanford, FL AOOOL, A101 L, A102L, A201 L, A202L, E101 L, M 101 L, A301, S1 L, S201 L, S301, S301- OPT, S302, S303, S304, S305, S306, Energy Code , , R. Kenneth Derick, P.E. — 37711 Signature of Reviewer: SWORN AND SUBSCRIBED before me by BeiUq pefsonally known to me omcws trust a ature of Notary Notary Public: NOTARY STAMP BELOW My commission expires: Doc No. 537311 R. Kenneth Derick or ag_pta�a d an I en I Ica Ion And who being fully sworn and cautioned, state est of his/her knowledge or belief. Printed Name 4,k,A, n�P' TIFFANY R. SHANK MY co, affiSSION # D0 31149 EXPIRE :'l'lj\. IN. �0@9 Bonded 7hru iNocary PuCiic Unaehvritars A P 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, 205 Bella Rosa Circle, Lot 13, 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): 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. 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. 537313 Print Name Page 2 of 2 Pages u 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. 537316 Project: Celery Estates,205 Bella Rosa Circle, lot 13, 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 # ILicense Type Dionisio Canellas I PE 49771 1 Licensed Professional En ineer 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: Date: 01/12/07 SWORN AND SUBSCRIBED before me by R. Kenneth Derick Being pl7fsonally known to me, or having produc and whfi being fully sworn and cautioned, state fh g Is true and correct to the best of hid a knowledge or belief. n 4 ST�ture of Notary Printed Name �/otary mp: My commission expires:i �Q'j,PY Phi TIFFANY R_>,;NANK *; x MY COMMISSION # OD 431149 EXPIRES. 200 %Fof F�qQ' Bonded 7h;uNola pub!IcUndgnv;der, 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, Related water intrusion studies, condominium conversions, and property condition surveys. Projects Building Construction Mr. Derick has been involved with building construction and inspection since 1977. Projects and clients he has served for design, inspection and troubleshooting include: International Paper Company, Woodlands Division Office, Gurden, Arkansas. This 3,000 square feet office was constructed under Mr. Derick's design and inspection. Private Residence, Lilburn, Georgia. Mr. Derick was the Engineer of Record responsible for the design and construction of this 6,000 square feet 4-storyresidential home. U.S. Homes Corporation, Central Florida. Mr. Derick serves as a senior troubleshooter. for water intrusion, structural and foundation related problems. Lennar Homes Corporation, Clermont, Florida Division. Mr. Derick serves as senior troubleshooter. for water intrusion, structural and foundation related problems. "Committed to Service" ireshold/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 forthis community development district. Work scope included recommendations pertaining to pavement design, storm water management systems, utility construction and site preparation. "Committed to Service" 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" ueshold / Private Provider Inspection and Plan Review Construction Materials Testing • Geophysical Services Environmental Sciences • Geotechnical Engineering Biographical Data DIONISIO (DAN) h CANELLAS, P.E. Project Engineer Expertise Mechanical, Electrical, Plumbing (MEP), HVAC Systems — Design and Inspection Academic Background B.S., Mechanical Engineering, University of Southwestern Louisiana, Lafayette, Louisiana Registrations Professional Engineer, Florida, 1995, No. 49771 Professional Engineer, Commonwealth of Puerto Rico, 1973, No. 6963 Experience Mr. Canellas has over 44 years of experience in Mechanical, Electrical, Plumbing (MEP), HVAC systems design and inspection. As a mechanical engineer, Mr. Canellas has been responsible for the design of heating, ventilation and air conditioning systems, piping for chilled water, steam and compressed air, involved in maintenance and preventive programs. This experience includes design, expansion and installation of mechanical systems for various well-known multinational pharmaceutical companies, manufacturing companies and schools. Mr. Canellas has served several firms as Senior Mechanical Engineer and MEP consultant responsible for HVAC systems and related piping (chilled water and steam) design for numerous health, correctional, industrial, hospitality, retail, restaurant and educational facilities. Mr. Canellas' experience also includes plan review and specification writing for various industrial and pharmaceutical firms. He has served as Department Supervisor, Mechanical Engineer, Maintenance Engineer, HVAC Project Engineer, Senior Mechanical Engineer, MEP Consultant, and Mechanical Department Manager. In his current position with Universal Engineering Sciences, Inc. (Universal), Mr. Canellas is responsible for private provider and building inspections, project oversight, and plan review. Related Projects o Colonial Village, Sanford, Seminole County, Florida. Mr. Canellas is serving as MEP project engineer/inspector for this 35.8-acre residential project involving seventeen 3-story buildings consisting of 20 to 24 individual residential units each (470 total apartments). 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 Inspectorfor 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" areshold / 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 (20o4) Years with Other Firms 43 "Committed to Service" UY.L/ rlvl rage: 6 of ACORD CERTIFICATE OF LIABILITY INSURANCE OP1D P DATE(MM/DD/YYYY) PRODUCER UNIVENG 06101106 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 NAIL# INSURED INSURER A: Amerisure Mutual InS. Co. 23396 INSURER B: Universal Engineering sciences Inc. INSURER C: 3532 Magggie Blvd. INSURERD: Orlando FL 32811 COVERAGES 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 INSRC TYPE OF INSURANCE POLICY NUMBER DATE (MM/DD/YY) DATE (MM/DD/YY) - LIMITS GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY CLAIMS MADE ❑OCCUR EACH OCCURRENCE $ PREMISES (Ea occurence) $ MED EXP (Any one person) $ PERSONAL & ADV INJURY $ GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER: POLICY JEa F7 LOC PRODUCTS - COMP/OP.AGG $ AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS AUTOS HIRED AUTOS NON -OWNED AUTOS - - COMBINED SINGLE LIMIT (Ea accident) $ BODILSCHEDULED (Per person) on) (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ GARAGE LIABILITY ANY AUTO - - - - - AUTO ONLY - EA ACCIDENT $ OTHER THAN - EA ACC AUTO ONLY: AGG $ . $ EXCESS/UMBRELLA LIABILITY OCCUR ❑ CLAIMS MADE DEDUCTIBLE RETENTION . $ - EACH OCCURRENCE $ AGGREGATE $ $ - Ti _ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANYPROPRIETOR/PARTNERIEXECUTIVE OFFICER/MEMBER EXCLUDED? If yes, describe under SPECIAL PROVISIONS below OTHER WC200565604 - 01/01/06 01/01/07 IOIH- X LIMITS TORY ER - - E.L. EACH ACCIDENT $ 1000000 E.L. DISEASE _ EA EMPLOYEE $ 10 0 0 0 0 0 E.L. DISEASE - POLICY LIMIT $ 10 0 0 0 0 0 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 r_ANr_Ff I ATInM Lennar Corporation Insurance Compliance P O Box 12010-LC Hemet CA 92546-8010 ACORD 25 (20011081 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 I IUN ,I yilif 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) d OT 11 AC ORD CERTIFICATE OF LIABILITY INSURANCE OP ID P DATE(MM/DD/YYYY) UNIVENG 06/O1/06 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 -691-9 600 INSURERS AFFORDING COVERAGE NAIC # INSURED - INSURER A: Rudson Spoc.Ins.co. (Freberg) INSURER B' Zurich -American Ins. (orlando) - 16535 Inc ; etal Universal Engineering sciences INSURERC: Great American Ins.Co. . 3532 Magile3Blvd. INSURERD: Orlando FL INSURER E: CA\/FR APCS 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 r=FI-V=CTIVE DATE (MM/DD/YY) POLICY LXPfRAT1 DATE (MM/DD/YY) LIMITS - GENERAL LIABILITY EACH OCCURRENCE $ 2 0 0 0 0 0 0 A X X COMMERCIAL GENERAL LIABILITY CLAIMS MADE 7 OCCUR FEC6102911 07/17/05 07/17/06 PREMISES(Ea oEccccurence) $ 50000 MED EXP (Any one person) $ 50 0 0 X I nc i s X/ C/ U BLKT WAIVER SUBROGATION - PERSONAL & ADV INJURY - $ 2 0 0 0 0 0 0 X Blanket Contract. GENERAL AGGREGATE $ 4000000 jr EEq WR=,mE cowmAcT GEN'L AGGREGATE LIMIT APPLIES PER: POLICY X JET LOC - - PRODUCTS -COMP/OP AGG $ 4 0 O 0 O.O 0 AUTOMOBILE LIABILITY - B ANY AUTO BAP279579705 05/01/06 07/17/07 COMBINEDSINGLELIMIT (Ea accident) $ 1000000 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 - - EA ACC OTHER THAN -. $ - AUTO ONLY AGG $ C EXCESSIUMBRELLA LIABILITY X OCCUR CLAIMS MADE - - - 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? 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 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. , © ACORD CORPORATION 1982 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. 4CORD 25 (2001/08) . .-1..' r "6zWZ Z:16 m.. ranw, i U. viwua - 1 Uaie: onizuuo U4:Y/ h_M Vage: 1a of 1 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.. ..�.. __• -�--•--.® _ .-. a ..,c..... ... �.aVVv VY.L! rwi r-auw: L Or I~ ACQRD CERTIFICATE OF LIABI LITY.I NSU RANCE OF 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 32794-525S Phone : 407-691-9600 INSURERS AFFORDING COVERAGE NAIC # INSURED INSURER A: Hudson Spec.Ins.Co. (Freberg) INSURERB: Zurich-AmericanIns,(orlando) 16535 Universal Engineering sciences Inc. , etal INSURER C: Great American Ins.(Marietta) 3532 MaggieBlvd. INSURER D: 3 Orlando EL INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT„ TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS: LTR INQ TYPE OF INSURANCE POLICY NUMBER DATE (MWDDIYY) DATE (MM/DD/YY LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 2 0 0 0 0 0 0 A X COMMERCIAL GENERAL LIABILITY CLAIMS MADE � OCCUR FEC6102911 07/17/05 07/17/06 PREMISES( NmN't- Ea $ 50000 MED EXP (Any one person) $ 50 0 0 X Incl s X, C. , U 3LKT WAIVER SUBROGATION PERSONAL & ADV INJURY $ 2 0 0 0 0 0 0 xF M wR,TEt CoNTRAcT X Blanket Contract. GENERAL AGGREGATE $ 4000000 GEN'L AGGREGATE LIMIT APPLIES PER: POLICY FX7 JET LOC PRODUCTS - COMPIOP AGG $ 4 0 0 0 0 0 0,. B AUTOMOBILE LIABILITY 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 NON -OWNED AUTOS X BODILY INJURY (Per accident) $ X PROPERTY DAMAGE - (Per accident) $� GARAGE LIABILITY AUTO ONLY - EA ACCIDENT $. ANY AUTO - - - OTHER THAN _ EAACC AUTO ONLY: AGG $ $ EXCESS/UMBRELLA LIABILITY - _ EACH OCCURRENCE $ 9000000 C X OCCUR CLAIMS MADE TUU554486402 - 05/01/06 07/17/07 AGGREGATE $ 9000000 DEDUCTIBLE - X RETENTION $ 10 0 0 0 $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY - - TORY LIMITS ER EACH ACCIDENT E.L.$ - - ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER 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. Aggregate 4000000 DESCRIPTION OF OPERATIONS / LOCATIONS 1 VEHICLES I 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 ArnRn ?5 onM/nm 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. - .J /rl Af`r�A fl l`l1D DflAATIl1A) A[14U 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 conferrights 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. r��vnv.c.+ �w� vuul r•Iw rage: -+ OT 1' ACORD CERTIFICATE OF LIABILITY INSURANCE OP ID P DATE(MM/DD/YYYY) ENG 06/01/06 UNIV 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 Universal Engineering sciences Inc. 3532 Maggie3Blvd. Orlando F COVERAGES INSURERS AFFORDING COVERAGE I NAIC # INSURER A: Amerisure Mutual Ins. Co. 23396 INSURER B: INSURER C: INSURER D: 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 INSRC 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 ocItIj e) $ IVIED EXP (Any one person) $ PERSONAL & ADV INJURY $ GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER: POLICY r7 JET 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) $ GARAGE LIABILITY - AUTO ONLY - EA ACCIDENT $ ANY AUTO - OTHER 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 WC200565604 01/01/06 01/01/07 }{ 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 $ 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. j i 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. " LJ © ACORD CORPORATION 1988 icy. vnmia LJate: uruzuuo u4:Z/ NM rage: 5 of 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. DESCRITITION A5° FURNISHED: Lot 113, CELERY ESTATES NORTH, as recorded in Plot Book 71, Pages .38 through 45, of the Public Records of Seminole County, Florida. PLOT PLANFORICERTTFIED TO: Lennor Homes, Inc NOT PLATTED N 00006'18" W 60. 00' 1 24.89' 24.86' LOT 13 23.3' 10.00' COVERED o c6 PORCH 00 too A0 we LOT 14 7" 42 Tp PROPOSED RESIDENCE WLO 1 cl ;r MODEL: CAYMAN-B 0 Ei TWO -CAR GARAGE LEFT I C3 - 1 Ld 0) 8.7' 1 C) ABC FROM PORCI� Ct E Ln 11.3' lapo, 20.0' DRIVE L WALK 25,20' 25.20' f 9 ?. C2 �` S 00"09'50" E (P.c.) CT-TPVI,,' 1: o029.98' n D=39032',31 = 12. 00, L 8.2 8' C 8. 12' L:) Z1_7 C L/A OSA C-1 -L-E' CB:::::: IS;' 19056'05" E 'TRACT 'E" (50' RIW) CURVE 2: (PRIVATE INGRESS & EGRESS) D=28`38'35" R =5 0. 0 0' L25, 00' C24.74' 1Nj2_.5.EjaA CK C'.B=,N- 25-23'03" W SQUARE-, FOOTAGE, CALCULATIONS FRONT= 2 PROPOSED = 11NISHE01 SPC7 GRADE ELEVATION REAR= 20 PER DRAINAGE PLANS SIDE= 7.5' I SOD (SOD TO CURH): 3,942± SQUARE FEET S 'ET SIDE= PROPOSED DRAINAGE FLOW DRIVE & LEAD WALKWAY: 529± SQUARE FEET TRE 75' LOT GRAD'ING IMOE "A" SIDEWALK/APPROACH: 431± SQUARE FEET *PL PR;UPOSE", i-,F' PER PLANS _ 17.00 0 7' PLAN ONLY TOTAL LOT SQUARE FOOTAGE: 6,393± SQUARE FEET (NOT A SURVEY) ASS`OC., 11VC. -- 1AND SURVEYORS p 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 , 1: AT P Ill., POINT ON LINE r f 1.1-D 'yp. Typi At - NOTES: Lp, N PIPE P.R.C.POINT OF REVERSE CURVATURE i, THE UNDERSIGNED DOES HEREBY CERTIFY THAT 77415 SURVEY MEETS T14E MINIMUM TrOHNICAL STANDARDS SET FORTH BY ROD P.C.ZPOINT OF COMP OUND CURVATURE THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 6IG17-6 FLORIDA ADMINISTRATIVE CODE PURSUANT C.M. CONCRE I r. -I',NIJI`Nr RAD. RADIAL 1/2, _ N.R. NON-RADT L -027 FLORIDA STATUTES. SET 4Zj96 SECTION 472 REC9VEREZ V.P. WITNESS POINT 2. UNLESS EMBOSSED WITHSURVEYOR'S SEAL, THIS SURIVEY IS NOT VALID AND IS PRESENTED FOR INFORMATIONAL PURPOSES ONLY. 3. THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO THE SURVEYOR. -HERE MAY BE OTHER RESTRICTIONS PC rA 0 F CALL. CAL'ULATED ENT F P PERMANENTREFERENCE MONUMENT FINISHED FLOOR ELEVATIO OR EASEMENTS THAT AFFECT THIS PROPERTY. N&D NAIL 6 DISK B.S.L. BUILDINC SETBACK LINE 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. P/1 = RIGHT-OF-WAY BN BENCHMARK 5. 77415 SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OT14ER ENFay, E Sm r, VAS M-Nr B;B, BASE DECOKING DRAIN �RA11�4�6L 6- DiMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY ONES. tiTI; L. 7, BEARINGS, ARE BASH) ASSUMED DATUM ANO ON THE LINE SHOWN AS BASE BEARING (B.B.) :1 L U 'ILIT i... C. CHAIN LINK 'ENCY, 8. ELEVATIONS, IF SHOWN, ARE RASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929, UNLESS OTHERWISE NOTED. WD.FCL = WOOD FENCE C, 1. 1 NCPETE. BLOCK 9. CERTIFICATE Of' AU7710ROAU. DN N.4596. SCALE 20' DRAWN BY., P_ �Inw Or -URvA-uRE I P.I. = POINT OF TANGENCY DATE ORDER No. DESCI DESCRIPTION CERTIFIED BY, IOUS PLOT PLAN 10-20-06 6587-06 L = ARC LENGTH DF. , TA CHO ID CHORD BEARING NORTH, 41-3 "I 1II.D!NG/PRCPFPTY DOES, NOT L11E WITHIN - ESTABLISHED ICO YEAR FLOOD PLANE AS PER "FIRM" 'RUSENMEYER, RLS. 4714 5A3- 11 SCOTT, R.L..S # 4801 PANEL # 120289 0065 E (04-17-95) 'VERNON H. BERRY JR., R.L.S. # 6262 C) F F I C E FORM 600A-20.04 EnergyGauge ) 4.0 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION . ......... Florida Department of Community Affairs Residential Whole Building. Performance Method A Project Name: CAYMAN Address:,. 205 Bella Rosa Circle Lot 13 City, State: Sanford, FL 32117 Ph 1 Owner. Lennar Climate Zone: Central 1. New construction or existing New _ 2. Single family ormulti-family Single family ._ 3. Number of units, if multi -family 1 :4. Number of Bedrooms 3 _ 5. Is this.a worst case? Yes 6. Conditioned floor area (W) 1584 ft2 _ 7. Glass typel °and area: (Label regd. by 13-,104.4.5 tfnot default) a U factor: Description Area (orSingle or Double DEFAULT) '7a(Sngle Default)185.3 .ft2 _ b. SHGC (or,Clear or Tint DEFAULT) 7b. (Clear) ] 85.3 ft2 _ $.. Floor types a. Slab -On -Grade Edge Insulation R=Q.O, 183.0(p) £t _ b. N/A c. N/A 9. Wall types a. Concrete, Int Insul, Exterior R=4.1, 1,082.3 ft? _ b. Frame, Wood; Adjacent R=11.A; 160.0 ft-- c. N/A -- d. N/A UNIVERSAL ERSAL :e. NIA 10. Ceiling types ENGINEERING SCIENCES -- a. Under Attic ® // pip $�0, 1590.0 ft2 b. N/A REVOEWE c. N/A 1.1. Ducts a. Sup: Unc. Ret: Unc. AH(Sealed)iGarage Sup. R=6:0, 1.0 fl b, N/A Builder. LENNARZ MES' Per Office: 5AOFO Permit Number. Q-1 58 O J:uns r 1(§ E D 12. Cooling systems a. Central Unit Cap: 29.0:'kBO/hr _ SEER:14.00 _ b. N/A F� C. N/A 13. Heating.systems 0,^ a. Electric Heat.?ump: 9, Cap. 29:0-18fu/hr _ HSPF; 8.10 b. N/A c. N/A. ` , 14. Hot water systems 9 a. Electric Resistance Cap: 5tions 0.9.0 _ 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) Total as -built points: 194.08 Glass/Floor Area: 0.12 F'ASS Total base points: 2296.0 I hereby certify that=the plans and specifications covered by this calculation are in compliance. Florida Energy Code. PREPARED .DATE: 1 hereby certify that this buildin e ' ed, i in compliance with the Florid OWNER/AGENT: DATE: 10/17/06 Review of the plans and FWEs7r specifications;coveredbythis �o cto calculation indicates compliance with the Florida'Energy Code. '"� - '• Before construction is completed a this building will be inspected for r compliance with Section 553908 Florida Statutes_ cDD BUILDING OFFICIAL: DATE: 1 Predominant glass type. vor actual glass type and areas, see:Summer & Winter Glass output on pages 2&4. EnergyGauge® (Version. FLRCSB. v4;.t).) FORM 600A-2004 EnergyGaugeCO 40 SUMMER CALCULATIONS Residential Whole: BuildlIng Performance Method A - Details ADDRESS: , PERMIT #: BASE AS -BUILT GLASS TYPES .18 X Conditioned. X BSPM =Points Overhang Floor Area Type/SC Omt Len Hgt Area X SPM X SQF = Points 18 1584.0 25.78 7350.4 Single, Clear N 7.0 .6.0. `16.2 30.19 0.70 341,15 Single, Clear N 1.6 6.0 23.3 30.19 0.97 685.4 Single, Clear Ei 1.0 4,0 7.1 63.97 0.92 4162 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 ` 57-4,5 Single, Clear S 1.0 6.0 • `16 2 48.2.2 0.94 737:5 Single, Clear W 1.0 6.0 16.2 57.68 0.97 905 0 Single, Clear W 1.0 :60 16.2 57.68 0.9:7 905,0° 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 1.301 6 i As -Built Total: 185.3 79.42.9. 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 10V-3 !A$ 1277.1 Exterior 1082.3 1.90 2056.4 Frame, Wood, Adjacent 11,0 1.600. 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 91.9 Exterior 20.4 4.80 97.9 Adjacent Wood 16.0 2,A0 38A Base: Total. 36A 123.5 As-Built,Total: 36A 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 ,213 X 1:00 33861 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 731.90 -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 22667.0 158.4.0 14.31 22667.0 EnergyGauge@ DCA Form 60OA-2004 EnergyGauge®/FlaRES2004 FLRCSB V4.0 FORM 60OA-2004 EneMyGauge04.0. SUMMER. CALCULATIONS Residential Whole Building Performance Method A -Details, I ADDRESS: , , , PERMIT #; BASE AS -BUILT Summer 7ase-Points: 298766 Summer As -Built Points: 29684.4 Total Summer X System = Cooling Total X Cap X Duet X System :X Credit _ Cooling Points Multiplier' Points Component Ratio. Multiplier Multiplier Multiplier Points (System - .Points) (DM x DSM x AHV.) (sys I, Central Unit 29000 btuh ,SEERltff(19.0)•Ducts:Unc(5);llnc(R),Gar(AH),R6.0(tNSj: 2987fi.6 0.4266 12745.4 29684 1.00 29684.4 1.00 (1.09 x 1.1'50 x0.95) 0.244 1.188 0.244 0.9.50 0.950 9157,0 8157.0 EnergyGaugel" DCA Form;60OA-2004 EnergyGauge®/HaRES'2004 FLRCSB A.0 FORM 60OA-2004 EnergyGauge04.0 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS:., PERMIT #: BASE AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Omt . Len Hgt Area X WPM' X WOF = Poinf .18 1584.0 5.86 1670.8 Single, Clear N: 7.0. 6.0 16.2. 15.07 0;99' 2412 Single; Clear N 10 6.0 23.3, 1507 100 $50.3` Single, Clear E- 1.01 4.0: 7.1 12.37 1.02 89A Single; Clear E 1.0. 6.0. 162. 12.37 1:01 Single, Clear E 1.0 4.0 • 9.8 12.37 1;02 1.2.3A Single, Clear S 10 6.0 16.2 9.90 1..01 16.17 Single, Clear W 1.0 6.0 162 13.25 1.00 2152 Single,.Clear W 1.0 6.0: 162 13,25 1.00 215.2, Single, Clear S 9.0 7.8 40;8 9.90 1.96 791.5 Single, Clear W 1:0 6.0 23.3 13.25 1.00 309.5 As -Built Total: 1$5.3 2699.5 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Paints Adjacent 160.0 1,80 288.0 Concrete, intlnsul, Exterior 4.1 1082.3 3.31 3577A' Exterior 1082,3 2.00 2164.6 Frame, Wood, Adjacent 11.0 160.0 1.80: 288.0 Base Total: 1242.3 2452.6 As -Built Total: 1242.3 3865.0 DOOR TYPES Area. X BWPM = Points_ Type Area X WPM = Points Adjacent 16.0: 4.00: 64.0 Exterior;Insulated 20:4 5.10 104.0 Exterior 20.4 5.10 104.0 Adjacent.Wood 16:0 5.90 94.4 Base Total: 36.4 168.0. As -Built Total: 36;4 196:4 CEILING TYPES Area X BWPM = Points. Type RNalue Area X WPM X WCM: = Points Under Attic 1590.0 0.64 1017.6 Under Attie 30.0 1590:0 °0:64 X 1.00 1017.E 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 183.0(p) -1.9 -34T7 Slab=Qn=Grade Edge Insulation 0.0 183.0(p 2;50 457.5 Raised 0.0 0.00 0.0 Base Total: -347.7 As -Built Total: 183.0 457.5 . INFILTRATION Area .X BWPM = Points Area X WPM _ Points. 1584.0 -0.28 -4415 1584.0 -0.28' -443.5: EnergyGauge® DCA Form 600A-2004 EnergyGauge®/FIaRES'2004 FLRCSI3 v4.0 FORM 600A-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) (DMx DSM x,AM) (sys 1: Elechic Heat Pump"29000 btuh ,EFF ,A) Ducts:Unc(S),Unc(R),Gar(AH),R6:0 4517.8 0..6274 2834.5 7794:6 1.000 (1.078 x 1.160 x 0.95) 0.421 7794.6 1400 1.1.88 0.421 0.950 0:950 3706.5 3706.5 EnergyGaugeT" DCA Form 60OA-2004 EnergyG.auge®/FlaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge@ 4.0 WATER HEATING & CODE COMPLIANCE STATUS 'Residential Whole Building'Performance Method A -.Details [ADDRESS: PERMIT4. 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 Multipl ier 3 2460.00 7380.0 50.0 0.90 3 1.00 2514.67 1. 00 7544.0. A.s.-.Built, Tot;al: 7544.0 CODE COMPLIANCE STATUS BASE A&BUILT Cooling + Heating + Points 'Points Hot,'Water Points = Total 'o Points Cooling Points + Heating + Hot Water Total Points Points Points 12745, 2834 7380 22960 8157 3,707 7544 19408 E PASS EnergyGauge T" DCA Form 60OA-2004 EnergyGauge@/AaRES-2004 FLRCSB v4_0 FORM 60OA-2004 EnergyGauge@ 44.0 Code Compliance Checklist Residential Whole Building Performance !Method A - Details I ADDRESS:. , PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE:CHECKLIST COMPONENTS. SECTION REQUIREMENTS FOR EACH PRACTICE ''CHECK Exterior Windows & Doors 606.1.ABCJ Maximum::3 cfmlsq.ft. window;area•..5..cfmis Aft doorarea. Exterior & Adjacent Walls 6061.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wa foundation &:wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations; between:wall panels & toplbodom plates; between walls and floor. EXCEPTION: Frame walls wherea continuous_ infiltration barrier is installedthat extends fromand is sealed to the foundation tothe to . late. Floors 6,061.ABC.1.2.2 Penetrations/openings >1/8" seated-unless'backed by truss or joint members. EXCEPTION:: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings. 606.1 ABC.1.2:3 Between walls.&:ceilings, penetrations of ceiling plane of top floor; around shafts, Chas soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board &,top play attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that'is sealed at the perimeter. at enetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated;with no penetrations, sealed; or Type IC or non4G 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 regts, 606:1 ABC_1;3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFP have combustion air. SA-72 f1Tl-IFR P9?FSP_RIDT1v9t KACAQ110Ceti . ---------"- L--._.. --- COMPONENTS --- SECTION -- -u.u- au rca�aacna.ca.. 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. Extemal orbuilt4n 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 PSI& Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and;pienum chambersshall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 6.10. Ducts in unconditioned afliosi R-6 min.. insulation. HVAC Controls 607.1 Se` crate readilv accessible. manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min: R-19. Common walls -Frame R-11 orCBS R-3 both sides. Common ceiling & floors R-i1. EnergyGauge, DCA Form 60OA-2004 EnergyGauge®7FIaRE&2004 FLRCSB v4.0' »gym to roof win Mtn a_ tee:#. 9lai6 plem _e_ S by MUSt hOLVQA +i .: __ Of * IMCHeS _ _ Wr, lh.oM «ram 2' lop,,tPI d, uct drop _Zf Ho,GgrRNR IR R PLAN. N025 :*an r k_-tion ._k Ra &; m N FROM 7 m m / 2 3 RIGHT-J CALCULATION PROCEDURES. A,; e, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: CAYMAN 72704 10.9 COMMERCE STREET, LAKE MARY, FL 1746-6206 Phone: (907) 837-2665 Procedure A - Winter Infiltration HTM Calculation'' 1. Winter infiltration AVF 0.80ach x 12720 ft3 x 0.0167 170 cfm 2 Winter infiltiafion load 1.1 x 170 cfm x 32 OF Wrf erTD 5970. Mt 2: Winter infifhatim HTM 5970 Bhtlrl / 222 ftz Total window =: 26.9 BtuhF and door area f roceaure .b - bummer Infiltration NTM Calculation 1. Summer inf elation AVF 0.40 ach x 12720 ft3 x 0:0167 85 cftri 2 Summer infiltration bad 1.1. x85 Cfm x 18 OF SLrmxrTD 1679 Buh a Summer hmarun F-rtm 1679 Btiih / 222 ft� Total window, 7.6 .Btuh and door area .Procedure-C - Latent Infiltration:Gain 0.68 x.43 grAb moist.diff. x 85 cfm 250.1 Btuh rroceaure u - tqufpment Sizing Loads 1. Sensible sizing load Sensible ventilation load 1.1 x 5D cfm vent x 18 OF SLrrrnerTD 090 Btuh Sensible load for stiudure (Line 19) + 19111 Btuh Sum'of ventilation and strutiure bads = 20101 Btuh Rating and ternperAm swing muftiprier x sensble 0:98 Equipment stung bad - 19699 Btuh 2 Latent sizing bad Latent ventilation load 0.68. x 50 cfm vent x 43 grAb. moLst.diff. 1474 Btuh Internal bads = 230 Buh x 5 people + 1150:.Btuh Infiltration bad from Procedure C + 2501 Btuh Equipment smngbad - latent 5125 Btuli Cgnstrtxon Quality.is: a No. of Fireplaces is 0 Bold/Italic values have been manually overridden Printout certified by ACCA:to meet all requilernents of Manual J 7th Ed. Right -Suite Wr,1htSOft ht-Suite Residential'5.5-17 RSR26017 ^' 9 9 2004-Jul-28 09;02:33 AC'CA E:1FilesiLennarOrlando20021CAYMANICAYMAWrsr Page 1 PROJECT SUMMARY Entire House DEL AIR HEATING,AIR CONDITIONING R Job: CAYMAN 717.04 109 COMMERCE STREET, LAKE MARY, FL 327464206 Phone: (407) 831-2665 Av • • • For. UMAR im Desl n Information We ther:. aianx AP, FL , US Winter!Design Conditions° Outside db 38 °F. Inside db 70 'T Design TD 32 `F Heating Summary Summer Design Conditions OLrlside cib 93 OF Inside db 75 °F Design TD 18 'F Daily range Nt Relative humidity 50 % Moisture difference 43 gr/lb Sensible Cooling Equipment Load"Sizing Buldinq heat loss 27888 Bbuh Stnleture Ventilation air 0 cfm. Ventilation Ventilation air loss 0 Btuh Design temperature.swing Design heat bad 27888 Bbut Use Mg. data Rate/svving multiplier Infiltration Total lens. equip. load Method Construction quaClty Fireplaces SrnPlified Average 0 Area (ft) Volume Or) Heat ng- 12720 Cool' 12720 Equiv A� 00 0.g405 Heating Equipment Summary M" BRYANr Trade Model Efficiency 8,1 FSpF Heabig Heating 04XA @ 4TF Ter peralure rise 00 o'F Actual air flow 1000 cfm Air flow factor 6036 dm?Btuh . Static pressure 0.40 n'H20 Space thern'lostat Latent Goofing Equipment Load Sizing Internal gains 1150 .Btuh Ventilation 1474 Btul Infiltration 2501 Btuh Total latent equip. bad 5125 °Btiah TOW equki-rient bad 24824 BtLlf1 paaly at 0:80 SHR 2.1 'tion - Cooling ;Equipment Sum, rnary Mahe BRYANT Trade Gang coil Efficiency 13EER Serlsrble 000iing 23200 .Bhb Latent cooling - 5800 Btuh Total coding 29000 gbh Actual air flow 1000 cfm Air flow factor 0.052 dn0uh Static pressure 0.40 .ri,H2O Load serLAbte heat ratio 80 '% Bold/italic values have been manually overridden RCinW oeriified by.ACCA to meet all requirements of Manual J 7th Ed. wr1.0htsoft Right -Suite Residentiat5.5.17 RSR26017 2004-Jul-28 09:02:33 E:\Files\LennarOrlando2002\CAYMAN\CAYMAN.rsr page 1 RIGHT-`1 WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job: CAYMAN 7.27.04' 109 COMMERCE STREET,. LAKE MARY, FL 32.746-6206 Phone: (407)-831-2665: W S D W G L S S. 0 N A S 0 0 w C W S N K I A L 0 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 TO 1.0 5.0 47.4 16.2 16.2 BEDS a n Sw a c n 0 d 1 1 90 1.0 1,.0 1.0' 5:0 .VA 23.3 2.9. BATH a n nw a c n 0 d 1 1 90 1.0 1.0 1:0: 3.0 39.4 7.1 0.0 BED2 a: n my a c n 0 d T 1 90 1.0 1.0 10 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 39.4 9:8 0 0 MBED a n ne a c n 0 d 1 1 90 1.0 1.0 10 5.0 39.4 162 0.0 a n se ;a c n 0 d 1 1 90 10 1-0 1.0 5.0 47.4 162 2.0 FAMILY a b n n se a c n 0 d 1 1 90 1.0 1.0 1.0 5.0. 47.4 16.2 2.0 ne a c n 0 d 1 1 90 1.0 9.0 1.0 6.8 39.4 40.8 0.0 KITCHEN a n se a c n 0 d 1 1 90 1:0 1.0 1.0 5.0 47A 23.3 2 9 Zt. 'VVr1ghtSOft 'Right -Suite. Residential 5.5.17 RSR26017 2004-Jul-28 09:02:33 /CCk"E:1FileslLennarOrlando20021CAYMAMCAYMAN.rsr Page 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Jobe CAYMAN 7.21.04 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407):931-2665 1 , q 1 �. U (a(rt- ... Entire House UVING N ING BED3 BATH 2 3 Lerc,7lhdexposedwar 183D ft 16.0 'ft' 41A tt 8.0 ft: Roandirr�sors 220 x 16.0 ft 10Q x 14.0 ft 8.0 x 70 ft 4 ' , Cor>aL:Option 80 ft heasoJd tl 110.1 ft heatibd 80 ;-6 heaVood. 8.0 fl he�lood 7YiECF (ST MU Arm Lcadieulj Area Lom(eetiy arm LoecJ(Bltr) Aim Load�lil) Hlg 1: a9 ()9 C.1 (W) H � (ft�17119 G9 ►ft9 I p9 5 Gross �a 14B 4B 21 1288 ""' ,,,; 72 ... ..., .... ,«. .. ,... EVOSEd b 12C:` 29 19 0 :..;. .... 0 .«. ,.» .0,... ... » . ... i+klekand c 13C 32 12, 176 "" .... 55 e 0.0 0.0 0 - 0 ..»: «» 0 «.. ..» top oo : 0 - - 0 .... ,.., o «.« .,.. ..,. .... 6 Wrtinnsand a fC 37.0 145 5341 "" 1 23 as1 . �gss'doarg; b 8C 37.0 " 41: 1505 "" 0 1 '""' 0 0 0 tie3tn9 c 9E 38.7 "' 0 {) t 0 0 ,• : 0 .«. e: 60 0 0 ..» a D p ..». 0.0 7 V\ d3mand North 204 26 ,.„. 534 1 „„ 330 3 ,, EO „„ 0 $lass doors NEW 39.4 90 "" 3550. 0 0 0. "" 0 28p ErW. 0.0 0 0" .' 0 0 "" 0 0 SEF3W 474 69 ""' 3273 0 `""` 0 20. "" 965 C"" 0 Horz 0.0 0 0 0 0 0 '""" p 0 8 Otherdoors 11A 18.9 IV 20 395 260 20: 38E 260 0,' 0 0 9 0 ja b 10D 14.7 99 16 159 0. 0 A 0 0. 0 0 0 c QO OD 0 0 0 D 9 0 0 0 0 0 0 9 Nr# a 14B 4.6 2.1, 1082 4987 2229 35 163 73 305 1.401 627 262 11 ap sed b 12G. ,a 1.9 0 0 0 0 0 0 0 0 0 0 0 Ovals and c 13G 32 12 1e0 � 1.87 176 66 0 0 0 0 0 pions 0 0.0 0.0 0 0 0 0 0 0 0 0 0 e f 0.0 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10 Ceilngs a 16G 11 1A 1590 1679 2201. 352 312 48B 140 14$ 194 59 78 b 16C 2.8 3S 0 0 0 "0 0 0 p 0 0 q 0.0 0.0 0 0 0 0 0 0 0 0 0 0 Id 6.0 0.0 0 0 0 0 0 0 0 0 0 e f 0.0 0.0 0.0 0.0 0 0 0 0 0 0. 0 0 0 0 0 0 0 0 0 D 0 0 0 0 11 Floors a 27A 25.9; 0.0 183 4743 0 1 41 0 41 1 1063 0 if)7 0 (Noiw roan b :19i3 1.1 .0:0 0 0 0 0 0 .0 ' 0 0 0 0 p-Tielerc 0.0 0.0 o a 0 0 0 0 0 0 0 0 is dispr. d 6.0 0.0 6 0 0 0 0 0 0 0 0 0 liorslab floors) a f AD 0.0 0.0 0.0 0 0 0 0 6 0 0 0 0 0 0 0 0 0 0 0 c 0 0 12 Inftalion a 269 T6 222 5970 1679 9e6 2/7 627 179 191 54 13 SLblolalloss*f8;.+11+12 «» 253M... ..». 30 .... ..» 4103 ."" "" 962 Less ederr>alheafiV 0,•.. ... ,.« :0 «.. .«. 0 ,.., lstiarsfeY «» «» ..... .«, ,.,. 0. ,.« ... 0 ... HeafirV red�rtion «...101/1 14 Duct loss WX 2535 "" 10°/ 310 "' 410 " 1fP 90 15 Total loss=13+14 ..» 27" .... .». 3405 ,,.. ,„, 41 ,,,, ,,, 109 16 Int,gaiis .@ u 5 "' 1500 ] "" 300 0 0 �» 0 Appl. @ 120D 2 "" 1800" 0 "" 0 0. •"" 0 0 17 ki gup7+8..+12t16 "" "" 1T374 ,.... ...., 1794 ' " ».:. :... «» ciernal 000irx3 *~' .»- ° ..«. -.», ° .... '" ° ,." .." o Less transfer '�. ..... a .... „„ o „» „„ 0 ..,, „„ 0 cool recrx;ea, 18 Duct gain 101 ... 1737 1mi 179 10, 202 10' - 53 19 TcWRSHga -(17+18YPLF 1.00 "" Vi11 1A0 «.. 19F3 100 .,..162 2715 1A0 581 2D Airrequied Pill) 1000 1000: "" 103 11 30 f?tirlW t 6 t5ed .by ACCA to meet aB requimmer(G of Manual J 7th Ed wr�ghtsoFt Right -Suite Residential.5.5.17 RSR2601.7 2004-Jul-28 09:02:33. E:\Files\LennarOrlando2002\CAYMAN\CAYMAN.rsr Page 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR C.ONDITIONING,R Job: CAYMAN 7.27:04 t09.COMMERCE 'STREET, LAKE MARY, FL 32746-6206 Phone: t407) 01-2665 iwuuuw�.� rn m 1 Nariledroom LE12: IV x NBATH M3ED 2 Latg de.,posedwal 120 ft 10.0,ft 18.0 ft 22.0 11 3 Finar1dirrerlsor>Ss. 120 x 1010'f_t Im x 9.D ft 9.0 x 10.0 ft 14.0 x 17A ft 4 Cet7ngs OmaC pbon 8:0 ft: IheaUmd 8.0 4 heacbooi &0 t( heaftof 80'$ ;hood TYPEOr CST HTM. Area Loed(B►.h) Agee. Load;(BLi1) Area Lned(Bph) A Loadp&) DQ106t E Na Htg I G9 (fF) fft9 I C19 (tip. Htg Clg (W) Htg IClg (ft?) G9. 5 Grom a 1.40 4.6 2:1 96 80,.., TA walsand c 13C 32 12 0 "" 0 0 e 0:0 00 0 "" «' 0 "" 0 6 V*xbNsand a 1C 37A " 16 0 10 gtassdoas b aC. 37.6 0 0 ""' 0 0 0 0 0 tleaSxJ c 9C 38.7 - 6 "'^ 0 0 0 0 0 0 0 e 0.0'. 0 0 ."' . 0 _ 0 0 "" 0. f 00w 0 »» 0 .... 0 7 V\fldws" North 20.4 0 "" 0 0 "" 0 0 ` " 0 o- 42 �lassdoois: NEE 39.4 16 "" 638 0 0 1 «;• 1.: "" 638 Cooii9 ENV On 0 0 0 0 0 SEWV South 47.4 0.0 0 0.: ' «» 0 0 0 0 "" - `0 0 0 0 "" :«.. 0 0 1,. "" 671 0. Horz 0.0 0' "" 0 0- 0 0 .». 0. 0 8 Olha do= a 11A : 18.9 127 0 0 0 0 0 0 0 0. 0 0 b 1CO3 14.7. 9.9 0 4 0 0 0. 0 0 0 0 c OD OD U 0_ 0 0 0 0 0 0. 0 1 0 0 9 Net: a 146. 4.6 2.1 803BB 164 80 369 465 134 .618 276 144 6E2 296 exposed b 12C' 2.9 19 0 0 0 0 0 0 0 0 0 0 walsarxl c 13C 32 12 0 0 n n n n n n paw- d 0:0 e O.0 f O.0 Cep a I 16G1. 1.1 bj 16C 1. 28 11 Floors a 22A 25.9 0.0 12 31' 0 Ic 259 0 18 46T 0 7. % 0 (Noteroom b 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 6 pairtelOr is displ. c d Ob 0.0 0.0 0.0 0 0 D 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 forsiab tbas) a f 0.6 0.00 0.0 0 0 0 0 :6 .0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12' Infiltration a 262 7.6 16 43E 123 0 0 0 XA 74 872. .. 245 13 SulAoWbss=6+8_+11+12 1810 ".' "" .., .... 1fw Less elffMhealing M. •••• •••• ,... ,... 0 "" 0Hea ..,. Less transfer A ,,,,, .,., ,,,, ,.„ 0 .... 0 9 red bl G - .... 0 .... .... ..., ..,, 0 ..,, .... 0 ..,. 14 15 Lhlctldss Tctalloss = 13+14. 101 "" 184 2325 - - 1D°/ +•:• 72 ""' 10° 181; "" «» t0' •••• 355 1987 ; 3909 16 kt gaily Peo* Q 300 0 "" 0 . 0 "" 0 0 1200 0 «.. 0 0 0 U", 0 17 Sulibt lZSli �7+8 +12+-i6 SuM RS .». ,,,• 1092' : .... .... � .. «» .;» ..., «» 2522 Lest Less.trarster "" "" 0 "" "•' CochxJ redsirbrJtion «.. ,... 0 . .... :.» 0 . ». .... 0 ,.. .... 0 18 19 Duct gain Total RSH:ga"17+18) PLF 10°/ 1.00 "" 109 1231 10'/ 1.00 "'° ""' 29 318 10? 1DO ••,• 86 1lP 252 21 Arrequired (can) "" 73 63 "" 17 •« 71 50 1,00 "" 140 2174 145 Printolrt certified by ACCA to meet all requirements of Manual J 7th Ed �nicrgh solFt Right -Suite Residential 5.5.17 RSR26017 2004-Jul-28 09:02 33 �` E:\Files\LennarOrlando2002\CAYMAN\CAYMAN.rsr :Page.2 RIGHT-J WORKSHEET Entire House DEL AIR HEATING.iAIR CONDITIONING,R Job.-: CAYMAN 7.27.04 109 COMMERCE STREET, LAKE MARY.,:FL.32746-6206 Phone: (407) 831-2665 1 IVYV VIX'L.J. I � I dl Nanedrwm FAALY WCHEN 3 nl cirler>sbi's 18.0 x 6A ft t2.0 x mc! ft 4 Gel,gs I (brx1 Option 8:0 ft heeibod 0.0 R t�lbd TYFECF CST HTM Area Load(Blii) Area Laadw) Arm w ENK)S FE NLl Htg I Cig VF) Htg 1. ncla (fF) Htg p9 H�Iq I,q9 . HIg Cig S Gloss a 148:: 4.6 2:1 184 "" ....144 E4x-d b 12C 2.9 1:9 0 0 wabatd c 13C 3.2 12, 0 "" "" 120 •«• ••,. calsons d o.0 0.0 0 .o 6 WiilcbAsald a 1G 37,0 " .: 16 "" 8E1 "" «- «.• glass doors b 8C 37A " 41 1503 0 HE&g ,c 9C . 38.7 » 0 »» 0 0: '.'• d 3C ; 232 ". 0 "" 0 f 0.6 "" 0 0 "" 0 0 7 VtiFct ma-d North 20.4 2 "" 42 3 '"" 60 glassdoors. NEtWV 3a4 41 - 1608 0, - 0 99 E on 0- 0 A "" 0 .». SEJSW 47.4 14 - 671 966 «•• 8 Otierdoors a 11A 189 127 0 0 0 0 0 0 b 160 14.7 9.9 D 6 0 236 159 c, 0.0 0.0 0 0 0 0 0 0 9 Nor a 14B 4.6 2.1 127 586 232. 121: 5% 249' e+posed b 12C 2:9 1.9 0 a 0 0 0 0 w& and c 13C 32 12 0 0 0 104 : 32t 122 PM*- d 0.6 0.0 0 0 0 0 e 0.0 0.0 0. 0 0 0 0 0 f 0.0 OD 0 0 0 0 0 0 10 Ceilings a 16G 1.1 1.41 288 304 3991 21 11 Floors a 22A 252 OA 23 936 0 33 855 0 VOle: room b W 1.1 0.0 0 0 0 0 0 0 paiTeler lc 0.0 0.0 0 0 0 0 0 -0: is do. d 00 0.0 0 0 0 0 0 0 brslab a 0.0 0A 0 c 0 0 0 0 floors) f 0.0 0.0 .0 c 0 0 0 0 12 Infiltration a 26.9 7.6 57 15.5 432 1 1068 298 13 Subl iW loss=f _+11+12 '"" 5127 *"' 4t22 «•• "'• ,;,, Heating m&t ortim 0•+« •••• «,. ... 14 Duct loss t0/ 51 "" 10°/ 412 "" •::•. o +�-� 15 Total loss =' 13+14 "" 5610 "" "" 4E34 •,.. »» .». .... .... 16 Kgairs: Pao*'@ 300 3 "" 900 0 - 0 »» »« AppL, @ 1200 0 - 0 2 - 1800 17 Sub" RSHgain=7+8_+12+16 '"" 1*13 "" 3951 •z" Coxalg redlstidx6on 0 18 Duct gain 101 - 431 10°/ " 395 19 Tds(RSH93"17+18rPL.F' tll0 - 4744 100 g347 2D Air required (c#n) 202 240 "" 163 RrcTW mt W by ACCA to meet aU requirements of Manual J 7th Ed wr�gl �t5oft Right -Suite Residential 5.5.17 RSR26017 ACC", 2004-JuQ8 Oage3 E: \F ileslL e n nor rOr1a n do2002\CAY MA N1CAY MA N. rs P:3 ENERGY PERFORMANCE LEVEL (EFL)- DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* BU The higher the score;: the more efficient the .home; 1. New construction or existing New 2. Single family or multi -family _ Single family 3. Number of units, if multi -family I: 4. Number of Bedrooms _ 3 5. Is this a. worst case? Yes 6. Conditioned floor area (ft?) 1584. W 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 w _ b. SHGC: (or Clear or Tint DEFAULT) 7b. (Clear) ] $5.3 ft' _ 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 1.83:0(p) ft _ b. N/A c. N/A 9. Wall types a. Concrete, Int Insul,.Exterior R=4,1; 1082.3 111 _ 'b. Frame, Wood, Adjacent R=11 0, 160.0 ft1 c. N/A d.N1A e..N/A 10. Ceilingtypes _ a. Under Attic R=30.0, 1590.0 fit 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. lCooling systems a. Central Unit b, NIA c. N/A. 13. Heating systems a. .Electric Heat Pump b. N/A c. N/A. 14. Hot water systems. A. Electric Resistance b. N/A c. Conservation credits (HR-Heat recovery, Solar DHP-Dedicated heat pump) 15: 14VAC credits (CF-Ceiling fan, CV -Cross ventilation, HF=Whole house fan, PT -Programmable Thermostat, MZ-C-Multizone;cooling; MZ-H-Multizone heating) l certify that this home.has complied with;the Florida Energy Efficiency Code Pot Building Construction through theaboveenergy saving features which will be installed for exceeded) in this home before final in twise, new.EPL Display Card will be completed based on installedCo.ia Builder Signature,. ignature• Date: 10/17/06 Address of New Home.- 205 Bella Rosa Circle Sanford, FL 32771 Cap:19.0 JiBtu/h"r _ SEER: 14.00 Cap.29:0:kBtu/hr 1 SPF: 8.10 Cap:'50.0:gallons: _ EF: 0.90 "NUI E : 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 greaten- (or 86 for a US EPA/DOE EnergyStar `designation), your home may qualifyfor energy effrciencv mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 orsee the Energy Gauge web site tit wtit,w fsec.ucf edu for information and a list of certified. Raters. For information about Floridd's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. 1 'Predominant glass type. For actual glass type and areas, see Summer & Winter Glass output on ages 2'&4. EnergyGaugeO (Version: FLRCSPB v4.(�) PT,. PLANS REVIEWED - {, UNIVERSAL C1�5 CITY SA O D E"GImEERING SCIEN REVIEWED am <_wida REVIEWED FOR COD E COMPLIANCE Itatff July 18, 2002 Alan Plante, Chief Plans Examiner Norm Smith, Deputy Building Official fC.EN A ILA. F %—JOR' DA - - Orange County Building Division Administration Building, 1st Floor MANUFACTURER Nam. 201 South Rosalind Avenue�D, �� E� �� ✓S P.O. Box 2867 Orlando; FL 32802-2687 MASTER FILE # (40.7) 836-S760 RE: Florida Extruders Fenestration Ma-sterfile Update Alternate Nalling 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 Lene, Sanford, FL 32771-1600 • (407) 323-3300 Fax (407) 322-3507 d `bCS�f d Lo: -CH hid 1u�n 1�aQ ou c p (i *•, cd woza :.r a i=ea_ 6e as P AMW EMrders AMW f: Regards, PE Sealing Statement: The letter was signed and sealed with an impression seal as required by Section 61(;15-23,00I, F.A_C. A charcoal pencil was applied to .. the impression seal to facilitate reproduction_ Ci.NTRAL FLORIDA. B. D. A_ F. WL4NUFACTUi ER NAME: MASTER FME # � t � / -0'7 - ►JUL 3 0 2002 F1ar 2O02-Lilt-RIA-034 .�._.---" 2540.)ewctr Lane. Sanfard, FL 32771-1600 • (407) 323-33DD • Fax (407) 322-3507 2 cd wcro:i0 Z00Z 60 'das Z6t392B Lot '- 'ON XCj Zuaur3ledaQ 6u1p1tng WOd3 ____ _Jawoasn') oanTeA d99:2D 20 6D da5 1 Alternate, Nailing Schedule and Installation Instructions — Analysis Methodology and Sample Calculation . Load Distribution based on.AAMA 103.3-93 Prrocedura) Guide_ and centroid location based on common shape geometric formulas. may .wr. H.iOh~dth . MM 1.0 � _ "htMdM - WWM 1.0 AAMA 10.3. Cu. 2 LD.O Di. tribulon _ AAAtA 103Z, C—. 1 L—d M---;6ugon Florida Extruders Drawing No. FLEX0026, FLEXD029 and FLEX0030 -d Ctv _ ass CAW Eyebrow Arch - Fixed Lite S„ Half Circle - Fixed Lite Florida Extruders Drawin)q No. FLEX0037 Rectangular Load Dlstribution (where A = Area Al or A2 dependent upon H/W) Triangular A = V� (b)(h) where: b = Jamb Height (H) or Head/Sill Width (W) a = W - 2(H/2) or H - 2(W/2) Trapezoidal A = 1h (h)(a + b) h = H/2 or W/2 2540 )ewett Lane, Sanford, FL 32771-1600 • (407) 323-3300 • Fax (407) 322-3507 5 9d Wd2a :10 Z00z 60 •daS c6759m L@b : 'ON >Md 6ucplma : WQdj •-•••---.--�-.��..ro. .:Icr r7n �n cn aiBC ;c? (ITN` . FLORA B. O. A. F. MANUFACTURER NAME. MASTER FTLE # Non -Rectangular Configurations 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 = '/z(b)(h) b = Sill Width . At.otal = 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 Is0.50" Embedment. is 2.375 - .5 - .050 = 1,825" Nail Allowable at full embedment = 1.825(38) = 69.35 lbs., use 69 lbs. Number of Fasteners = (Load Area (psf) x Design Pressure (psf)] / 69 I Number of Fasteners is rounded up to the next highest full number, Load Area is as shown above. Design Pressure was based on 45 and 70 psf. Fastener Spacing: Based on: One nail is required a maximum 6" from each corner of head, sill or .Jambs. ' • The number of fasteners required for each head, sill or jamb based on the [Loading Area x D.P.]/69 For each head, sill or jamb, the spacing of the required fasteners between the end fasteners is determined by dividing this'space by the number of fasteners required between the end fasteners. This is. done for each of the configurations and a worst case spacing developed for all series window sizes at 45 psf and 70 psf. Example Calculation: Single Hung Window, FLEX0026, Size 2S, 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 = V2(W/2)((H-W)+H)) - Y2(36/2)((62-36)+62))/144 = 5.5 SF A2 = 'h (W/2)(W)/144 = 1/:,(36/2)(36)/144 = 2.25 SF 2540 3:ewett Lane, Sanford, FL 32771-1600 - (407) 323-3300 - Fax (407) 322-3507 6 Ld Wdt7O:ZO MOZ 60 'da5 EGtrS B Lem : 'CH XU3 Naar;-Aedz0 6uIpling : WoLE dcc :7n 7n Pn claR Florj Load on Jamb="70(5.5) = 385 Ibs_ Load on Head/Sill = 70(2.25) = 157.5 Ibs. Number of fasteners Jamb (N) = 385/69 = 5.58 = 6. Number of Fasteners Head/Sill.(N) = 1S7.5/69 2.28 = 3 . Fastener Spacing Jambs = (H - 2(Edge Distance))/((N -2) + 1) _ (62 - 2(6))/((6-2)+i) = 10" Fastener Spacing Head/Sill = (W - 2(Edge Distance))/((N 2) + 1) _ (36 - 2(6))/((3-2)+1) = 12" A similar calculation was performed for the 45 psf D.P. In turn, this calculation was duplicated for all applicable window sizes. The enveloped spacing was developed. based on enveloping similar results from all of window sizes. grouped by the different series windows to arrive at the recommendation of Attachment No. 2. Spreadsheets were developed to mechanize the repetitive calculations. J rnb wz Al b Lb '_WA B.O-. -1 H"arsnw.mr, -gyp /� N CTU;? r NAME He;ghVM&h =HM> t.D MMA 7U3.3. C2LP f 1 oad DILLfIbVbOn 2540 Jewett Lane, Sanford, FL 32771-1600 • (407) 323-3300 - Fax (407) 322-3507 7 6d WCiV :10 Feez 60 daS 7_617s3 3 Lob _CN >Id.j �u=u'i1edaa 6u l pl l ng 143d3 Sep 09 02 02:59P .Valued Customer 566da f IBC.' ATTACHMENT ht0. 2 Alternate Nailing Schedule and Installation Instructions - Fin Frame Window Required Nail Paslode Catalog #650111, 2.375" Long, 0.113' Diameter, Ring Shank Nail per NER-272. Nail Iristallation 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. Minimum of one nail required 6" maximum from each corner on Fans, Eyebrows, Quarter Circles, Half Circles and Octagons. Spacing Between Corner Nails of Rectangular Windows and along arched & .. straight perimeters of Fans, Eyebrows, Quarter Circles, Half Circles, Full. Circles, -Ovals and Octagons. 45 PSF Design Pressure: Maximum of 8" on centerline. 70 PSF Design Pressure: Maximum of 5' on centerline. CEN T HAL F LO..4.1 DA B. O. A. F_ 1VI AN , A CTU-PLEA R NAME:* Flo •- � Ex>vvdrrs MASTER FILE # 2540 Jewett Lane, Sanford, FL 32771-1600 - (407) 323-3300 Fax (407) 322-3507 4 Sd we--e:Ie aeoE 60 'das Zb17SSz3LB Lob -ON Xt73 Gucpj the wo dd Orange. County Fenestration Masterfile List Alternate Nailing Schedule. Dr awing Applicability.- Firs Frame Window MasEerfile No. Dw . No. Descri tion 1 FLEX0029 Horizontal Sliding Window XOX - Fin 3 FLEX0.026 Single Hung Window - Fin 4 FLEX0030 Fixed Window - Fin 4 FLEX0037 Designer Fixed Window - Fin Half -Circle and Eyebrow shown_ Applicable to other c�nfi urations no[e 9 on FLEX0037) MANUFACTURER NAME: MASTER FILE Z540 3ewett Lane, Sanford, FL 32771-1600 (407) 32-3-33o0 • Fax (407) 322-3507 3 bd WdcO : Ie Z06Z 6e 'daS Z6t7S9z3 Le; -OM Xd3 }uaw� +Pd�Q 6u t p i t ng W02d3 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`sapproved 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 3ewett Lane, Sanford, FL 32771-160,0 • (407) 323-3300 • Fax (407) 322-3507 1 !'[ der AM _T1bIffroiiSt' 3. For both considerations, that extrusion section properties remain the same, corner connections do not differ and that the glass thickness and style do not vary. Florida Extruder Milestone Window test reports are based on the largest size window with comparative analysis (performed to the methods promulgated by AAMA 103.3) used to determine the rating of window sizes smaller then those tested. By use of AAMA 103.3 procedures, sound engineering practice is used as mandated by the building code. When extending. the -test results of a single hung window with a straight head to windows with half radius head (2" per 1' slope) or full radius -head (1" per 1' slope), the corner connection., extrusion section and. glass thickness are the critical factors in determining applicability. In all cases for Florida Extruder Milestone Single .Hung Windows with either a straight head or a radius head, the extrusion section, corner connection, and the glass thickness and style are the.same for the straight head as well as the radius head. _ Further, SBCCI PST & ESI Evaluation Guide 115, Doors and Windows states: "All sizes of doors and windows are not required to be tested. If samples selected for testing represent the critical parameters of the range of window a 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." i The independent testing laboratory will test that configuration enveloping those critical parameters, as is the case with Florida Extruder Milestone Window testing. j 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 3ewett lane, Sanford, FL 32771-1600 • (407) 323-3300 > Fax (407) 322-3507 2 File: 2002-LTR-R.)A-019 2540 Jewett Lane, Sanford, FL 32771-1600 • (407) 323-3300 • Fax (407) 322-3507 3 AMF76iida EVs AM kaff6 July 18, 2002 Alan Plante, Chief Plans Examiner Norm Smith, Deputy. Building Official _ 'l +�-�A Orange County Building Division CE x � ,. ,uV�ilkJlf - -A- `�- Administration Building, 1st Floor MAN�FACTURER NIM" ' 201 South Rosalind Avenue P.O. Box 2867 -%D r I �� E,i fr✓cf� yS Orlando, FL 32802-2687 MASTER FME (407) 836-5760 ,9c��. �iviN ' RE: Florida Extruders Fenestration Master -file Update — Alternate Nailing Schedule for Fin Frarn,e Windows - Messieurs Plante and -Smith; This letter updates Florida Extruder Fin Window installation drawings contained in the Orange County Fenestration Master -file 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 Instru ctions. 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 Je-ett Lane, Santord, FL 32771-1600 • (407) 323-3300 • Fax (407) 322-3507 J Zd 'Wdi'S:TP Z00z 60 'daS sCS9t3 Lot 'ONXtl3 3uaw1-ledaQ 6u;ptir,E WOd2 i c Inc_ i co r i ni. t uawozsnn Dan 7 eA dgS :20 ZD 6D das CENTRAL FLORIDA B.O.A-k- MANUFA.+CTUR.ER NA IE: MASTER FH_E $� t___�/ •� :►JUL 3 0 ?002 - riles. 2002-LTR-R]A-024 2540 3ewctr Lane, Sanford, FL 32771-1600 • (407) 3: 3-33D0 • Fax (407) 322-3507 2 WdZ0:L0 Z00Z 60 daS Zbi-592H L0tr `ON XU3 luaur} ied� 6utpttTe WM:f3 fd c7)nc-+.ca r i n+,i jawo�sn7 pant en d6S .FD ZD_ 60 daS i Alternate Nailing Schedule and Installation Instructions — Analysis Methodology and Sample Calculation l Load Distribution based on AAMA 103.3.93 Procedural Gulde and centroid location. based on common shape geometric formulas. e..rom .�.mu h H.tphUWidth • HAV < 1.0 HcighVWidih HTW ► 1.0 ^AMA 103.3. C "0 J L000 Dr. Mb.ki.. MI. 103.3, Casa 1 L-4 W -tr;k-don Florida Extruders Drawing No. FLEX0026, FLEXD029 and FLEX0030 s r O.P.0 Der .o.c,d. Eyebrow Arch - Fixed Lite y Half Circlo - Fixed Lite Florida Extruders DravAn :No. FLEX0037 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 = 'h (h)(a + b) h = Fi/2 or W/2 254-0 Jewett Lane, Sanford, FL 32771-1600 • (407) 323-3300 • Fax (407) 322-3507 5 9d WdLO: TO Z00Z 60 'da5 Z6- 59L8 LOt7 'ON XH-1 iUzwnledzc 6u t p t t rig : WpZij ...J c�nc_Lc'o rinLi JaWo-As n-1 oanTeA C1Rr- n �C) 6o CBS. r >Iltc?� FLORA B. O. A. F. MASTER FME # r/� / � o h Non -Rectangular Configurations Load Distrtbutlon: Loading to the head, sit) 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(R1)/2 H = centroid of 4R/3(3.1416) A2 = Atotal - Al R = Radius Fastener Calculation: Paslode Nail Allowable = 38 lbs./in per NER-272 mail 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 embedr-nent = 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. I Load Area -is as shown above. Design Pressure was based on 45 and 70 psf. Fastener Spacing: Based on: One nail. is required a maximum 6" from each corner of head, sill or jambs. • The number of fasteners required for each head, sill or jamb based on the (Loading Area x D.P.]/69 For each head, sill or jamb, the spacing of the required fasteners between. the end fasteners is determined by dividing this space by the number of fasteners required between the end fasteners. This is done for each of the configurations and a worst case spacing developed for all series window sizes at 45 psf and 70 psf. Example Calculation: Single Hung Window, FLEX0026, Size 2S, 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 = Vz(W/2)((H-W)+H)) - V2(36/2)((62-36)+62))/144 = 5.5 SF A2 = 'h (W/2)(W)/144 = 1/.(36/2)(36)/144 = 2.25 SF 2540 Jewett Lane, Sanford, FL 32771-1600 • (407) 323-3300 - Fax (407) 322-3507 6 Id WdtrO : ZO i:aOZ 6e 'd-S 26tr59LH 4etr 'Q t i(Hj luaw�lpdaa 6ut.pl t ng W083 -.-i c�nc-a.ca r i n-61 .Jawo-4sn_3 Pani eft d6S =Z0 ZD 60 da5 Aff Florida Load on Jamb = 70(S-5) = 3B5 lbs. Load on Head/Silt = 70(2.25) = 157.S lbs. Number of Fasteners Jamb (N) = 385/69 5.5B S Number of Fasteners Head/Sill (N) = 1S7.5/69 = 2.28 = 3 Fastener Spacing Jambs = (H 2(Edge Distance))/((N _- 2) + 1) =.(62 - 2(6))/((6_2)+1) = 10" Fastener Spacing Head/Sill = (W - 2(Edge Distance))j((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.repetibve calculations_ ► ew t►.adrsw w.ca, M A A_p � + ,l �g,U;FR NAME: H right7NRdlh = NMI > 1.0 /� AAMA 103.3. c�tQ 1 Load DIstranybon MASTER FR& # 2540 3ewett Lane, Sanford, FL 32771-16D.0 • (407) 323-3300 - Fax (407) 322-3507 7 6 t LX1tfd 6d wdv@ : TO i'_03Z 60 -daS zsrs za Loh : 'ON }-O3 u iedaQ ? P I - __j oanTeA RD ?_D FD daS Sep,09 02 02.59p. Valued Customer [407) i334-9029 P_6:_. ATTACHMENT NO..2 Alternate Nailing Schedule_ and Installation Instructions - Fin Frame Window ! Required Maiil - Paslode Catalog #6S0111, 2.375 Long, 0.113" Diameter, Ring Shank Nail ; per NER-272. ' 3 r Nail Installation • Nall shall be installed to its -full depth In the side grain offraming members_ Required embedment has considered window frame thickness and a t sheathing thickness of-'lz"_ Sheathing thickness greater that 112. 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 Carner- Nails of Rectangular Windows and along arched & straight perimeters of Fans, l=yebrows; Quarter Circles, Half Circles, Full- Circles,_Ovals and octagons. 45 PSF Design Pressure: Maximum of B" on centerline. 70 PSF Design Pressure: Maximum of 5" on centerline. MANLTACTURER NAME. - Flo E,r-vdrrs MASTER FILE t. C/ t, 2540 Jewett Lane, Sanford, FL 32771-1600 - (407) 323-3300 • Fax (407) 322-3507 4 Sd WCE0:10 c00Z 60 'da5 z6v5928 Let 'ON XU3 juawlledza Gulp[tng {.dZ r- - No. Dw . No. —.Pescril2tion 1 FLEX0029 Horizontal Sliding Window )COX - Fin 3 FLEX0026 Single Hung Window -Fin 4 FLEX0030 Fixed Window - Fin 4 FLEX0037 Designer Fixed Window — Fin Half -Circle and Eyebrow shown. Applicable to other confi urations note 9 on FLEX0037 2540 Jewett Lane, Sanford, FL 32771-1.600 • (407) 323-33oo • Fax (407) 322-3507 3 bd c0:10 D' W 60 'daS 2bt7S9ZH Let TIN XUJ }uawl-Le,—'�Q 6ucpjtng Woazj F kv da videi 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/LS.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 3. For both considerations, that extrusion section properties remain the same, corner connections do not differ and that the glass thickness and style do not vary. Florida Extruder Milestone Window test reports are based on the largest' size window with comparative analysis (performed to the methods promulgated by AAMA 103.3) used -to determine the rating of window sizes smaller then those tested.: By use of AAMA 103.3 procedures, sound engineering practice is used as mandated by the building code. When extending the test results of a single hung window with a straight head to windows with half radius head (2" per.1' slope) or full radius -head (1" per 1' 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. . IFurther, SBCCI PST & ESI Evaluation Guide 115, Doors and Windows states: "All sizes of doors and windows are not required to be tested If samples selected for testing represent the critical parameters of the range of window sizes covered by the proposed Evaluation Report. The samples tested shall be randomly selected from regular production units and installed on the test apparatus in a manner representative of the manufacturer's published installation instructions." The independent testing laboratory will test that configuration enveloping those critical parameters, as is the case with Florida Extruder Milestone Window testing. Therefore, based on the above references, reviews, and discussions, it is concluded that the test results for the straight head single hung windows are also applicable to the half radius and full radius. head single head windows. Any additional questions can be addressed to the undersigned. Thank you. 2540 Jewett Lane, Sanford, FL 32771-1600 * (407) 323-3300 • Fax (407) 322-3507 2 File: 2002-LTR-R.)A-019 2540 Jewett Lane, Sanford, FL 32771-1600 • (407) 323-3300 • Fax (407) 322-3507 3 n, v CONCRETE. OR CAULK BETWEEN Disclaimer Ttieipurpgsearthis instotlofiondrawingiztpfxesenrthemonulocturersrecommendotionsfor IMPORTANT INFORMATION & GENERAL NOTES ONE BY WOOD anchorage (i.e.. concrete screws, wood screws, noils and Vulkem structuraladhesive)to achieve the design , BUCK BY OTHERS MASONRY-- OPENING WOOD BUCK & pressure specified on the fenestration product as required by Florida BuildingCode. section 1707:4_4. These notes are provided to ensure proper installation of Florida Extruders Milestone BY OTHERS MAS'Y. OPENING Anchorage methods. Recommendations regarding flashing. sealing, sealants or other joint sealant practices products and must'be followed fully. (NOTE 6 & 7) P Y BY OTHERS E does not constitute a warranty either expressed or implied. , CAULK BETWEEN B.W. (BUCK WIDTH) t-1/4' MIN- GENERAL INSTALLATION INSTRUCTIONS WINDOW FLANGE I EMBEDMENT & WOOD BUCK 1-1/4' MIN. ONE BY 'WOOD INSTALLATION ANCHOR a ° o EMBEDMENT 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". INSTALLATION ANCHOR SHIM AS REQ'D. 2) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD & JAMBS. A Anchor SILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM 116 ADHESIVE CAULK OR 3/16' DIA. TAPPER `(NOTE `12) 1/4' MAX. Location RIGID VINYL (SEE NOTES) Above APPROVED EQUAL. APPLICATION OF VULKEM 116 ADHESIVE CAULK OR APPROVED STUCCO SHIM AS REQ'D. GLAZING BEAD Meeting BY OTHERS 1/q' MAX (TYP.) Rai(. EQUAL AT FRAME SILL MUST COMPLY WITH SEALANT MANUFACTURER'S PERIMETER CAULK BY OTHERS RIGID VINYL GLAZING BEAD (TYP.) W.H. (WINDOW HEIGHT) CAULK BETWEEN WINDOW FLANGE & PRECAST SILL W/ VULKEM 116 ADHESIVE CAULK, OR APRV'D. EQL. PERIMETER CAULK —\ BY OTHERS (SEE NOTES) FLANGE TYPE WINDOW FRAME HEADER GLASS (TYP.) (SEE NOTES) B.H. (BUCK HEIGHT) FLANGE TYPE WINDOW FRAME SILL PRECAST SILL —v a BY OTHERS SECTION A —A A W.W. A B C D � B W.H. F H I MIN. VIEWED FROM EXTERIOR E K B G A -1 ELEVATION 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 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 ------ APPLIES TO THE FLORIDA EXTRUDERS 1500 AND 2000 SERIES SINGLE FILINGS. 5) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063_ Anchor Location Betow ANCHOR INSTALLATION INSTRUCTIONS Meeting Rail. AE GENERAL: o (WINDOW WIDTH) STUCCO BY OTHERS CAULK BETWEEN WOOD BUCK & SECTION B — B MAS'Y. OPENING Z-i BY OTHERS CONCRETE OR MASONRY OPENING BY OTHERS X4, 2X6, 2X8 WOOD BUCK Y OTHERS (SEE NOTE 16 & 23) INE BY WOOD BUCK BY OTHERS OPTIONAL) (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. w� REV DESCRIPTION Z REVISED ANCHOR LOCATION O w II IN JAMB OF SIZE 37. NO Q w f % CHANGE IN OIJANTITY- 16 2��4 l ADDED DISCLAIMER AND W ii E CLARIFIED LOCATION OF O g JAMB ANCHORS. ' 6) NAIL ATTACHMENT OF NON-STRUCTURAL ONE BY BUCK IS,1" FROM EACH CORNER 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 s DESIGN SPECIFICATION FOR WOOD CONSTRUCTION). i [SEE SHEET 2 FOR CONTINUATION OF NOTES] SATE IN I FL0RIDA EXTRUDERS INTERNATIONAL, JEWETT LANE 4/23704 R JA CERTIFICATE OF AUTHORIZATION NO. 9235 SANFORD FLORIDA TITLE: I NSTALLAT I ON DETAIL 7/29/04 R JA SGL- HUNG FLANGE WINDOWS - SERIES 1000, 1 500 & 2000 DRAWN BY: BB APPROVED BY:RJA DATE:7/29/04 ISCALE: NTS DWG.: E_LE X0016, SHT I — / TAPPER LOCATION CHART CALL BUCK LOCATIONS IN HEAD LOCATIONS IN JAMB 30PsF TO 40PsF 4 1 PSF t0 70PSF 30PsF TO 40PSF 4 1 PSF TO 70PsF SIZE SIZE 12 18 1/8 X 25 B 8 F.G F,G F,G F,G 13 18 1/8 X 37 3/8 B B B 6 F,G F.G 14 145 18 1/8 X 49 5/8 18 1/8 X 55 1/4 B 8 F,G F,G 15 18 I/8 X 62 .B B B F.G F,G F.G F.G.H.I 16 18 1/8 x 71 B B B F.G F,G,J,K 17 18 1/8 x 83 25 1/2 X 25 8 8 F.G F.G 1 H2 1 H3 25 112 x 37 3/8 B B F,G F.G I H4 25 112 X 49 5/8 B 8 F.G F,G F,G,H,1 F.G.H.1 1 H45 25 1/2 X 55 1 /4 B B B F,G F.G,H,I 1H5 1H6 25 1/2 X 62 25 1/2 X 71 B B B F.G F,G,H.1 1H7 25 1/2 X 83 B B F,G,J,K F,G,J,K F'G 30 1/2 X 26 29 I/2 X 25 B B B F,G F,G F,G 30 1/2 X 38 3/ 29 1/2 X 37 3/8 B B . F.G F,G,H,I 30 1/2 X 50 5/ 29 1/2 x 49 5/8 B 8 F.G F,G.H,1 30 112 X 56 1/4 29 1/2 X 55 1/4 B B F,G F,G,H.1 30 1/2 X 63 30 1/2 X 72 29 1/2 x 62 29 1/2 X 71 B B 8 F,G,H,I F,G,H,I 30 112 X 84 29 i 2 X 83 B B F.G,J,K F.G F,G.J,K F,G 22 23 36 x 25 36 x 37 3/8 B 8 B 8 F.G F,G 24 36 x 49 5/8 8 8 F.G. F,G F,G,H,I F,G,H,i 245 36 x 55 1/4 36 62 B B B 8 F,G,H,I F,G,H.1 25 26 x 36 x 71 B B F,G,H,I D,E,F,G.H.1 27 36 x 83 8 B F G J K F,G,H,I,J,K 42 x 26 41 x 25 B B F,G F,G F,G F,G,H,I 42 x 38 3/8 42 x 50 5/8 41 x 37 3/8 41 x 49 5/8 8 B B B F,G F,G,H;1 42 x 56 1/4 41 x 55 1/4 B B B F,G,H,I F,G,H,I F,G,H,I D,E,F,G,H,1 42 x 63 42 x 72 41 x 62 41 x 71 B B 8 F,G,H,I D.E.F,G•H,I 42 x 84 41 x 83 8 8 F G J K F,G,H,I,J,K 48 x 26 47 x 25 B B A.0 A.0 F,G F,G F,G F,G,H,I 48 x 38 3/8 48 x 50 5/8 47 x 37 3/8 47 x 49 5/8 B A.0 F,G F,G,H,1 48 x 56 1/4 47 x 55 1/4 8 A.0 A,C F.G.H,I F,G.H•1 F.G.H,I D,E,F,G,H.1 48 x 63 48 x 72 47 x 62 47 x 71 B B A.0 F,G,H,1 D.E.F,G,H,I 48 x 84 47 x 83 B A.0 F,G.J,K D.E,F,G,H,I,J.K 32 33 52 1/8 X 25 52 1/8 X 37 3/8 B B A.0 A.0 F,G F.G F,G,H,I 34 52 1/8 X 49 5/8 B A.0 F,G,H,1 F,G,H,I 345 52 1/a X 55 1/4 B A.0 F.G.H,I D•E•F,G.H,I 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,I D.E.F,G,H,I . 37 52 1/8 X 83 .B A.0 F,G,J,K I D.E,F,G•H,I,J,K • 37 SIZE NOT AVAILABLE IN 1 UUU UK I oUU JtKttl . IMPORTANT INFORMATION & GENERAL NOTES (cont.) ANCHOR INSTALLATION INSTRUCTIONS (conL) 3/16" DIA. TAPPER CONCRETE SCREW (WITH NON-STRUCTURAL ONE BY WOOD BUCK): 12) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A NON-STRUCTURAL ONE BY WOOD BUCK (NOTE 7), USE A 3/16" DIA. TAPPER CONCRETE SCREW OF SUFFICIENT LTH. TO ACHIEVE MIN. EMBEDMENT OF 1-1/4" INTO MASONRY OR CONCRETE. 13) SEE THIS SHEET FOR TAPPER INSTALLATION ANCHOR LOCATION CHART. LETTER DESIGNATIONS ON THE TAPPER LOCATION CHART INDICATE WHERE TAPPER CONCRETE SCREWS ARE TO BE INSTALLED. WHEN USING THE EXTERIOR ELEVATION AS A KEY. -14) TAPPER (RAWL) CONCRETE SCREW MANUFACTURED BY POWERS FASTENING, INC. WILL BE USED. TAPCON (by ELCO TEXTRON INC.)-OR TTTEN (by SIMPSON STRONG -TIE) CAN BE SUBSTITUTED WITH THE FOLLOWING LIMITATIONS FOR THE SINGLE HUNG WINDOW SIZES (1) 18 1/8 x 62 AND (2) 30 1/2 x 84: a) LIMIT TO 65 PSF, OR b) INSTALL ONE ADDITIONAL FASTENER IN EACH JAMB OVER CHART REQUIREMENTS AT LOCATIONS H AND I. 15) ALL REMAINING FACTORY APPLIED INSTALLATION FASTENER HOLES NOT USED FOR TAPPER CONCRETE SCREW INSTALLATION SHOULD BE FILLED WITH #8 WOOD SCREWS OF SUFFICIENT LTH. TO PROVIDE MIN. 5/8 IN. EMBEDMENT INTO WOOD BUCK. VIEWED FROM EXTERIOR (ANCHOR LOCATIONS) W.W. FA 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 LISTED IN TAPPER ANCHOR CHART FOR NON-STRUCTURAL BUCK INSTALLATION, USE ANCHOR QUANTITY LISTED FOR NEXT LARGER SIZE, FOR THE APPROPRIATE DESIGN PRESSURE REQ'D. I 20) INSTALLATIONS DEPICTED IN THESE INSTRUCTIONS ACCEPTABLE FOR DESIGN PRESSURES TO 70 PSF FOR THE WINDOW SIZES SHOWN IN THE CHART. DESIGN PRESSURES (D.P.) SHOWN ARE POSITIVE AND NEGATIVE. 21) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. 22) COMPLIES WITH FBC, CHAPTER 17 SECTIONS 1707.4.4.1 FOR ANCHORING REQUIREMENTS, 1107.4.4.2 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. RE v FLORIDA EXTRUDERS`2540NJEWE T LANE INC B SANFORD FLORIDA C CERTIFICATE OF AUTHORIZATION N0. 9235 D TITLE: INSTALLATION DETAIL E SGL. HUNG FLANGE WINDOWS - SERIES 1000, 1500 & 2000 DRAWN BY: R JA TAPPROVED BY: R JA DATE:7/29/04 ISCALE: NTS DWG.:FLEX0016, SHT 2 OF 2 SHEATHING BY OTHERS STUCCO .J 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 a Q O n INSTALLATION ANCHOR #8 WOOD SCREW W/PLASTIC ANCHOR (TYP. WHERE TAPPERS ARE NOT REQ'D- SEE NOTE 20) LIBERALLY APPLY CAULKING UNDER SILL OR SET SILL IN BED OF CONCRETE (SEE NOTE 2). SHIM AS REQUIRED (SEE NOTE IX a o INSTALLATION ANCHOR #8 WOOD SCREW (NOTE 21) TWO BY WOOD BY OTHERS (NOTE 6) 1-1/8' MIN. EMBEDMENT SLIDING GLAS DOOR FRAME HEAD TEMPERED GLASS (TYPJ CAULKING REQUIRED — (SEE NOTE 2) 1/2 6 —DOOR WIDTH SLIDING GLASS DOOR FRAME JAMB 1/4' MAX. SHIM SPACE DOOR HEIGHT 1 EMBEDMENT 0 1-1/4' MIN. � D INSTALLATION ANCHOR N w 3/16' DIA. TAPPER D (NOTE 15) o w CONCRETE OR o z MASONRY OPENING J BY OTHERS W w a SECTION A -A 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 #8 WOOD SCREW (NOTE 21) STUCCO OR SIDING BY OTHERS EXTERIOR ELEVATION 2 PANEL DOOR SHOWN (SEE NOTES 8, 9 & 10) CAULK BETWEEN DOOR FLANGE & SHEATHING SHEATHING BY OTHERS TEMPERED — GLASS (TYP.) CAULK BETWEEN HOOK STRIP & WOOD BUCK I 1/8' MIN- E BEDMENT (TYP.) 3/4' MAX. SHEATHING BY OTHERS SLIDING GLASS DOOR INTERLOCK HEIK STRIP DETAIL Disclaimer: The purpose of this installation drawing is to present the manufacturer's recommendations for anchorage (i.e.. concrete screws and wood screws) to achieve the design pressure specified on the /C\ fenestration product as required by Florida Building Code, Section 1707.4.4. Anchorage Methods. Recommendations regarding flashing, sealing, sealants or other joint sealant practices does not constitute a warranty either expressed or implied. IMPORTANT INFORMATION & GENERAL NOTES These notes are provided to ensure proper installation of Florida Extruders Milestone products and must be followed fully. GENERAL INSTALLATION INSTRUCTIONS 1) SHIM AS REQ'D. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. MAX. ALLOWABLE SHIM STACK TO BE 1/4". LOAD BEARING SHIM AT SILL MUST BE PRESSURE TREATED WOOD OR PLASTIC AND MUST BE COMPLETELY ENCAPSULATED IN CAULKING OR SET INTO WET CONCRETE. 2) USE SILICONIZED ACRYLIC CAULK BEHIND DOOR FLANGE AT HEAD & JAMBS. LIBERALLY APPLY SILICONIZED ACRYLIC CAULKING UNDER SILL OR SET SILL IN BED OF WET CONCRETE. CAULK BETWEEN BACK CORNER OF SILL RISER AND CONCRETE. CAULK ALL FASTENER HOLES PRIOR TO INSTALLING FASTENER AND AROUND HEAD AFTER INSTALLATION. 3) USE SILICONIZED ACRYLIC CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF DOOR AND BETWEEN HOOK STRIP & BUCK FOR POCKET DOORS. 4) JAMB AND SILL CORNERS ARE TO BE SEALED WITH A SMALL JOINT SEAM SEALER. 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. / REV DESCRIPTION REWSED NOTES 7, 2. 3. 6. 11. 20. 25 k 30 AND ADDEO AND/OR RVASEO RELATED REFERENCES AND/OR ILLUSTRATIONS. ADDED NOTE DEC 1 6 2 20 AND RELATED ILLUSTRATIONS. TO 29 DND R NOTES TO 10 21 70 29 AND REVISED REFERENCES TO THESE NOTES. RENTSEO TAPPERS FOR 9Oxx 3-PANEL DOORS. C ADDED DISCLAIMER. [SEE SHEET 2 FOR CONTINUATION OF NOTES] DATE INIINTERNATIONAL, FLORIDAR=IDA EXTRUDERS INC. 2540 JEWETT LANE 12/18/03RJA CERTIFICATE OF AUTHORIZATION NO, 9235 SANFORD FLORIDA TITLE: SLIDING GLASS DOOR 500, 1000 & 2000 FRAME INSTALLATION WITH #8 SCREWS 7/29/04 IRJA I DRAWN BY: BB APPROVED BY: RJA ATE: 7/29/04 SCALE: NTS 1� ANCHOR INSTALLATION CHART Nominal Door Size and Configuration Door Size REQUIRED QUANTITIES OF ANCHORS HEAD (#8 WS) SILL (TAPPER) JAMBS (#8 WS) HOOK STRIP (t/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 1 3 3 3 8 8 5068 XX, OX, XO 60 x 80 . 6 6 6 1 3 3 3 8 8 6068 XX, OX, XO 72 x 80 8 8 8 1 4 4 4 8 8 8068 XX, OX, XO 96 x 80 10 10 10 5 5 5 8 8 10068 XX OX XO 120 x 80 12 12 12 6 6 7 (131) 8 8 5080 XX, OX, XO 60 x 96 6 6 6 3 3 3 10 10 6080 XX, OX, XO 72 x 96 8 8 8 4 4 4 10 10 8080 XX, OX, XO 96 x 96 10 10 10 5 5 5 10 10 10080 XX OX XO 120 x 96 12 1 12 12 6 6 7 (131) 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 109 118 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 (D2) 11 (D3) 8 8 9080 OXO 109 1/8 x 96 12 12 12 6 6 6 10 10 12080 OXO 145 1/8 x 96 14 14 14 7 8 131 9 D2 10 10 15080 OXO 181 118 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 (D2) 10 (D3) 12 12 9068 XXX 106 5/8 x 80 12 12 12 6 6 6 8 8 12068 XXX 142 5/8 x 80 14 14 14 7 7 8 (D1) 8 8 15068 XXX 178 5/8 x 80 16 16 16 8 10 (132) 11 (133) 8 8 9080 XXX 106 5/8 x 96 12 12 12 6 6 6 10 10 12080 XXX 142 5/8 x 96 14 14 14 7 8 (D1) 9 132 10 10 15080 XXX 178 518 x 96 16 16 17 8 1.1 (D3) 13 10 10 90100 XXX 106 5/8 x 120 12 12 12 6 6 6 12 12 1201OO.XXX 142 5/8 x 120 14 14 14 7 9 (D2) 10 (D3) 12 12 10068 OXXO 119 5/8 x 80 12 12 12 6 6 7 D1 8 8 12068 OXXO 143 5/.8 x 80 14 14 1 14 7 7 8 8 16068 OXXO 191 5/8 x 80 18 18 18 9 10 (D1) 8 8 10080 OXXO 119 5/8 x 96 12 12 12 6 6 10 10 12080 OXXO 143 5/8 x 96 14 14 14 7 8" D1 ft7D 10 10 16080 OXXO 191 5/8 x 96 18 18 19 9 12 (D3) 10 10 100100 OXXO 119 5/8 x 120 12 12 12 6 6 ) 12 12 120100 OXXO 143 5/8 x 120 14 14 14 7 9 (132) 10 D3 12 12 160100 OXXO 191 5/8 x 120 18 19 22 10 (D1) 13 (D4) 16 (D7) 12 12 10068 XXXX 117 114 x 80 12 12 12 6 6 6 8 8 12068 XXXX 141 1/4 x 80 14 14 14 7 7 8 (D1) 8 8 16068 XXXX 189 1/4 x 80 16 16 16 9 (D1) 10 (132) 12 (134) 8 8 10080 XXXX 117 114 x 96 12 12 12 6 6 7 D1 10 10 12080 XXXX 141 1/4 x 96 14 14 14 1 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 12 6 6 7 (D1) 12 12 120100 XXXX 141 1/4 x 120 14 14 14 7 8 D1 10 133 12 12 160100 XXXX 1/4 x 120 16 18 21 10 (D2) 13 (135). 15 (D7) 12 12 ..189 ANCHOR INSTALLATION CHART NOTES: 1) IN SOME CASES TAPPERS ARE REQ'D_ IN BOTH FACTORY APPLIED INSTALLATION HOLES_ "D1" THROUGH "D7" DESIGNATES IN WHICH SIZE & £ONFIGUREATIONS TWO TAPPERS ARE REQ'D. 2) "D1"MEANS, INSTALL TWO TAPPERS IN ONE SET OF INSTALLATION HOLES. 3) "132" MEANS, INSTALL TWO TAPPERS IN TWO SETS OF INSTALLATION HOLES. 4) "D3" MEANS, INSTALL TWO TAPPERS IN THREE SETS OF INSTALLATION HOLES. 5) "D4" MEANS, INSTALL TWO TAPPERS IN FOUR SETS OF INSTALLATION HOLES. 6) "D5" MEANS; INSTALL TWO TAPPERS IN FIVE SETS OF INSTALLATION HOLES. 7) "136" 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 (cont) 7) FLORIDA EXTRUDERS 1000 SERIES SLIDING GLASS DOOR IS SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS SOO AND 2000 SLIDING GLASS DOORS. 8) WHERE "X" REPRESENTS MOVING PANEL AND "O" REPRESENTS FIXED PANEL, APPROVED CONFIGURATIONS ARE AS LISTED ON THE ANCHOR INSTALLATION CHART. 9) NOT ALL CONFIGURATIONS LISTED ON THE ANCHOR CHART ARE SHOWN -ON THIS DRAWING, HOWEVER INSTALLATION SECTIONS "A -A", "13-8" & HOOK STRIP DETAIL APPLY TO INSTALLATION OF ALL APPROVED CONFIGURATIONS. 10) FOR POCKET DOOR SIZES, USE CLOSEST BYPASS DOOR SIZE AND CONFIGURATION TO FINISHED OPENING.. ANCHOR INSTALLATION INSTRUCTIONS GENERAL: 11) ALL INSTALLATION ANCHORS MUST BE MADE OF CORROSION RESISTANT MATERIALS OR HAVE A CORROSION RESISTANT COATING APPLIED SUITABLE FOR THE ENVIRONMENT AND/OR FRAMING MATERIAL WHERE ANCHORS ARE USED IN PRESSURE -PRESERVATIVE TREATED WOOD, THE WOOD SUPPLIER SHALL BE CONSULTED FOR RECOMMENDATION OF ANCHORS COMPATIBLE WITH THE PRESSURE -PRESERVATIVE TREATMENT PROCESS USED. 12) ALL FIELD SUPPLIED HOLES IN THE FRAME (IF REQUIRED) WILL BE 3/16" IN DIAMETER. 13) WOOD SCREWS SHALL MEET ANSI 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 1-1/8" MIN. EMBEDMENT INTO THE TWO BY WOOD BUCK RECEIVING THE POINT. 22) SEE ANCHOR INSTALLATION CHART THIS SHEET FOR #8 WOOD SCREW REQUIREMENTS IN HEAD, JAMBS AND HOOK STRIP. 23) WOOD SCREWS SHALL NOT BE USED TO FASTEN HEAD, JAMBS OR HOOK STRIP INTO THE END GRAIN OF WOOD. 24) WOOD SCREW WITHDRAWAL VALUES USED TO GENERATE FASTENING REQUIREMENTS FOR THE POCKET DOOR HOOK STRIP ONLY ARE BASED ON A SPECIFIC GRAVITY OF 0.55 FOR SOUTHERN PINE. 25) ALL REMAINING FACTORY APPLIED INSTALLATION FASTENER HOLES NOT USED FOR #8 WOOD SCREW (1 1/8" MIN. 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 E1300 GLASS CHARTS. 30) COMPLIES WITH FBC, CHAPTER 17 SECTIONS 1707.4.4.1 FOR ANCHORING REQUIREMENTS, 1707.4-4.2 FOR MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATES AND 1707.4.4.3 FOR WOOD OR APPROVED FRAMING MEMBERS, MARCH 1, 2002- .EV - INTERNATIONAL, INC. A FLORIDA EXTRUDERS 2540 JEWETT LANE CERTIFICATE OF AUTHORIZATION NO. 9235 SANFORD FLORIDA B TITLE: SLIDING GLASS DOOR 500, 1000 & 2000 FRAME INSTALLATION WITH #8 SCREWS DRAWN BY: BB APPROVED BY. RJA DATE:7/29/04 SCALE: NTS DWG #: FLEX0027 SHEET 2 Of 2 STUCCO — BY OTHERS INSTALLATION ANCHOR d8 SCREW WOOD (TYP. — WHERE TAPPERS ARE NOT REQ'D. - NOTE 22) SECTION A -A CAULKING AT FASTENER HOLES REQUIRED (SEE NOTE 2)- SLIDING GLASS DOOR FRAME SILL I/4" MAX SHIM SPACE I L =1 45====1 SLIDING GLASS DOOR FRAME HEAD TEMPERED GLASS (TYP.) CAULKING REQUIRED (SEE NOTE 2>- 1/2 ,6 DOOR HEIGHT I � a o o Q o 0 EMBEDMENT INSTALLATION ANCHOR 1-1/q" MIN. ti8 WOOD SCREW W/PLASTIC ANCHOR (iYP. WHERE TAPPERS ARE NOT REQ"D. INSTALLATION TAPI'ERHOR SEE NOTE 22) 3/16' DIA. (NOTE 17) LIBERALLY APPLY CAULKING UNDER SILL CONCRETE OR OR SET SILL iN BED MASONRY OPENING OF CONCRETE (SEE -NOTE 2). SHIM AS REQUIRED,(SEE,NOTE u. BY OTHERS TEMPERED GLASS (TYP.) - - MA SPACE 1 1/4' MIN._ 2_X4, OR 2x8 WOOD -- EMBEDMENT .2X6, - -- — BY OTHE- - RS <NOTE 6> ONE BY WOOD BUCK BY OTHERS (NOTE II & 12) INSTALLATION ANCHOR a8 WOOD SCREW (TYP.) (NOTE 23) CAULK BETWEEN (ANCHORS, SHOWN IN SAME PLANE FOR CLARITY ONLY. Q WOOD BUCK & HOOK STRIP ANCHOR HOLES MAS'Y, OPENING SPACED 2' APART ON BY OTHERS OPPOSITE ;FLANGES.) SHIM AS REQ'D- (SEE NOTES) SLIDING GLASS DOOR HOOK STRIP CONCRETE OR MASONRY OPENING a BY OTHERS :1 Q CAULK QE l WEEN HOOK STRIP & a WOOD BUCK 11 1/8' MIN. EMBEDMENT (TYP.) 4 Q a a INSTALLATION ANCHOR 3/4• MAX 3/16' DIA. TAPPER (NOTE 17) a CAULK BETWEEN /— DOOR FLANGE & WOOD BUCK TEMPERED GLASS (TYP.)- PERIMETER a STUCCO CAULK BY CONCRETE OR HaaK BY OTHERS �Tl OTHERS MASONRY OPENING STRIP DETAIL SL I DING GLASS` DOOR BY OTHERS —�— S.G.D. WIDTH INTERLOCK STUCCO for By OTHERS Disclaimer The purpose of this installation drown ands to prent the mnufacturer's to achieve he design pre sure petit ed onSit e SECTION B-B ri EXTERIOR ELEVATION 2 PANEL DOOR SHOWN (SEE NOTES 8, 9 & 10) anchorage (i.e.. concrete screws. wood screws o fenestration product as required 6y Florida Building Code. Section 1707.4.4. Anchorage Methods /C\ Recommendotions regarding flashing. sealing. sealants or other joint sealant proclices does not constilute o worronly 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 T) SHIM AS RE(YD. AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM- MAX. ALLOWABLE SHIM STACK TO BE 1/4"- LOAD BEARING SHIM AT SILL MUST BE PRESSURE TREATED WOOD OR PLASTIC AND MUST BE COMPLETELY ENCAPSULATED IN CAULKING OR SET INTO WET CONCRETE. 2) USE SILICONIZED ACRYLIC CAULK BEHIND DOOR FLANGE AT HEAD &JAMBS- LIBERALLY APPLY SILICONIZED ACRYLIC CAULKING UNDER SILL OR SET SILL IN BED OF WET CONCRETE. CAULK BETWEEN BACK CORNER OF SILL RISER AND CONCRETE. CAULK ALL FASTENER HOLES PRIOR TO INSTALLING FASTENER AND AROUND HEAD AFTER INSTALLATION. 3) USE SILICONIZED ACRYLIC CAULK.FOR PERIMETER SEAL AROUND EXTERIOR OF DOOR AND BETWEEN HOOK STRIP & i BUCK FOR POCKET DOORS- 4) JAMB AND SILL CORNERS ARE TO BE SEALED WITH A SMALL JOINT SEAM SEALER. 5) DOOR FRAME MATERIAL: ALUMINUM ALLOY 6063. TO BE S 6) TWO BY WOOD BUCK AND/OR FRAMING AT THE HOOKSTRIP ECURELY FASTENED TO TRANSFER THE LOAD TO THE MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE PER FBC, SECTION I707.4.4.2 AND THE ENGINEER OF RECORO'S ' 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: EL AND "0" REPRESENTS FIXED PANEL, APPROVED CONFIGURATIONS ARE AS g) WHERE "X" REPRESENTS MOVING PANAkl �< LISTED ON THE ANCHOR INSTALLATION CHAR,; R CONTINUATIONYOF NOTESI W ` REV DESCRIPTION DATE INI ! B R(�ISCO NOTCS I- 2. 3.. 6. IT. 12. 31 u+0 -OD(O t 2/ 1 8/03 R J 1 to I 13. 16. 22. 23 k oc w —O/OR RC,SCO RCUTCO RCF(R(NOCS I O/OR IL(uSTRATIONS. O � �' RCNuuOCRCO Not(S 6 TO IO N O RCISCO REFERENCES TO TNCSC U lJ li -NOICS RCMSCO T4' RS FOR 90" 3-I'—CL DOORS. --- -- C ADDED 0ISCWMER 7/29/04 , INRNI-0i�i'l�L INC �T O xrT WCTT LAN[ L, T, E 2 y4 0 J E I " FORD FLoR11)A_ CERTIFICATE r THORIZA N-_NO. 9235 SkN —.---- TITLE: ID GLASS DOOR 500, 1000 & 2000 MASY INSTALLATION WITH NON-STRUCIj`AI- ONRBUCK AND TAPPERS - DRAWN ByBB APPROVED 13Y: (J%� DATE://29/04 SCALE:NTS DWG #:FLEX0021 STILE- IMPORTANT INFORM ,TION & ERAL NOTES (cont.) ANCHOR INSTALLATION CHART REQUIRED QUANTITIES OF AN(;t L)K`> HEAD & SILL (TAPPER) EACH JAMB (TAPPER) HOOK STRIP (#8 WS) Nominal Door Size Door Size TO 46 PSF 61 PSF TO 61 PSF TO TO 70 PSF and Configuration TO TO 60 PSF 70 PSF 45 PSF 60 PSF 70 PSF 4 8 3 3 4 4068 XX. ox. XO 48 x 80 3 4 4 3 3 8 60x80 3 SG68 XX, OX. XO 4 4 4 4 8 6068 XX, OX. XO 72 x 80 4 4 4 5 5 8 8068 XX, OX. XO 96 x 80 5 q 6 6 7 (D1) 4 8 120 x 80 10068 XX OX XO 3 3 5 5 10 5080 XX, OX XO 60 x 96 3 5- 4 10 6 72x96 4 4 6080 XX, OX, X5 5 5 10 8080 XX. Ox. XO 96 x 96 5. 5 5 5 6 6 7(D1) 10 120x96 10080 XX OX XO 3 6 6 12 50100 XX, OX. XO 60 x 120 3 3 6 6 12 72 x 120 4 4 4 60100 XX, OX XO 6 6 7 .(D 1) 12 5 5 8010O XX OX XO 96 X 120 4 4 8 109 118 x 80 6 6 6 9068 OXO 4 4. 7 9 D2 8 12068 OXO 145 1/8 x 80 7 4 4 181 1/8 x 80 8 8 15068 OXO 5 5 6 10 9080 OXO 109 118 x 96 5 145 118 x 96 7 512080 10 10 OX0 8 5 5 15080 OXO 181 t/8 x 96 7 D 1 6901000X0 W 12 109 118x 120 6 7 6 7 {D1) 12 120100 OXO 145 118 x 120 4 4 8 106 5/8 x 80 6 9068 XXX 4 4 8 12068 XXX 142 5l$ x 80 7 7 B 01 4 8 70 (D2) 11 (D3) " 4 8 178 5/8 x 80 15068 XXX 5 5 6 10 9080 XXX 106 518 z 96 6 6 5 1425/8x96 7 8 D1 9 5 •10 10 12080 XXX 178 518 x 96 8 1 1 (D3) 13 5 5 180 XXX 507 12 6 6 90100 XXX 106 518 x 120 6 6 6 7 7 9 (D2) 10 (03) 12 12010O XXX 142 518 x 120 4 4 8 t19518x80 6 6 7 D1 10068 OXXO 4 q 8 12068 OXXO 143 518 x 80 7 7 8 D1 4 4 9 10 (DI) 12 (D3) 8 16068 OXXO 191 518 x 80 6 -7 01 5 5 10 10080 OXXO 119 5/8 x 96 6 5 5 10 1435/8x96 7 8 O1 9 D2 } 12080 oxxo 5 5 9 12 (03) 14 (OS) 10 t 16080 OXXO 191 5/8 x 96 7 D1 6 7 D1 12 100100 OXXO 119 5/8 x 120 6 6 9 16 D3) 6 7 01 12 120100 OXXO 143 518 z 120 ( 6 7 (D1) (D 160100 OXXO 191 518 x 120 10 (01) 13 (D4) 16 (D7) 12 B 10068 XXXX 117 114 x 80 6 6 6 4 4 4 4 8 12068 XXXX 4 q 114 x 80 9 (Di) 1 141 1/4 x 80 T �67 8 16068 XXXX189 5 5 10080 XXXX 117 1 /4W 5 10 10 5 12080 XXXX 141 1148 D1 9 D2 5 5 10 16080 XXXX 189 114 12 (D4) 13 (D5) 7 D1) 12 7 01 ��6 100100 XXXX 117 1/4 6 7 D1 10 D3 12 120100 XXXX 141 1/4 8 D1 182 114 13 (D5) 15 (D7) 7 (C 12 160100 XXXX ANCHOR INSTALLATION CHART NOTES: ARE REQ'D_ IN BOTH FACTORY APPLIED INSTALLATION HOLES. 1) IN SOME CASES TAPPERS "DT' SIZE & CONFIGUREATIONS TWO TAPPERS ARE _01" THROUGH DESIGNATES IN WHICH REO'D. TWO TAPPERS IN ONE SET OF INSTALLATION HOLES. 2) `DI- MEANS. INSTALL TWO TAPPERS 1N TWO SETS OF INSTALLATION HOLES. 3) "02" MEANS. INSTALL TAPPERS IN THREE SETS OF INSTALLATION HOLES. 4) "D3- MEANS, INSTALL TWO TWO TAPPERS IN FOUR SETS OF INSTALLATION HOLES. 5) "D4" MEANS. INSTALL TWO TAPPERS IN FIVE SETS OF INSTALLATION HOLES. 6) "D5` MEANS, INSTALL TWO TAPPERS IN SIX SETS OF INSTALLATION HOLES. 7) -06- MEANS. INSTALL TWO TAPPERS IN SEVEN SETS OF INSTALLATION HOLES_ 8) -D7- MEANS. INSTALL SHOULD BE PRIORITIZED AS FOLLOWS: 9) LOCATION OF ADDITIONAL TAPPERS IN HEAD & SILL FIRST ADJACENT TO INTERLOCK OR BUTT STILES IN HEAD & SILL - A AT EACH END OF HEAD & SILL NEAR JAMB CORNER. IF NEEDED_ B: SECONDLY. C: LOCATIONS IN HEAD & SILL OTHER THAN AS LISTED IN A & B. 10) LOCATION OF ADDITIONAL TAPPERS IN JAMBS SHOULD BE PRIORITIZED AS FOLLOWS: 'A FIRST. ADJACENT TO LOCKS IN JAMBS, B_ SECONDLY. AT EACH END OF JAMBS NEAR HEAD & SILL CORNERS C: LOCATIONS IN JAMBS OTHER THAN AS LISTED IN A & B GENERAL INSTALLATION INSTRUCTIONS (Cunt.) 9) NOT ALL CONFIGURATIONS LISTED ON THE ANCHOR CHART ARE SHOWN ON THIS DRAWING, HOWEVER INSTALLATION SECTIONS "A -A", '13-6' & H0 i, ', I Rli' ! +i I :,I! ,1Pi't- i 10 INSTALLATION OF ALL APPROVED CONFIGURATIONS_ 10) FOR POCKET DOOR SIZES, USE CLOSEST BYPASS DOOR SIZE AND CONFIGURATION TO FINISHED OPENING. ANCHOR INSTALLATION INSTRUCTIONS GENERAL: 11) NAIL AT OF NON-STRUCTURAL ONE BY BUCK IS 4" FROM EACH CORNER AND 8" ON CENTER: USE A HARDENED "T-NAIL" WITH A 0.097" DIAMETER AND 1 3/3" LENGTH (S/8" EMBEDMENT), A HARDENED 'MASONRY NAIL" WITH A 0.1,18" DIAMETER AND 1 '/:" 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. BUCK GTcf_n T I : +a: I" r�OrUrtnL (3/4" THICK) AND LESS THAN 2" NOMINAL (1 1/2" THICK) WILL REQUIRE NAIL LENGTH SUFFICIENT TO MEET EMBEDMENT REQUIREMENTS OF NOTE 1 1. 13) ALL INSTALLATION ANCHORS MUST BE MADE OF CORROSION RESISTANT MATERIALS OR HAVE A CORROSION RESISTANT COATING APPLIED SUITABLE FOr 1! it `NVIRONMENT AND/OR FRAMING MATERIAL, WHERE ANCHORS ARE USED IN PRESSURE -PRESERVATIVE TREATED WOOD, THE WOOD SUPPLIER SHALL BE CONSULTED FOR RE( Ort-10A)ATION OF 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. 15) WOOD SCREWS SHALL MEET ANSI 618-6.1 DIMENSIONAL REQUIREMENTS. 16) IF WOOD TENDS TO SPLIT, PRE -BORE HOLES AS FOLLOWS: #8 WOOD SCREW - 1/8" DIA. PILOT HOLE (NATIONAL DESIGN SPECIFICATION FOR WOOi) 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 MASOINP Y OR (O;dCRFTE 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. TTTEN (by SIMPSON STRONG -TIE) CAN E,E SUBSTITUTED WI I I I I I+_ IOLLOWING 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 SHALL BE 'kf,11_ REO WITH #8 WOOD SCREWS OF SUFFICIENT LTH_ TO PROVIDE MIN_ 5/8 IN. EMBEDMENT INTO WOOD BUCK. ALL REMAINING FACTORY APPLIED INSTALLATION F+ZSTEriER HOLES IN THE SILL NOT USED FOR TAPPER CONCRETE SCREW INSTALLATION SHALL BE ANCHORED WITH "BANTAM PLUG" OR "FLUTED" PLASTIC ANCHORS MANUFACTURED By T'ov'Fi S iASTENING, INC. (OR EQUIVALENT) AND #8 WOOD SCREWS OF SUFFICIENT LTH, TO PROVIDE MIN_ 7/8 IN. EMBEDMENT INTO THE CONCRETE OR MASONRY. #8 WOOD SCREW (WITH STRUCTURAL TWO BY WOOD BUCK FOR POCKET DOOR HOOK STRIP): 23) WHERE POCKET DOOR HOOK STRIP IS INSTALLED IN MASONRY OPENING WITH A STRUCTUAL TWO BY WOOD BUCK, USE #8 WOOD SCREWS (ANSI B 18.6 1) UI "'!.Ir i ICIENT LENGTH TO ACHIEVE I-1/8" MIN. EMBEDMENT INTO THE TWO BY WOOD �B�U"CK RECEIVING THE POINT. 24) SEE ANCHOR INSTALLATION CHART THIS SHEET FOR #8 WOOD SCIEW'REQUIREMENTS IN HOOK STRIP. 25) WOOD SCREWS SHALL NOT BE USED TO FASTEN HOOK STRIP INTO THE END GRAIN OF WOOD_ 26) WOOD SCREW WITHDRAWAL VALUES USED TO GENERATE FASTENING REQUIREMENTS FOR THE POCKET DOOR HOOK STRIP ONLY ARE BASED ON n SPECIFIC G"VI I OF 055 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 NI`-X I I ARGER SIZE, FOR THE APPROPRIATE DESIGN PRESSURE REQ'O- 28) INSTALLATIONS DEPICTED IN THESE INSTRUCTIONS ACCEPTABLE FOR DESIGN PRESSURES TO 70 PSF FOR THE DOOR SIZES SHOWN IN THE CHART. DESIGN PRESSURES (D.P. ) SHOWN ARE POSITIVE AND NEGATIVE. 29) DOOR UNIT IS APPROVED USING TEMPERED GLASS IN SINGLE GLAZED.OR INSULATING GLASS - 30) GLASS THICKNESS MAY VARY PER THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS. 31) COMPLIES WITH FBC, CHAPTER 17 SECTIONS 1707.4.4-1 FOR ANCHORING REQUIREMENTS, 1707.4.4.2 FOR MASONRY, CONCRETE OR OTHER STRUCTURAL Su14`. Lf A IES AND t707-4.4.3 FOR WOOD OR APPROVED FRAMING MEMBERS, MARCH 1, 2002_ REV EXTR I� D E RS 1215 I"40 J(:W1' [ r FLORIDA LANC A CERTIFICATE DF AUTHORIZATION NO 9235 SANI''0'IZ1, L _)F'ORADA B TITLE SLIDING DING GLASS DOOR 500, 1000 & (-'000 C MASONRY INSTALLATION W11H Nlill II;II( Illf.'i1i - BUCK .AND TAPPERS DRAWN 13Y: BB APPROVED HY I`' Wi DATE: 7/29/04 SCALE:NTS DWG uFLMOO ?l SHL(_ 4 3 2 REVISIONS ".,) _ r1L cS VK 1IN1 \) (!) IN]EPMEOuiE STIES FOP 11 6' WIDE DOOP. _ 4 JJ �1uW iND UREl11M ETAatEShE (�LONO CEMt?r+> REV. NO. ZONE: DATE: ECN NO. APPVD: DESCRIPTION OPn0NAL SSB GLASS OR --►- A I 82 11/00 - MWW I OTY (1) WAS (2) FOR TRACK BOLT ACRYLIC LINES AVAILABLE J (SEE SECTION T, B-B) HORIZONTAL TRACKINSTALLER SUPPORT BY 20 G MIN. E21D STILES�TTACHEO TO DOOR DOOR INSTALIFJI (TO SUIT) SKIN WITH PATENTED TOG-L-LOG SYSTEM .I (TOP, BOTTOM Nv CENTER). D D ]/ / \ \ \\ NEW B' GALV. STEEL iW. BRACKET. FASTENED TO WOOD JAMB CREWS. J IB•vl-5/6' W000 LAD SCREWS. LISTED FT2 WHL- DOUBLE iMCN TRACKCONFIGURATION LOW HEADROOM IS AVMOR AS AN OPTION R RALV* STEEL TRACK,RACK THICKNESS: .060' B -0 BB LOCK POSITION OR TYP, 2-1/2'e12 G GALV. STEEL TRACK BRACKET. (BSIDES) 3 (BON (4) TRACK BRACKETS PER SIDE. ... NO POINT LOCKING i �C 1N11 TOP BRACKET t REPORT#9606C C / ]' BW2T GA.U-BWS. Lnw AnH U-S IN A 2-1-2-1 PATTERN I.E. TWO U-BARS ON BOTTOM SECTION, ONE -BARS ON NEXT SECTION, ETC.)11114.5/5 SHEET METAL SCREWS LOCATION OF --` A - OPTIONAL OUTSIDE KEYED LOCK POSITION OPTIONAL VENTS � d MAX, DOOR WIDTH le'-D' 1/41J/1' SELF INcIDr,�nO,s TAPPING SCREWS. I{ .A FN(�_O HIES Hex .e• )BEIEL� NOTE I fAONT TRAMS WITH UN. 1 2'a3 L1O SCREWS ON IS CENTERS. 1 O.D. MIN, DOORS UP TO 7'-Q' HIGH CONSIST OF ((4) SECTIONS (SHOWN . COATING ON OUTSIDE SURFACE WASHEfl REQUIRED. LV: SCREWS'WY BE CWHTFFSUNK STOP MOULDING BY DOOR INSTALLER (TO SUIT) BOORS OVER 7'-0 HIGH CONSIST OF (5) SECTIONS (NOT SHf�WHY (BUT NOT REWIRED) TO PROVIDE A RUSH MOUNTING 20 G WIN GALV. STEEL ENO STILE SURFACE HORIZONTAL JAMBS DD NOT TRANSFER LOAD. 2.6 YELLOW PINE JAMB ml 2' THICK �1/lp-ACR ASS OR OPTIONA ID FEW 20 G GAILY. STEM INTER. STILE B BO I / LIC U7E WiNOOW LA- MOLDED INSIDE J -B 12 W GALV. STEEL TRACK UTE RETMNEA BRACKETS FASTENED TO WOOD .1V.18J25 GA MIN. STEEL / PAIN HEAD SCREW WITH ONE 5/16%I-5/W LAG SCREW SKIN COATED WITH'C-40 MIN. (10 SCREWS PER LITE) ] B v4 SLEEVE ANCHORS ON 21 GENTEfjS (C-90 pFlt TRACK BRACKET. GALVANIZING, BAKED -ON PRIMER. - BIOCI() °R 240J. S (2.000 PSI MW. CONCRETE) OR ]/16' I.D. RWND PUSHN T \ AND A B•U(EO-ON POLYESTER SNAP LATCH ENGAGES I/{'a ' TAPCOSON17-1/2' CENTERS(2000 iASTENIER (ONE PER ROl1EA)TOP COAT APPLIED i0 BO1H PSMINCONCASHERS kICLUOEDRH16 G GALV.-STEEL CFJTIFA wG12 GA. GALV. STEEL i0P ONTO VERTICAL 7RACK. ANCHOD. MINASHER PEOUIHED2' CALV. STEEL TPACK FASTENED TO l4 W —V. STEEL POLLER HINGE FASTEJIEEOD TO INlE11. STIES SIDES Of STEEL SKIN. ONE SNAP UTCH 011 12 G GKV STEEL TRACK BPACKE75. FASTENED TO ENO SMES EACHW14"56SLIESTMETAL ROIJFfl BRACKET. EACH WITH TMCONS.S MAT BE COUNRFASUNK ) BRACKET ATTACHED W/(4) INTER STILE EACH SIDE OF DOOR. (BUT NOT REQUIRED) TO PROVIDE A RUSH TRACKATTACHED TO EACH BRACKET IIa3//6� SHF�Ef METAL SCREWS JE a5/B' SHEET METAL MOUMING SURFACE. HORIZONTAL JAMBS W NOT WITH ONE I/{'e!/6' BOLT h NUT �4) 1/4'eJ/1 SELF TAPPWG SCREWS PER ENO HINGE. SHIP LAP JOINTS.EWS. TRANSFER LOAD. OR TWO 1/4' OW RNETS. OUTSIDE KEYED -� HANDLE END 2' OIA SHORT STEM, 10 BNL STEEL ROLLER. G CALV. STEEL END STILE MARK WESTERFIELD, P.E. A�'P GONGKYIRATl ld --GE. EACH STILE FLORIDA P.E. 148495 TENED TO ENO INTER, PREPA A.iION OF JARS BY OTHFRS 5FT'f1ON C-C ES W/(4) #14v!/8' INSIDE HANDLE STILE NORTH CAROLINA P.E. 023832 ET. METAL SCREWS LOCK BAR r TALL u_BW4) 1/4v3/4' SELF D ITID KF n x ENGAGES IN DESIGN LOADS: +24.0 PSF k -24.5 PSF 40GA. GALV. STEELPING SCREWS. ATOM OCK aPnON TRACK ONSHALLZ THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTSMINYEILD STRENGTH: 50 KSOUTSIDE EACH SIDE SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OfTEST LOADS: +36.0 PSF Ec -37.0 PSF REC OR THE BUILDING OR STRUCTURE AND IN ACCORDANCEJ' TALL . 20 G GLLV. S EEL U-8W5 END SLIDE ROLT "INOLE Oi DOOR. M BUILDING CODES FOR THE LOADS LISTED ON aPwu auwHas MK s Km w au[IN A 2-I-2-I PATTERN (I.E. MO U-BARS STILE LOCK ENGAGES G. WTnI A IwvD ssAL (FMIKIs6). PART NO.: - A A /6' ON BOTTOM SECTION. ONE U-BAN ON NEXT INTO VERTIZ L " SECTION, ETC.)). EACH U-BAR ATTACHED TRACK. ONE Unleaa Staled OthwWise 312 W'ahlal SL Wte 1600 WITH 1/41]/4' SELF TAPPING SCREWS LOCK ONOUTS c°nn " MwmaLe IDEAL Cinclnnali OR 45202 PER STILE L AnOR. FA.f.H s1oE PRGDucrs co. TOLERANCES aT rd, No. 3-381-4800 . OF DOOfl. � '... °1a '"OY ". - 1WIt 004 ommm F.. Ib. 1-51J-762-3519 I 1°..d, a..a, alMkal.d, ,0 f.03 INSIOF cnnF BOLT OG mad. av A.M.. a di.W.t" ,00 t.015 j SECTION A —A (s10E NFWI IDCK ovnON %// `M- `meYl d°r `�)�1' Fa wt m ,000 t.005 DESCRIPTION: MODEL 6R5T W4 16-0 >< B-0: 24/-24.5 DESIGN LOAD I] G GALV. STEEL BOTTOM BRACKET. - / - O ° .r °'Wc ^OTO9�' a"a .0000 - t.0ot DRAWN BY: 8MM DATE: 4/18/00 SCALE: NTS pWO, ATTACHED WITH (2) FI4a5/6' SHEET META SCREWS. 4 rtuMWq IKwdmm. i R / Obgre66 ' 31/2' CHECKED BY: MWW DATE: 4/18/0o SHEET I OF t SIZE 1J ALUMINUM EXTRUSION � .A%� �♦ i•. it." + _ Unless Slated OUT, is* k NNYL WEATHERSTRIP. �' v` Projection DIMENSIONS ARE IN INCHES. DWG. NO.; 102138 REV. NO. 1 UNIVOIRSAL ENGINEERING SCIENCES RI 4 MODEL 6RST (25 GA:: STEEL SKIN) MODEL' 4RST (24 GA. STEEL SKIN) (1) INTERMEDIATE STILE ATTACHED W/ TOG-L-LOC ((TOP k BOT) AND URETHANE ADHESIVE (ALONG CENTER) a 3 LISTED - OPTIONAL DSB GLASS OR I /8" ACRYLIC LITES AVAILABLE (SEE SECTION B-B) 20 GA. MIN. END STILES ATTACHED TO DOOR IN WITH PATENTED TOG-L-LOC SYSTEM -� A TOP, BOTTOM h CENTER). Is REPORT#9606C 25 GA. MIN. GALV,-/ STEEL SKIN COATED LOCK POSITION WITH A BAKED -ON PRIMER, (BOTH SIDES) AND A BAPOLYESTER �1 TWO POINT LOCKING TOP COATT APPLIED TO BOTH III SIDES OF STEEL SKIN, ONE 3" TALL x 20 GA. U-BAR (50 KSI) PER DOOR SECTION. END SLIDE BOLT STILE LOCK ENGAGES INTO VERTICAL ®® TRACK. ONE ON LOCATION OF ,_.� LOCK OPA SITIONAL VENTS EACH SDE OPTIONAL OUTSIDE KEYED LOCK POSITION OF DOOR. MAX. DOOR WIDTH 9'0" INSIDE SLIDE BOLT 8" SHEET METAL SCREWS LOCK OPTION 2 REVISIONS 1 REV. N0. ZONE:.I DATE: I ECN NO. I APPVD: I DESCRIPTION I--1 - I A4 11/00 - MWW OTY (1) WAS (2) FOR TRACK BOLT 2' THICK 3" TALL U-BAR 20 GA. GALV. STEEL �i 3 1-7/8 HORIZONTAL TRACK SUPPORT DOOR INSTALLER (TO S i 13 GA. GALV. STEEL FLAG BRACKET. - 16 GA. GALV. STEEL Top EACH FASTENED TO WOOD JAMB WITH ROLLER BRACKET. EACH (3) 5/16'x1-5/8" WOOD LAG SCREWS. f; BRACKET ATTACHED W/(J) /14.5/8' SHEET META. NOTE: DOUBLE TRACK SCREWS. LOW HEADROOM IS p TRACK CONFIGURATION AVAILABLE AS AN OPTION LAP JOINTS. Z DOOR — 14 GA. CAM STEEL pp HEIGHT "L" ENO HINGE. EACH 8 6 —6 70 FASTENED TO END q 2" GALV. STEEL TRACK, 7 -0 76 STILES W/(4) /14x5/B' MIN. TRACK THICKNESS: .060" 7 - 82 SHEET METAL CREWS "L' h (4) 1/4'aJ/4' SELF U 8 —0 8B TAPPING SCREWS. x TYP. 2-1/2"x 12 GA. GALV. STEEL TRACK BRACKET. J' TALL : 20 GA. GALV. z (4) TRACK BRACKETS 'PER SIDE. STEEL U—BAR. ONE U—BAR = PER SECTION. EACH U—BAT ATTACHED - WITH TWO I/4'.3/4' SELF TAPPING a0 LHR TOP BRACKET SCREWS PER STILE LOCATION. DOUBLE HORIZONTAL Li TRACK :TAPPING /OT FRONT FRAME WITH U.V.DOORS UP TO 7'-0" HIGH CONSIST OF 4) SECTIONS (SHOWN . COATING ON OUTSIDE SURFACEDOORS OVER 7'-0" HIGH CONSIST OF (5) SECTIONS (NOT SH WN). IOW H A ROOM OPIJ GA GALV. STEEL BOTTOMpp o - VERTICAL IAMB ATTACHMENT (,WOOD FRAME BUILDINGS): BRACKETATTACHED mix Two n1/2"x3" LAG SCREWS ON 24 CENTERS. I" O.D. MIN. 114.5/e SHEET METAL SCREWS.II1/4"x3/4" SELF SSB CLASS OR OPTIONAL 10 SCREW WASHER REQUIRED. LAG SCREWS MAY BE COUNTERSUNK ALUMINUM EXTRUSION WINDOW LITSCREWS. 1/8' ACRYLIC LITE 14 GA. END HINGES 18 GA INTERMEDIATE HINGE (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING k VINYL WEATHERSTRIP. SECTION B-B _ SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. SECTION A -A (SIDE VIEW) VIEW „B,• Yl£'<L"Sr_" (/Bx3/4" PAN HEAD SCREW END VERTICAL JAMB ATTACHMENT (G-� (10 SCREWS PER LITE) 000 St MIN CONCRETE COLUMN): MOLDED INSIDE- STILE STOP MOULDING BY DOOR INSTALLER (TO SUIT) 3/8"x 4' SLEEVE ANCHORS ON 21" CENTERS (BOTH LITE RETAINER INTER. 20 GA. MIN. GALV. STEEL END STILE C-90 BLOCK OR 2,000 PSI MIN. CONCRETE) OR SNAP LATCH ENGAGES STILE a- 2x6 YELLOW PINE JAMB 1/4'x4" TAPCON SCREWS ON 24' CENTERS (2,000 - ONTO VERTICAL TRACK, 20 GA. GALV. STEEL INTER. STILE PSI MIN. CONCRETE). WASHERS INCLUDED WITH ONE SNAP LATCH ON SLEEVE ANCHORS, 1" O.D. MIN. WASHERS REQUIRED EACH SIDE OF DOOR. 7BRACKEU7-r. .......WITH TAPCONS. ANCHORS MAY BE COUNTERSUNK INTER. STILE 12 GA. GALV./ (BUT NOT REQUIRED) TO PROVIDE A FLUSH OUTSIDE BRACKETS FASTENED T) MOUNTING SURFACE. HORIZONTAL. JAMBS DO NOT HANDLE WITH ONE 5/16"xl-5/BTRANSFER LOAD. OUTSIDE KEYEDPER TR- - HANDLE L CA V STEEL CENTER HINGE END IB GA. L STILE FASTENED TO INTER. STILES W/(4) I O ITSIDF KEYED LOCK 114x5/8" SHEET METAL SCREWS. LOCK BAR LOCKING 2" GALV. STEEL TRACK FASTENED TO VL, 14 GA. GALV. STEEL ROLLER HINGES 12 GA. GALV. STEEL TRACK BRACKETS. FASTENED TO END STILES EACH W/(4) TRACK ATTACHED TO EACH BRACKET �4) 1/4%3/4" 5SHEET LFTTAPPIRGWCRE S PER END HINGE. S AND WITH ONE 1/4"x5/0" BOLT @ NUT OR TWO 1/4" DIA. RIVETS. PREPARATION OF JAMBS BY OTHERS 2 DLA. SHORT STEM, 10 BALL STEEL ROLLER. / JAMB CONFIGURATION SECTION ON C- NOTE 2 THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE MARK WESTERFIELD, P.E. WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON FLORIDA P.E. #48495 r7�/i� ftif4� THIS DRAWING. NORTH CAROLINA P.E. #23832 4 3 LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR. I at INSIDE HANDLE :TAPPING /OT FRONT FRAME WITH U.V.DOORS UP TO 7'-0" HIGH CONSIST OF 4) SECTIONS (SHOWN . COATING ON OUTSIDE SURFACEDOORS OVER 7'-0" HIGH CONSIST OF (5) SECTIONS (NOT SH WN). IOW H A ROOM OPIJ GA GALV. STEEL BOTTOMpp o - VERTICAL IAMB ATTACHMENT (,WOOD FRAME BUILDINGS): BRACKETATTACHED mix Two n1/2"x3" LAG SCREWS ON 24 CENTERS. I" O.D. MIN. 114.5/e SHEET METAL SCREWS.II1/4"x3/4" SELF SSB CLASS OR OPTIONAL 10 SCREW WASHER REQUIRED. LAG SCREWS MAY BE COUNTERSUNK ALUMINUM EXTRUSION WINDOW LITSCREWS. 1/8' ACRYLIC LITE 14 GA. END HINGES 18 GA INTERMEDIATE HINGE (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING k VINYL WEATHERSTRIP. SECTION B-B _ SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. SECTION A -A (SIDE VIEW) VIEW „B,• Yl£'<L"Sr_" (/Bx3/4" PAN HEAD SCREW END VERTICAL JAMB ATTACHMENT (G-� (10 SCREWS PER LITE) 000 St MIN CONCRETE COLUMN): MOLDED INSIDE- STILE STOP MOULDING BY DOOR INSTALLER (TO SUIT) 3/8"x 4' SLEEVE ANCHORS ON 21" CENTERS (BOTH LITE RETAINER INTER. 20 GA. MIN. GALV. STEEL END STILE C-90 BLOCK OR 2,000 PSI MIN. CONCRETE) OR SNAP LATCH ENGAGES STILE a- 2x6 YELLOW PINE JAMB 1/4'x4" TAPCON SCREWS ON 24' CENTERS (2,000 - ONTO VERTICAL TRACK, 20 GA. GALV. STEEL INTER. STILE PSI MIN. CONCRETE). WASHERS INCLUDED WITH ONE SNAP LATCH ON SLEEVE ANCHORS, 1" O.D. MIN. WASHERS REQUIRED EACH SIDE OF DOOR. 7BRACKEU7-r. .......WITH TAPCONS. ANCHORS MAY BE COUNTERSUNK INTER. STILE 12 GA. GALV./ (BUT NOT REQUIRED) TO PROVIDE A FLUSH OUTSIDE BRACKETS FASTENED T) MOUNTING SURFACE. HORIZONTAL. JAMBS DO NOT HANDLE WITH ONE 5/16"xl-5/BTRANSFER LOAD. OUTSIDE KEYEDPER TR- - HANDLE L CA V STEEL CENTER HINGE END IB GA. L STILE FASTENED TO INTER. STILES W/(4) I O ITSIDF KEYED LOCK 114x5/8" SHEET METAL SCREWS. LOCK BAR LOCKING 2" GALV. STEEL TRACK FASTENED TO VL, 14 GA. GALV. STEEL ROLLER HINGES 12 GA. GALV. STEEL TRACK BRACKETS. FASTENED TO END STILES EACH W/(4) TRACK ATTACHED TO EACH BRACKET �4) 1/4%3/4" 5SHEET LFTTAPPIRGWCRE S PER END HINGE. S AND WITH ONE 1/4"x5/0" BOLT @ NUT OR TWO 1/4" DIA. RIVETS. PREPARATION OF JAMBS BY OTHERS 2 DLA. SHORT STEM, 10 BALL STEEL ROLLER. / JAMB CONFIGURATION SECTION ON C- NOTE 2 THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE MARK WESTERFIELD, P.E. WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON FLORIDA P.E. #48495 r7�/i� ftif4� THIS DRAWING. NORTH CAROLINA P.E. #23832 4 3 LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR. I at INSIDE HANDLE DESIGN LOADS: +25.0 P.S.F. k- -32.0 P.S.F. OUTSIDE KEYED LOCK TEST LOADS: +37.5 P.S.F. do -48.0 P.S.F. SNAP LATCH LOCK OPTION ..Awewa Nu vuKo w a,. wx am A x»xm srx LD.assl. PART NO.: - A NOTICE: Unl... St.t.d Oth.rwl.. 312 Wdatit SL S.I. 16M Gwnd.nY.I,Pr..A.lwy .a TOLERANCES IDEAL Cincinnati, OH 45202 DUCTS a ewer BuwlKc PRODUCTS Ga. I. m k.lm hmM a d m.y a.1 e. a.. ,d.. d. &pIlm (a. ... .0 - t.03 Td. No. 1-513-361-48W ��pav ppdq�" Fax N.. I-513-762-35t9 DESCRIPTION: MODEL 6RST W4 9-0 x 8-0i +25/-32 DESIGN LOAD .d. w W.. .r tI.IAb� d .00 a 3.015 avow K. 4,A« ..n..m. T. '. I. .m ud...o.. m r..wl h. .000 - t.005 - DRAWN BY: BMM DATE: 4/18/00 SCALE: NTS R DWG,1J A.MT,Iy I.r ..T.ryy d...q ..d 1........2, a.nlr.m. .0000 - t.001 Degr..a i 1/2' LAM... Stot.d Olh—N. DIMENSIONS ARE IN INCHES. CHECKED BY.: MWW DATE: a/tB/OD SHEET t OF 1 SIZE rnlyd Mql.. - Pro'.clion + 1 I DWG. NO.: 102137 REV. NO. I 2 ORANGE COUNTY BUILD I& DWV. l OFFICE cap UNIVERSAL c� MIAMI-:0A E ENGINEERING SCIENCES rvIIAytl-DADE COUNTY, FLORIDA REVOEWE METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI. FLORIDA 33I30-1563 (305) 375-2901 : FAX (305) 375-290S NOTICE OF ACCEPTANCE NOA yAt- Therma-Tru Corporation OG ( PAIIXII c C� 108 Mutzfeld Road Butler, IN 467Z1 V`1G SCOPE: This NOA is being issued under the applicable rules and regulations governing the'usc 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 (A -HI). 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 ARJ may, immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Iligh Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Inswing WE Glazed Insulated Steel Door w/Sidelites APPROVAL DOCUMENT: Drawing No. B0204, titled " 6/0 x 6/8 Steel Inswing Moderate Climate Patio", sheets 1 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. TERIMINATION 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 # 99-0311.02 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 1 I RCV DESCRIPTION DATE C JWVIO PER BCCD 6-7-99 I 29 U III 1 2 1/1' SOM N 20 3/16' TWO VA•IJV Q DDLDOO Q 3/19 21 kj FfU CM XLDDC 1 25 N 111 Mnl VA-I/V HDI OCKW Q /41) I SEE IULLI@1 HEAD 21 1R 1 2 to KIM 2 ASSEMBLY LPAGE 2 EF 0 1 23 6 IU Y P 9AVS 22 1 I 1 d11'Y6'S tUT[ ' SiS lux u CO o APAlm Dig 7 4 -1 / 16 ' 21 EIAI IIDD FUDIF WE p 20 RCDO SEALAYI' i ' I IS 2 1 S2IRITI NC)3H, PLATC 10 I/2' 25 28 I F7, 29 1/4' A i 16 . \ I / 6' 21 I/8' PAX i r 12, U.C. PAX 63 1/8' —` KAX01 R ` 182 1/32 I. 35 Uc' 4' li KAX 17 2 SCOm STRDE "TE 16 7 .i' Y 1' I1fPM-1kU B�Mm Sf1F�'i1 WIEIf SECISiD V/1 IIO 1 2 iff nm Q TIP NO 11MID0 ANO 8 II -It III, ml 15 2 u Ks 91SACE Mum SLITS Kil Y/ 1/2 OIm Ii I wm 66E SAS CAI IILI I3 I nTm 100 sms IDCX So 12 1 no Wt. TF EWU A la II I IS 13AV Y 17/8' DUD& Sill II 1 I DA TUd?EIIR ACTIVE m WEEP 9 RF00 IIfFR41Si1 WA CDffss(Tx VF MSTRIP D I 1 Y 13 9116' M KIM 1 3 I -9A6' 1 1.1/4, 1 3/P MO." 6. 1 1 3X 11, RASIIC IITE fRK IO15FA-TRU WA MOO FZX PSI>w1RT QASs4ua REA(RASIU) ViIH 16 I I S/B' im Al PA9 M POIUIPS ST M AT 12 3/1' DC VK PCRIKW 5 2 I' BYMi MAIED ELASS UIII, CKISI U N0' IM110 (W .A'D 3/4, AIR T Om RAILS 3 1 LIN Y 1 11/16, PDC SIILIS 2 kS FfQCJ T41U21W IN W, 22 PCf MITI IbISP P1016MR1030 i 4 Slm m7 Eff0, 216A CUM, IUK IEU VIEIGMfr-M id, OICTPIr,4Y a RIIII ITS IF 9111, ITI DTT IESOIIPODI BILL UE MATERIAL TH ERMA GTRU' CORPORATION nm fMODERATE 610 X 6/8 STEEL �tM n am mu cu - [Y ' aul RF 0 0-9 NONE 10204 C F APPROVED AS COWPtYIHO VAR TNI . SGUIN URIDA BUILDING LADE 15 DESIGN PRESSURE RATING UCTRENEWED DA OOFiubLy NOD SEE HtiLLIUN SILO PRODurnapl,i<RrNYm,fl<Na� ASSEMBLY (PAGE 3IMF U POSITIVE i 48b7 psr e<alnc<a, er. HIAHI-DADE APPROVED SHUTTERS ARE<a•«.n< 2-0 C.06 NEGATIVE 64,D $F E t♦q Do. � PRODU f C NIRDt DIVISION REDUIRED FOR THE INSTALLATION OF p Azro7 Buuo, cn0[ cpoDPtunct ornu THIS UNIT. CONFIGLWION) DX M. ,CCLWANCl NO.y3�o3/ Ml.m <ds Produc(C<ntm 2 X 10 031) BUCK — — 36 5/32' 29 Ul PER SIDE 5 2T SPACED 22, O.C. o. O. .O 0 O, 1' [XiERIOR 24 SECTION A —A b / ( 1 ►N' KIN lO. � EKBEDKEHT 1N' KIN k x \ 7O ',BEDHEN( x k 23 o x O 0 1/8' TE}+PEREO GLASS k lI!:CKt,ES� O,. o O c OO O 20 , (� Ie° 21 20 MULLION HEAD ASSEMBLY ° ..o 25 20 THERMAOTRU' CORPORATION 15 X 1-5/8' TYPE Al PHP mu.1 6/0 X 6/8 STEEL INSVING MODERATE CLIKATE PATIO AT 12-3/4' UL SPACING w m ME, v. MAYK wv RF, 8-10-98 NONE 80201 C CF 1 GLAZING DETAIL �! 1/8` OPTION SHOW MPROYED AS MWLYING wRH TH[ . - - PRODUCT'RENEWEO SOUTH RGRIOA IUHRIHG CM pq a.WI.PICod`ewlil Wo T'>o,ld,. OA c K&v _ Atcrytaa�tN- /t�l PCOpU YIIOC Oms'OH -, uHi'" Roduq.Co. CC.,,hr�h CORNER ASSEMBLY — r I IN' KIN [HBC°HCNI I/4' HA% C017CRETC I IN' I 1/S' ENKI V 1O— ap a 20 ° 3 5 EXTERIOR INIERICR 79-9/32' CXIERIOR INTERIOR SECTION C-C 26 CORNER ASSEMBLY .. 0 oO 12 MULLION SILL ASSEMBLY 20 THERMAOTRU' CORPORATION f1EL 6/0 X 6/8 STEEL INSVINO NOOERATE CLIMATE PATIO art, I' °uvoa80,2 nm RF. 8-10-98 NO 201 C 1 20 fO?lfRf if APPEOM AS .COMKMO M77 i Ni SECTION B-B PRODUCTRENEWED SOUTH f.—I— BW-1— WDE u c.mp.� -9.1(h the Fl°r1d. OA B� lr t Intl°. Da4 fj CCI AOI. OIVtS10H CT By 7U:LC as COCI r•OR%IAHCI Uf F X1 ' MI. Pfod.cl ..1 '•cc(rlAnrt Nn:99_.03 //. 02 . - Wi, _ 71 0 El LJ LJ o9 9m Lm goo I. DESIGN PRESSURE FIR ALL DOOR STYLES SHOVH HERE IN CONFIGURATIONS SWE-SYM OR AS-TCSTCO 'OX" MAL THAT ACHIEVED IN TEST, FOR All � OPENINGS TEST SIZE (6/0 VIDE X 6/8 HIGH). + 48.67 PSF 64.0 PSF 2. FOR SINGLE IN-SYING D(AR: . . YAX. PANEL SIZE IS 3'-0' VIDE X 6'-B' HIGH 1 FOR OX CONFIGURATION, HAX. OVERALL UNIT / ® ® �� ®�� SIZE IS }I-3/16' VIDE X 82-1/32' HIGH IM ® n Dun ®O 0®® 0. ®® 000 ®�® 960 9 9 goo goo 000 0 9 9 a ®® 00 goon m 02 u 0 0 NOTE: GRILLS AND MINS SHOVN ARE FALSE AND FOR DECTRAIIVE PIRPOSES KY THERMAOTRU' CORPORATION 6/0 X 6/B STEEL INSVING MODERATE CLIMATE PATIO coil n, art. WAVX 0 aM um, RF. 8-10 B NONE B0204 . C 4 OF 4 . APPROYFD AS cownylno WmI Till - sown RORia BURDING coot . PRODn R£NCW� u "P )"l wlih Cho Flortd. 84Wint Code qq DAfr OJLs rl �g , 9i _ An P�e�a No Oi -O Ub : Intloc p,h eSONA NIBOI D;Y5ON� . 300� ]i-. D.na coot C01:@l dtif,[ Ofrlct r'+y Dade Produu Caotrol MIAMFQADE 1tIA3ta.-DA ECOtNTY,`FLORID.at i ittTrTt'0J 0.-k[) : FL�iGLER QLF1LDtNG BUILDING CODE COMPLIANCE OFF10E.(BCCO) 140 WENT F.1J,.Gt.ER STREET, SUITE I603 PIiODtyCTC.O^[T12OL R1VISlOt`I �tai\�tf, F[ ORtDr\ 1a130-IS(�J (3ib 1,5w2l)ot FA \.(3ti5)375-")oS NOTICE OFACCEPTANCE (.NQA) Therti -Tra Corporation - 108 Mutzteld.Road Butter,. IN 467?a1 SCOPE - This:' Or! is being issued under the ,appT cal lcc. rules and:rcgulatiuns governing the use of: construction materials. The doc:um�ntation sub:rrs ttcd.:lias been reviewed by,IvlIasrii=l. ado :County Product Control Division and accepted bythe Board of Rules.and Appcals.(SORA) .to -be used En 'Miami Dat3c County -and other areas where allowed by the Authority Having Ju6sdiction fAW). This ,NOA shall not be valid after the expiration date stated. belo•.v.. The Miami -;Dade County Product Control Division (fin Miami Dade County) aridtor the; AFIJ (in areas other than Miami Dade County) reserve the right to hale this product,or material tested for: y.uatity assurance purposes. If this product .or material fails to perform to 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. RO1tA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material tails to meet the requirements of the applicable building code. This product is approvcd as described herein, and has been designed to comply with the High Vclociry Hurricane . Zone of the Florida Building Code.. DESCRIPTION: "Fiber Classic"f"Smooth Star" 6'8 Insw ng Qpaque Insulated Fibergla i Door irlSid.elites APPROVAL DOCUMENT: Drawing No.. S-2.15I,.datedO181/02, with revision t dated 0 131102:, titled "Fiber.. Class c''l"Smooth Star" up to lAS" x -8 w & w/..o t4" SE, Inswing: s4-cts 1 tlirougii Z;, 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 Nf ami-Dade County 1'roduct Control Division. NIISSILE IyITACT RATI`iG: None LABELING: Each unit shall bear a<permancnt label with the manu'facturer's name .or logo, city.. state anti following statement: "Miami=Dade County Product Control.Appro.ved",. unless otherwise noted herein. RENEWAI, of this NOA.shall be considered after a.rcrtewal.applic.ati.ort has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMI 'AT(ON of this NOA will occur after the expiration dace or:if there has been a revision or change in the materials, use, and/or manufacture of the p.roduct.or process. Misuse of this NOA as an endorsement. of any product.. forsalcs, advertising or any other purposes shall automatically terrhinate this NOA. Failure to comp y with any section of this NOA shall be cause :for termination. and removal of NOA. ADVERTISENIE��'T: The NOA number preceded by the words: Miami -Dad': 'County, Florida; and followed by the expiration date may be displayed: in advertising. literature•. if any .portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user bythe manufacturer or its distributors and shall be available for inspection at the. job site at the request of the Building. Official. This NOA consistsof this page 1 as well as approval document mentioned. above. The submitted documentation was reviewed.by ivianuel Perez, P.£, NOA No 01-11.27.02 Elpiration Date: June 6, 2007 _ ApproralDate: June 6,2002 Page 1 J 7.5 MAX. 105.5" MAX. OVERALL FRAME WIDTH THERMA oTRU�OVERALL WIDTH PANEL MAX. 15.5" MAX. B R TC7'SJ�00 STAR' INSWING"SINGLE AND DOUKE W/8 r�_ 36' MAX. / STRACrAL PANEL WIDTH FRAME WIDTH 'Ft E C1.15S TH WA)UT SJOELMaL INSULATED FIBERGLASS DOOR WfTH'WOOO FRAMES � I ' I � 1 J.75' MAX. WIDTH rg ® _ GENERAL NOT�_S 7,125' MAX. I. THIS PRODUCT ,IS DESIGNED TO COMPLY WITH FLORIDA w _, D.L.O. WIDTH BUILDING CODE. Li 2. Wo00 BUCXS BY OTHERS, MU3'f BE ANCHORED PROPERLY Z TO TRANSFER LOADS To THE STRUCTURE. < d 3. PRODUCT ANCHORS SHALL BE AS LJ57ED AND SPACED AS SHOWN ON DETAILS, ANCHOR EMEEOMENT TO BASE MATERIAL go Soo 6rnc SHALL BE BEYOND WALL DRESSING OR STUCCO. o #, , 4, DESIGNED PRESSURE RATING SEE TABLE PACE 1. o x e 5. THIS PRODUCT DOES NOT MEET THE WATER REQUIREMENTS o FOR "HIGH VELOCITY HURRICANE ZONES'. _ 6. WHEN THIS PRODUCT IS USED IN AREA REQUIRING WINOBORNI N DEBRIS PROTECTiCN, FLORIDA BUILDING CODE APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED. x r. 7. 510ELITES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE CONFIGURATION. L SINGI�JN ING UNIT W/SIDllTF4 TNSWIN. I1NlT RES OEl;TML INSULATED FIBERGEASS OOR 1Comman to all frame conditionsg 74.5' MAX. OVERALL FRAME WIDTH � uQDE1.9 68.5' MAX. OVERALL WIDTH Door & Sidellte Leaf Construction: J6.625' MAX. AREVIJ6? MAX. Face sheets Fiberglass avg. min. yield. strength PANEL WIDTH --{ FROM INTERIOR PANEL WIDTH Fy(min,)-6,000 psi W ASTRAGAL I Smooth5tar - 0.070' minimum skin thickness CoerClossic - lyurat minimum skin thickness ® ® f �qre.. esian: Polyurethane foam core, with l.9 lbs. density by BASF. Pam! Canttnl�pp; The pa el akin is constructed from o 0.070' thk. et mo , ng co rpo�ud (SAIC7. The interior comity is flied with 1.9 Ibs. S density 1315F polyurethane loam. The panel face sheet, ore glued to the z road stlea opd To2T Thy LA latch stile s reinforced. with a rood lock block meosvrnyy 2375 long at the strike and deodboft location. The hinge w slrle a Fngar Jointed Pine and the top and bottom roil are of a wood 1 o / compayte maferid In the double dew, a plicoWn the Inactive door is witted 4� with an rrt uded dump um ostrogot (vi Jomber It) of 6063-T6 alloy. p Frame (q Ip1G . IN frame is construct d from ripgpr jointed pine. The y e O I I eo er q fan o the aide jambs with (3� 169a. 1%2 crown x 2 brig a7 - staples at each side The mulions are secured together in o sidatile opplicalicn using id x �' lag PFH Wald Senn (6) screws per each mullion. The units use an Inswing Saddle threshold measuring 5.754 x 1:548' The sidelils panels are sandwich glared win P Iwo puce b / rip i tome. ey ae dry glazed on the exterior with an 1)d OIL cellular �Iat,l tap (Sb -I To a caulked with silicone. The fits frames are held / ogetlNr r a J8 x I /2 long Plasccer, ^� m DOUBLE INSWING UNIT SINGLE W/SAD 1TFa INSWfN • UN TABLE OF CONTENTS SHEET Al DESCRIPTION I TYPICAL ELEVATIONS do GENERAL NOTES. ' 2 VERTICAL CROSS SECTIONS 3 HORIZONTAL CROSS SECTIONS 4 HORIZONTAL CROSS SECTIONS k. NOTES 5 ANCHORING LOCATIONS k DETAILS 6 ANCHORING LOCATIONS k GLAZING DETAILS 7 UNIT COMPONENTS 8 BILL OF MATERIALS h UNIT COMPONENTS DESIGN PRESSURE RATING UNIT TYPE WHERE WA ER INI'LTRA ON RE UIR 4 .NT.IS NO N.EDED SINGLE + 67.0 PSF - 67.0` PSF DOU8LE + 55.0 PSF - 55:0 PSF L k SINGLE WITHI + 55.0 PSF - 55.0 PSF u 15,5' MAX. G FRAME WIDTH 13.75' MAX. WIDTH 7.125' MAX, D.L.O. WIDTH " w� Op/10 i Apyrrrm4r to�6ptl ue d�k re. scuts N,T'S tr. a, y+IM.e<: u. arc. er: 7Jl U.r sJG� -„ 2.0J32. Nt1AYewL er• R>ti +li.nl o,arr,ou.a cy.rsq oa,� He NO., Lio, uy 5-215 t 2 � m u� W EXTFRIOR 1.6B• MIN. PANEL THK. 1vmicm CRQs5 sEcnFN 2 DOOR PANEL tb 16 d N iJ O� g C) I i7 17 [[ zpN O Ln 2 Z.)qW 20 2 F7 p p Sao Z Y Q :pd 42 o°�d a 43 rod J8 Jq o o • SEE NOTE 5 SHT. 4 b U Mu w 41 SE NOTE 1 SHT. 4 iu �u7� rn = .5' MIN, y �^ INTERIOR dCLASS a THK. INTEEIQB jS q iXTFEIC zs I� a h ry Tn 2 N FOAM GASKET h h �! SIUCONE CAP BEAD 6 p o O I,W MIN. � z 1 PANEL THK. 41 �l'J 4 d Rd W a 3� 2 SIOWTE PANE 0 n SEE NOTE 5 SHT. 4 ^x 0 �eunbwd ' � Xi1JlTAMS.' WC e1 a.ea4sa�1 an 08 IO 01 A�MorNY� ne 1>Lt �htt t!. rw.w. way OAd WA& 112 _. i. • . ara. err TJH oar ee RW Xlr-Y) OWN Fmi a c. i aUrNO NO- -L OF AL 24 RIDR SEE NOTE 2 8 7 Z W SHT. 4 27 . n N 6 Q m INACTNE ACTNE Z ZZ N • ,. .� a• Q .0 ov. ° • '. LLJ a o ly . n. lU J r . e ASTRAGAL RETAINER 31 1 a BOLT 8.0- LG, TOP do BOTTOM (2) BOLTS AT TOP do (2) AT BOTTOM INlFR10R 2 w x NN Z to SEE NOTE 6 3 SN1nz 3 O ASTRAGAL SKI 4 43 FOAM CASKET k SILICONE CAP BEAD '�\j Jitn i 1a V SEE NOTE 5 SHT...4 34IS 3 .1 ' 7 8 u J3 o u I tn3 a. 1.15' MIN.EXTERfOR 10 2 EMB. . EX'TF'RIDR � .25' MAX. SHIM �; 0'. °: � s. — s • .: ; ° . Q. • • • d .9. ' o .15' MIN. FOAM GASKET 6r 0 . 0'p'' O ' C—SfNK SILICONE CAP BEAD a;• _''4 • vp• •. -, LA ° IF EE NOTE 43 5 'SM. 4 34 INTERIOR - 2 2 _ J3 25 Z.Y 4 36 N s . ♦ . I 6 d 26 8 .10 19 �. 41 v N 13 • c . a J7 4 S NOTE 1 SHT 4 a SEE NOTE o 9 ° L2 L HORIYON AI CROSS SECTION p o. Q O J 0 HINGE JAMB TO SIDEU E ^ z Y • Y 36 rZ. 6 ME VI h COHSULTM(T7t 11q e1J.064 ]e]1 zJ 29 �° < SE41N017 1 auF 0& 10 -0I 16 35 SH7: 4 rwp ui.�c:i.e� � a/2• o .I.. INIERIQ 1,6 TJF' HORIZONTAL CROSS SECTION 3 0 SIOEUTE TO BUCK 144 D44414uJ°itG DG' qNWp p p; S-YISt srsT i_ OFF. 1.15' MIN. EMBED. 15.' MIN. 17 `C—SINK 8 E O •,. 7 30ol 6 e 13 ,e _ � a Q 1 0•• < .e I6 • IJ J i 31 25' MAX. 21 . 19 1 0. SHIM SPACE INT log HORIZONTALEC�O _ 4 LATCH JAMB TO BUCK, NOTES: I. SPACING FOR REM NO. 41 (LATE FRAME SCREWS) IS AS FOLLOWS: VERTICAL FROM THE TOP DOWN ON SIDES; 5.5, 27.5', 38,J75, 49,375' & 60.375% HORIZONTAL THERE ARE (2) SCREW BOTH TOP AND BOTTOM AT 2.125' IN FROM EACH CORNER. 1. SPACING FOR ITEM NO. 27 (1I8 x 1' PANHEAD SCREW) ATTACHING THE ASTRAGAL TO THE INACTIVE DOOR IS AS FOLLOWS: FROM THE TOP DOWN 1 3', 5, 18.25. 40.5', 59.25',. 74.25', 76,25' & 78.25 3. THE HEAD JAN9 IS ATTACHED TO THE SIDE JAMBS WITH (3) 16G1 x 1/2' CROWN x 2' STAPLES AT BOTH SIDE, 4. THE THRESHOLD IS ATTACHED TO THE SIDE JAMBS WITH (2) 16CA x 1/2' CROWN x 2.5' STAPLES AT BOTH SIDE. 5. THE SIDEUTE IS DIRECT SET INTO THE JAMB 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 (18 x 2' SCREW) SECURING THE'MULUONS TOGETHER IS THE SAME AS THE PERIMETER ANCHORING SCREWS, 6' OOWy FROM THE TOP AND UP FROM THE BOTTOM WITH (4) MORE SPACED AT 13.7' D.C. 7. WHEN ATTACHING THE HINGE TO THE JAMB AND THE BUCK USE ITEM NO. 12 (110 x 2' SCREW).: WHEN, ATTACHING THE HINGE TO THE JAMB AND THE SIDELITE A7 THE MULLION USE REM NO_ 37 ,(� IO x 1 3/4' SCREW), FOAM GASKET do SILICONE CAP BEAD 1- I I.:'' MIN. EMBED. • . z .15.' MIN. 13 C-SINK cy N • p�Om < < 7 ' < 17 o a w � Li �.4 TD •' ' a CC o o EXTERIOR •. �.00 • - +. e . < 111 a3 CL INTERto t2 a I z 4_ 10 SEE NOTE 6 26 9 7 'SHT. 4 n 2 4 HINGE JAMB TO BUCK, .25' MAX. SHIM' SPACE u1 �o r �I 21 35 SEE NOTE 6 SHT. 4 a 0 F In — i W T „ v1 -z In cs 41 z 29 13 SEE NOTE 1 a J SHT. 4 31 3 RIZONTAL CROSS SECTION 1ffrFRIC� 4 O STRIKE JAMB TO SIOEUTE I- I Y 1� • J (L 013AB4.3431 III APN^'•d.8-.,rlrl<y n lid 1\< -'/J '1 Fl.,LU a ai<` c d< aic. m TJH Uu< NOA. �. m RW. Al4ml Ud< P,%W%.l Q..qW OxAIv,C Mo: Oi a7 S-2151 ' am .4 or SEE NOTE 3 SH7, 4 14 TYP, J. — 6' 6' 6' 6' 6' - 4 3. 3.. I 6' 3' I i 3 I I t I - I ;, 1 TYP, r 11 1 1 J TYP. SEE DETAIL TYP, " SEE NOTE 6 SHE 4 'F" SHT. 5 TJ SEE DETAIL 'C' SHT. 5 SEE NOTE 6 SHT.. 4 - - SEE DETAIL 1J "H' SHT. 5 'D' . TYP. TYP. - lTJ J' J" 3' 6' -' I 6' J' .3 J. b. 6. g. - a.QZ 1 Q ZON :. e 41 3. a —I L I g^ g• e SEE NOTE J SNT. 4 1 p W o 03 In �i — N r EL }-, SEE DFiWL SHT. 5 H c o n 4t. iS c " Ci TYP. r aV w) TYP.. — _ � Q1 — Ln SEE NOTE 4 SHT. a n .p, SEP DETAIL: 'E' SHT. tips 14 SEE DETAIL ° 'G• SHT. 5 •O. _ 1J 'C' TYP._ TYP. w raj^ 011 SEE NOTE e . 4 SHE 4 a DO 16 F DOOR W/SIDE1 rtF5 SINGLE 006 �^ A ..J57- BOLT DEEP 13 ENOUGH FORA 2' 12 BOLT THROW T 10 0 1:3 HId.6D4.38J1 10 13 wn 08 10 01 Appror.duanpJais6 wip/G� DLO N.T.S. 11 +41. wlep C e oq Yt TJH o„ 10 DETAIL AAA 'TH NOAA n Ldu d pmdw awWc U04 RW 0*1 ATTACH ASTRAGAL THROW BOLT-�IA1L� DETAIL 'E' STRIKE PLATE TO FRAME ASTRAGAL THROWS BOLT5 uY. 5-2151 AS SHOWN. DETAItAlt 'G AT THE THRESHOLD 1.845" I--- 1.713' I W 1.284" - -1 h N 1n t--1:077 - -� cl 4� v, `n N: a0 Na � • '': n ONE i to tt1 20 21 ? {---' 1.531' --i Fes----}- .526' .. p � p. 22 J WOOD FRAME 526• SID BLANK 510E STILE 3B 2.713• 3 c FINGER JOINTED PONDEROSA PINE O 1,232• FINGER JOINTED PONDEROSA PINE q J3 �_� IP LITEFF1A,Mf TCU fTH RWA-TIT I'c PO YPROP FN 1 W c z r,0 q- �P AST7 - PLASTIC. LIP IITE FRAME ^ 1.92` EXTRUDED BTS J4 2.14-1 • EXfRLIDFO 7Gin T e ti a - e INSWING DOOR BOTTOM FP INSY/tNG sIDELRF 15 FC. TOP RUL O Q t 1.531 "--� 1,531 • ---� 4 EXTRUDED VINYL ORO O WOOD COMPOSITE O BOTTOM BOOT FC. LATCH SIDE ST1IF Co WPOSfTF Fc=wo,00 HIM ,F cfOF sn„� �3 WALL WAX: .OJT WAti MIN. 0.09 • EXTRUDED VINYL WALL 3 ,o 0 IN L T l I S.75' Oi--1sJt•--� ``' 1 EC. BOTTOM RAIL SFLF ADJUcn SADDLE THR cunt D WOOD COMPOSITE a D O ": ALUMINUMMYL N045';WAL A IM, 19 i }—.097` O9 2.375' .OBO•_THK. WAIL VINYL TYP, 4 x 4 S DOOR. HIN CONSUlTAM7, o aTc 08/! 0 01 �� AppmcJ a.wnpltIgw1,l the sVtL -N.T.S w`nJ, u+Jl.� Cat. 0 oro, PV: 7JN N. 7 o 2 o w+� w RW o A' SS. BOTTOM RAH ''� 3O - Nurl y.w?,WaA 9.3paw�c Ia.: StDFI ITF TOP k BOTTOM RAIL ° W000 6DCK RI D .K WOOD COMPOSITE yt S-2151 FINGER JOINTED PONDEROSA PINE FINGER. JOINTED, PONDEROSA PINE - >aan 7 OF AL Material I M SKIN .070 WMWUM THK k Tif?ERCJA537C ODOR SKIN A10' WIN. THK FIBERCIASS w THOW4-TRU with fieid rtnn F min. =6,00b ' FlBERGLISS 2 FC. TCP RAL 13d1' z .94' THERW-TRU wow COWPOSITE M COWPOME FG UTCN SitlE -TRU, ii= �WPOSRF 1.531 , 1.209 xOCO CLWPCSaf 4 FC 9fa OLE -iRU P01, ROSA PINE 1.531 , 1.209 WCCO 5 fG 60FOW RAIL 15J1 x 125' THERW-TRU WOW, COWPOSITE '*= OUPOSIIE fi JPCLYIJRETI {A FOAM S 1.9lbs. DENSITY FOAM 7 1 SHORT REACH COMPRESSION WTATHERSTRIP ERMA-TRU FOAM 8 I LONG RFJAH COIrPRESSKW WEATHptSTRIP ER1AA-'TRU FOAM 9 4 x 4 HINGE .097 THK. ERMA-TRU STEEL 10 10 , 3 4 P.FH WOOD SCREW Hine to Frame S tEL 1 I SS d7TTCW At I I r .94 rri<.%LHIRII KKO wpsz AOCO CDWPOSITF 12 # 10 x 2 LG, PFH WOOD SCREW STEEL 13 18 x 2 I 2' LG. PFH WOOD SCREW,, STEEL I4 J 16' TAPCON ANCHOR ELCO 2.0' MIN. LG, STE L 15 SIOELITE _BOTTOM BOOT .090 - .EXTRUDED VINYL VINYL 15 2x INNER WOOD .BUCK WCOO MAX.. I 4 SHIM . MATERIAL WOOD KWfKSET TITAN 700 SERIES PASSAGE LOCK - SFlf ALLSA571hC PC" SADDLE DIRM00 ALUM. W000 <. : 1. MA- U; WOOD E22 ,1 - SA WOOD 4• r1. JAIA MA- , M WKWIKSET TITAN 700 SERIES DEAOBOLT- ASTRAGAL WINGJAMBER If WR68T .052 WALL ALUM. 6063-TS 25 GLAZING 1 2 INSULATED TEMPERED GLASS LA GSS 28 SS 571£ -TRU, IKWCEHOSI PINE1.1 , I 1 WOOD 27 8 x 1 LG, PANHEAD SHEET METAL SCREW STEEL 28 lNS1Y1NG OpOR BOROM SWEEP VINYL 29---WOOD 30 MC00I= BLOCX 1375' , 1.515 POKi0F1itZSl PINE WOOD J1 SS U 1RU Nt700 CWPI>SIfE 1.18.1 r 1:5J1 *= CUP05ffE 32 1 8 THK, KING TAPE ST1K-II APE 33 VL1lAR P FRAIL B -TRU BTS 34:AAM LIP UTF I'ME am, jh2uA-TRuj M- 35 NQ&Roskpw WOOD 36 -lu111E SUE Silt -TRU' .1SJ1 a.65$ PQ40EFiIS1 PINE WOOD 37 110 r 1 3 4 1G. PFH WOOD SCREW STEEL 38 4 TLP RAL 1JJI ,.94 T1f w-TRU`1C00 C0MFi1511E iiCW 39 NOT USED _ 40 SILICONE CAULK SILJCONE 41 . 8-10 PLASCREW FOR ITEM. 34 STEEL - 42 42111E to 1 60TIUl wL -iRU, ISJI , :L56 PCfaF 1SA WOOD 43 fB x 2 LG. PFH I STEEL 1.531' ---j T. o� L J8 h SS. TOP RAIL WOOD COMPOSITE .592' Z W .579' I.SJ1• r— -- 1.3.16' --I 0 00 i� I M Wi LLJ O .O CIO O -'1 179' El 26 3 COMPRESSION WEATHERSTRIP LONG REACH COUP WFATHERSTRjP BY THERMA-TRU W ca 4 FOAM CELL CORE W/V1NYL JACKET FOAM CELL CORE W/VINYL JACKET SS, WOOD HIS SIDESTl F CLnn � in 0 (31 ASTRAGAL HAS SI3� N w (2) 8.0" n ..BOLTS O BOTTOM a (2) BOLTS O TOP 0 x DRILL TRU FOR 1.767' J57' DIA. ASTRAGAL �i N DRILL TRU FOR A IS RETAINER BOLTS w PFH WOOD SCREW 2PLC5 WINLUAMBFR II WR68T 24 WINDJAMBER, II WR68T STRIKE PLATE ASTRAGAL (ALUMINUM 052' WALL TYP ) o no 0 z �- B.Q' �euuniwa coHsirir�n. Int 04 ].6E4.38] 1 DAM OB 10 Q1 AS7RALR N.T.S. �--.� IN FR ,O T v1 -' ApMorade[onrl�la�wW t1. MATERIAL: C/R R60 ZINC " F AI'. w.YCo" TJH OJ1 I YELLOW CHROMATE Rn.l� : �2 oac ar: RW f---i.5J1'� , . Nlxoll Uide I'rod�d .. 1 ortwia ro: SS_ LATCH SIDE -SnLF COMPOct ur 1' S-215I s�cxr � or 8. 10t Mumortl d Road Butim, . 46721 � 2�33.�.Sg11 w;�c�arle 2vt'1.86g.5190 MWW 2# Fi= Cia€xacl SUMb Sw, Se= F bwr Door (Glazed) with or mdlotlt Sid --liter ;3�rrr1 � hTt�1 11p,tS11;'�► $ � iiJs Irt-awdq Caaflgaradl�s: JC, ®�k;0, XO, dDX, +� e(D1'D C- ral PMApSW TbC UMd ac dpiift ar7. wood rn=zing 4.3" x 1.25" with an carndod aiurniiimm thrM �1d, The &or Isis and elite p2nds are 1.6r Qk c_ ;O, of tm SSDAC skins with a thickness of 0.065" far the M-mr C MC Suite ar the SWwth Star SerII~s with a dda thickrim of 0.070"..SUM are glued to wood sales and raids with a uz i . corc. The gzed site 1 maW to recen, a I/r term ar ll2" utaalatcd Dempets�d lip kite hmerts or iategW Rush eized d#`Ms mmamerc d by 1 bergiaa-TAL 1fi' St 37i QW7 4 31Extea' r r Asp l 1707 4:5 M9lRws DM Pies . Repwt Tss! Gxat[�ar Rate No. t`zrh'f+ lav�a�r Idi'Ti;=CYludi Iets730,t997 110-1940-1134 }lcrtyibtaasxt}I,*<3:�23,£s Ak ?} E — - NY .3MW 2001 RTC-01741-11009A Dats1,. PR 02-49 N--C ..-d? uDdo may 30,1997 310-1940-M4 RaFTY bftwr:a16233 TAS:s}3 PuYno4Etra�g F'rr - ila NY , WW23 3001 ErC-01 741-1101M.0 Dstklaa P.E. #42M 0WA= NC--OrW2ee 11 May 30,1997 310-19� 04234 13enr 1*r sray,11z�3; A8IME331 i C _ $, , ?VY jum 2001 ETC-0I 741-11009.0 NiTL - Oa1 kiay 30, t997 210 1940 1234 13arry Prn 3er 11`ia8 il."TA9 E223 I Aat iailAsxlW -'tf , -NYTC - PYI&C Y 313= = 2001 ETG01741-1100&0 M 44—nMl TA4301/1113 �� NIA,N/A NIA MA 9 ? $i{r�[it�B WHO i.1YOSMl�Pt�A-a p7oDO0K7 OQtt t►1C'3 177bq (vna1Y0 lxspg. nrssu�ovaw nwwruaa uww... - - pwdua == b. s buft TW to metL R'•e6TittP 6abri3 Configuration . Mwrnum Size Design Pressure Ratings t i aitxl a E 9R) L To TO x 6'8 + 47.00 - 47.00 1 SaaE wail Sictd tcs a UR '1'o s'4 x 6'8 + 47.00 - 47.00 Alma AstraO Alum Ghued 13oub3e 3IX Up To 6'0 x 6'8 + 40.00 - 40.00 1 + 47.o0 - 47.Gi) Gla=d DmAft with SiWitra OXXO Up To 9'4 x 6'9 + 40.00 - 40.00 + 47:i;0 - 47.W 1. Bvah"ed for M in jocmionl adhering to ft Florida Bee ing Code and where pressure rCq is as dew. ndl nv-; b AqCl 7,Ai-emix for and tuber Structures do not exceed the design pressa'e mites lisp - 2. For lb9my irlstalladons whCre the Sub-;Aack it, I= than 1-1/2 ind>es (FBC section 1707.4.4 Aw1wrage ;tr etheds xW y l d�a 1707.4.4.1 and 1707.4.4.2) swrx des Tapum type con=te anchors must be substituted and One leuglh Must be mmb that a mini 1-114" e» date Tr q pcon tuna the masonry waU is obtained '11 F.Ofe-a pTOfC_-aj r+al '" - Sc2l Na. 43409 May 22, 2M2 Lyndon F. Seib 19506 Frcnch Lace Drive Lutz, FL 33558 e -Truo Fiber0azzic Smwth Star In -swing Fiber Pass Door t1.0" S.0' 3.0 3.t3. 3 0" 3.0' 3.0 r _ SEE 2 LaDE7rtl� r, o �- — ► When attaching Sidelite the above anchoring applied. SEE SEE NOTE 110 x 2' L ;, PFH CIS t 110 x 3/4' LG. j l o x 1" LG. PFH WS PFH WS SEE NOTE I 110 x a'/4' LG. r o' Note. PFH WS i FA1L •�" When attaching the :a"e & deodbott plates to ffiv etrike ft SEE NOT£ All psrknoter screws are Duck use �10 x 2' LQ_ Pit WS. E' When' attaching the str&& J8 x 2-1/2' PFH WS. deadbolt plates to VNs astragai use 18 x 2 1/2" Lg. PFH WS. When attaching the str'ke jcs -b & 3' ,n sidenta jamb use 0 x 1 314' (2) jB X 2 1/2' LG. ! g. PFH WS. 3 PFU WS (2)18 X 2 112" LG. z l Ffri WS SEEs^ w OEi,AtL Ch w SE/�Xp COASTAL DET141L �" A ALUM1Nt1M A57RACiAI ALUMINM ASTRAGAL ATTACHASTRAak THROW TRWE PLATE TO FL� SP AS SHOW. a ti m h DR&L THRU FOR DMLL T HRI 1 FQR A .35T0 BOU DEFT' A .;57 EtiiitT Cam? ENOUGH FOR A 1" ENOUGH FORA 2' i A 9OLT THROW T THROW 6. �^ ALU1.11NUU ASTRAGAL rYoSS`; L ALUABWMtci.$ AMtC� -' i� DETAIL "F' TF-2 n"F SFE iETAtL c ASTRAGAL THROW BOLTS AT THE THPESHOW 06/20/02 11 t 40-nm P. 00-3 ta lding Consultants, Inc.. canwkiag mid a&eering Services for the Building Indus C P.O.Oct 2.'§t) 3ralrico, FL 33594 Fho= 813.659.919'7 Facsimile $I A51)Abls 108,�9ula�ci ;;o�ai Mer, I7 46721 �2 .868.3811 FRS5FA7ilC260.368.5!90 MoM Dedgasgow. lat€er Clzsaitl5m=h Swr. Sodw Tel less Dpr (C;pgw) with orwitboct Sida-3ims Sb= wq. to W4 A 4'9D UnW'e DM-wkg Ccadipi atbmli X, OXO, XO, OX, XA- & OXXO . Al crVd(m: The head WJimihs am weed meastTing 4.57 x 1.25' with an extruded aluminum threalw d 1w door panels otd Este GIs Zee 1.697 66A wW omsist of two SMC. ddns with a thidueem of 0.110" for the Fftr C#usic a;icy or ft .-S m oib Smarr &fiw with a Alft fbickam on 0.070r %w a7_1 glued to wood stiles and rails with a aretham. core_ TU glazed sidd1es ire routed w MO.^M l,o" tempered or 1/2" into aged, eyed lip lite inswu or isrlegral i tour gWed Ifts nlmn&=ftr--d by'; F,er=aa 1. &OPM" 7 i a & (l707.4.3 Burntar.Dolr. Aden; 1707.4-5 Mallions Door As riialies) Ten7VO'-Ca'dRy T=1 lAm-am .:•.. ':' R No. i 7;.3r101 01-741-10703.0 wouk Umey, P. T. *4I5R A37'i![kT3311 ETC - Tad��ta3, iy'Y Moy 18; 2001 01-74]-IOTDI.o Werddl iiasiay, A. E.1'3413�iOctoberA9 2001 01-741-10393.0 i ork Paaapg P.E 053T.Z6 M" t`1, "1 01-741-10703.0 Wo¢dril k %wy, P. c. 054132 TA3 ^dT2 myc - Rx'=a, NY " 14, 2w i 01-741-10701.0 WaWoll f1me , ?. E: 954153 Odobtr 19, 2001 0I 741-10593.0 A[ark P T.E.1531M May 17, 2W 1 01 741-10703.0 wrade l3'laaq, P. E. #54159 A8T24E331 FM- ,N3( M3y)R,2001 01-743-10701.0 WOH I P2M4, P. IL 35.1.58 1e� Canto 19 2001 01-741-10593.0 MWIL1' O,P.R 133T5b Miry 17, 2WI 01-741.10703.0 WaeEe11 ilaexy, T. E 134i$N AMU H21S'i Air °a>la&Vica Ex - 3%ochr.ifr, W1 May 18, 2W I 01-741-1070I.0 W=&B linty, P. E. 4541.59 tklelrr 19 2001 01-741-10593.0 MwkPw=o, P.E. 9517U TA;iA3r.03 "1'rp'B 33/A N/A NA NA :'a$sA5:11Sa :�s. IDp P �tlFnLCC'H' SD9'.H= 1 STf f7 r`JFIDS`m a%=w. lei Premm M: Cdla��tatioa -&Uximnm Size Design Preswre Rating g' Up To 3'0 x 8'0 + 67.00 = 67,00 QMr Si yYll-1t Siddites Xat OX, OXO Up To 5'4 a 8'0 + 47.00 -47.00 Allan Astragal Coastal Ahllai ,Minai Double Xx 1 1'o b'0 a 810 + 40.00 -40.00 + 47.00 - 47.OD k -4ith Sim C-XX© r. TQ 8'4 x 810 + 40.00 -40.00 + 47.00 - 47.00 SM Mmww side Vim PAge Lim 1. E+aiuzMd for use in lsatxlfiGM fang to the Florida Building Code and whore pyre nxpurements as ddcrmawd LY A= 7 MW Dedm Usda for RrAdbvp ad 04her Sinaciarn do not aweed the deaign premise ratings h 1wx. 2. For Mum y inxta'W x wk--r the -buck is !sue :,km 1442 inches (PBC section 1707.4.4 Andhorap Metho& and mb-i=0=1707.4.3.1 aezd 1 0 7.4.4.'_) wam diw.ee.;.r Taman qpe concrete ancbms must be mAntimed and the length must be su a th t s minimum IAW- esg2p== of the Tlapeon zdo the masonry wail is obtained Qn4gAM Fevicaa rmfes *�W Eagm= - Seal No. 43409 May 22, 2002 Lmdm F. 19' -6 FTemh Lace Drive Lutz. FL 33559 F. f 06/30i02 Z1.4apm a . 00 -a -- ' � - ' Fi l s / Smooth r In -swing ing Fiberglas-9 9 o Aft-d. m Size Up To 8°4 x 8°0 6.0" .3.0' 3.0' SEE 1 DETAfi x When attcching Sidelite the above anchtaring cppii--S. = � fro 2" L�. SEE NOTE y PFH 33 -C SEE DETAIL 110 : 3/4" [�. rt0 r 1' LG. j "0" PFH WS lFH WS fj SEE NOTE 'A' _ 110 .x 314" LG. P'FM WS RETAIL I Note: �-~- 1 When attaching the strict w r - �) &" 6' -►i F"- : deodboft pietas to the vrAw +� NOTE: All °DerfmAter screws are buck u3c jF10 x 2' Lq. PFr! WS '_ - -----, d x 2•- i 2" PFH WS. When ottocSnreg @ tttsstr&t & SEE dsodbalt pWtee tt� he a6trogd use: 184 2 1/2" Lg. PFH When attaching the strike jamb u> _ ekWte jamb use I10 x 1 314' ..� Lq. PFFt WS. - - (2)18 x 2 1/2' LG. (2)8 x 2 1/' LC, PFH WSPFtt WS ~ . t SEE fA SEE BEi. L - ALUMINUM( ASTRAGAL COASTAL Iri x ATrAGH ASTRAGAt THROW BOLT e STRHCE MATE TO FRAME AS St:;(3t". DRILL THRU FOR DRILL TH" MR A -W'O t3OLT DEEP A .357'0 BOLT DEEP ENOUGH FOR A i' ENOUGH FOR A 2' 8 i SOLI THROW T THROW } IB ALUMINUM ASTRAGAL Cc % TAL DETAIL 'F" - 53." a£E 1;c?AIt ASTRAQ%L THROW BOLTS AT THE THRE~ii= -ROM':SOLAR—TITS May. 12 2003 03:39AM P1 � Ski JOY) FAX NO. :4073341810 % ' �' a NATIDNAL CERTIFIED TESTING LABORATORIES 1464 GEMINI BOULEVARD • ORLANDO. FLORIDA 321537 PHONE (407) 240-1356 - FAX (407) 240-8882 5TR 1G'I URAL PFRFORMAE TE_.ST REF'nRT UWERSAL REPORT NO.: NCTL-210-2089-1 TEST DATE: 09-24.98 ENGINEERING SCIE14CES REPORTDATt: 09-24-9s RE'VIE (1WE® EXPiP-ATION DATE: Alld PARENT REPORT NO.: 210-1662-1 LABORATORY CERTIFICATION NO.: 98-0430.01 CLIENT: Florida Extruders International Inc. REVIEWED FOR CODE C 2540 Jewctt Lane OMPLIANCE Sanford, FL 52771-1600 TEST SPECI1j'IVN: Florida )~xtrudcrs International Inc.'s Series "Milestone 1000" Aluminum Sliding Glass Door. (Type XXO) (SGD-C30) -TEST SPECIFICAT141't: AAMAINWWDA 10111.S. 2-97, "Voluntary Specifications for Aluminum, Vinyl (PVC) and Wood Windows and Glass TEST SPECTM>;,N P-UQR1YEJQN GENERAL: The sample testad was,a ttuee panel type "XXO" aluminum sliding glass door'' easuring wide by 9'0-31�4" highovaratl. `'I�sa jefi'active and right panel measuring 5'0-1/2".wide by-7'11=1/a'� high; the center active panel measured 5'0-1fZ'ri. by TI 1-114- high; the right fixed panel was secured to tho jamb with three 2" long alumintm rc:tainars each fastened to the jamb stile with a single screw, One plunger -type security. lock was fastened to the k:ft acllvc7ock'stil' with the kctpts fastened to the left jamb_ One adjus�lile metal single roller assembly was used -to the'left active lock stile with the keeper fastened to tho loftjamb. Ono adjustable metal single rotter assembly was used at each end of the active bottom rails. The frame was of doutsla screw coped corner construction. Panel top raillstIle corners were of double screw overlapping coped corner construction. Panel bottom rail/5 le c0mcrs were of single screw overlapping coped corner construction. INSTALLATiThe 11'ame was mounted to the test buck using fifty-two (52) (H 8 x 1 ") flat head screws. C itA7,1NG; All panels were channel glazed using 3 116" thick temperod clear glass with a floxible vinyl glazing bead. WSTP: Double strips of polypile weatherstrip (0,190" high) were located attach interlock stile. Double strips of polypile weatherstrip (0.360" high) were located at cacti jamb. A single strip of flexible flap vinyl weatherstrip was located tit the bottom rail. Double suips of polypile weatherstrip (0.19'0" high) were located at each panel top rail, A polypile dust plug measuring 1-12" x I" x .250" high was located at the sill under each interlock stile. PROFESSIONALS IN THE SCIENCE OF TESTING 7ROM :SOLAR, -TITS FAX NO. :4073341313 May. 12 2003 03:39AM P2 t _2_ �1TCTL-210-2346-1 Floridc: Extruders International III-'. Screen An insect screen measuring 49-5/8" wide by 31" high with a square cut screen frame and a aquare cut plastic corner lays. installation Fastenerst The specimen was fastened into to the wood � d test buck using i head ten (0) two (2) -) Say Z") head strews; two (2) in the head, (# 3x 11), two (2) 26.1 /2" down from head in, jambs; four (4) (# 8 x 2") were used below the fixed rail; two (2) in each jamb. TESTRES ULT'S nra Tile of Vest cL Metlz�d ,2.2.1. Operating Force Active Sash 2'.1.2 2.1.3 2.1.4.2 2.2.1.6.2 Air Infiltration - ASTM E283 1.57psf (25 mph) 'Water 7-'a_rwtrati.on - .1ST1if E331 /547 5.0 gph/ftt W TP= 2.86psf Uniform Load Structural-ASTt11 E330 22.5 psf Exterior 22.5 psf .Xnterior - Deglazi'na Test Active Sash Meeting: Rail Botwm Rrail Left Hand Stile Riiht Hand. Stile (70 lbs.) (70 lbs.) (50 lbs.) (50 lbs.) TESL' COMPLETED 04/21 / 00 eC Mulre _ 15lbs_ max. No Leakage 0.024" 0-027" 0.106" (2.1 %) 0.118" (3.81110) 0.095" 0.9%) 0.046" (0.9°/Q) 30lbs. m•ax: 0.80"cfm/ft' So Leakage o. 904" 0:204" < 1009 < 100% < 100% < 100% le 2. 1 of AAMAI The tested specimen meets (or exc i performanceiste ralto were secured by using n the in bde9 gnatedtest metDand 101 11I.S;2-97 for air infiltration, indUtdte complkMce with the performance requirements of the reference specification, paragraphs for the (DR-R30) (5s-1 /8" x 72") product designation. records area compartzon to the test specimen at tine time of Detcrlted tlrawir�ga were available far laboratory. this report. A copy of this repol.-t afon with representative sections of the test epecimen will be retained by NC;f'L or a, period of four (4) yearn. results obtained apply only to the specimen tested. No conclusions �` or made o the 8. specimen may be drawn from this Of any kind re the adequacy q 4' test. This nsport doe4 not constitute certification oft act which m y only be granted by a cartific¢tion program validatar. NAVONAL C RTIFTED TESTN4 LABORATORIES LANE ision snager MIEL/ld i ROM :SOLAR-TITE FAX NO. :4076341818 May. 1Z 2003 08:40AM P3 FASTENER LOCATIONS s _ s 31 7/8" 24" 8 ��4" CJ,C -- - 24" 0,C, P, TYP, TY 15,_0,1 _ The test specimen was flange mounted to the test buck using forty --eight (48) #8 X 1' FH screws at locations shown. �- - DENOTES SCREW Ml NATIONAL CERTIEIU TESTJNG LABORATORIES ,SOB N-0, c NCTL^210-2089-1 a COMPANY F'LORT,DjEXTRUDERS SST ,DATE 9-24-98 -ROM*:SOLAR-TITS FAX ND. :4075341010 May. 12 2003 08:40AM PG TM 0 ALITY WItlDOWS sT FLORIDA EXTAIIDE$5 SLIDING GLASS DOOR FEATURES & SPECIFICATIONS COMMERCIAL PRODUCT RATING OF C30 WITH APPROVED FORCED ENTRY; C40 AND C60 OPTIONAL 0 4 . 3/4" FRAME DEPTH CAN 2 TRACK DOORS 0 6 5/16" FRAME DEPTH FOR 3 TRACK DOORS 0 UNIQUE 1/2" FRONT FLANGE FRAME DESIGN WITH SNAP —OFF FLANGE FEATURE FOR IMPROVED INSTALLATION IN BOTH MASONRY AND FRAME CONSTRUCTION 0 AVAILABLE IN 2 AND 3 TRACKS AS WELL AS POCKET UNITS 0 PANELS HAVE UNIQUE Dd=EP DOUBLE INTERLOCKS FOR STRENGTH AND REVERSIBILITY; DESIGN RCQUIRES 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 0 RECESSED DIE CAST LOCKING HARDWARE * OPTIONAL WOOD PULL FOR EASE OF OPERATION 0 3/16" TEMPERED GLASS STANDARD; OPTIONS ARE 5/8 INSULATED, TINTED, AND LOW—E .0. INSULATED DOORS AVAILABLE WITH INTERNAL CONTOURED MUNTINS 0 AVAILABLE TO BE MANUFACTURED IN CUSTOM SIZES AND COUNTER TOP UNITS 0 AVAILABLE WITH TANDEM ROLLERS s AVAILABLE WITH A STAINLESS STEEL OPTION 0 DURABLE WHITE AND BRONZE POWDER COATED FINISH I if" earl MA F:,, -- a? :J_•:;T.. 09. 0S. 95_, n 45 _Fid Nn5 0 9, -IJ T,i, 4 5 Q 1; a G P M F 0 1 ,Two FjP,0M : SOLAR-T 1 TE FAX NO. :4073341012 May. 12 2003 02:40AM P4 I� AT;HING 07HEFZS UCCO SIDiI 07HE 'ERIME CAULk OTI- SHIM AS RC'0'D INSTALLATION ANCHOR (SF: - NOTES) >:S SCpEu r et t) Le RF T W F E N ivo nY `-,QDU BY 7T>-EARS if I /a' MAX. T---- SrT1M SRa;:E I I-F/S" MIN. EMBEDMf NT SLIDING (;t_AS: DOOR i;E:1D TEMPERED GL -__ t1Y. I D❑OP HEIGH.T LIDING GLASS tnOR FRAME —� SILL 1 C+ 1£ ,7 a D LiBERx\LLY APPLY CAULKING UNDER SILL OR SET SILL IN BED �— INSTALLAT;ON ANCHOi: Or CEiNCRETE 3/16' DIA. TAPf:DN SECTION A -A DQDR.WIDTH SLIDING GLASS DOOR FRAME -� JAMB TEMPERED GLASS (TYP.) PLRiMEIER CAULK BY OTHERS SECTION B-B MAX. SHIM SPACE � 1-1/8 MIN. F"MBEDMENT _ TQ0 EY WOOD GY OTHERS. I, SLIDING C)LA:S L:iJOr, IIDOV STRIP �- SP41H AS REO'D. (SEE NOTES) —_ INS TAL LA T IO V- ANCHOR. ti3 SCREW --- CAULK BETWEEN DOOR FLANGE P, S`jCATHING - SHEATHIVQi BY OT1iERS TEMPEP.EP. GIAS-, STUCCO (TYP.) OR SIDING / 3Y fITHE'RE Sl_1CIyG GL:SS_ a-'L:t� — INTE:PLUC _ B 1 v r? � ANEL uE^� E-.ICwN INSTALLATION ANCHOR xs SCREW T1.71 n� WDOD :RS aULK BETWEEN 3OK STRIP a 1EATHING 1-1/9' MIN. E:MBEDMENT ��-O-urt �1U11Yv DY OTHERS HOOK STRIP DETAIL NOTCS: 1) DDCR MATERIAL: ALU41NnPI Ail,0Y 4C4-3. 2) 49 1MSTA�LATION SCREVS M•,)31 BE Qr Surf ICiENT LENGTH TO ArHIEVE MIN. EMBEDMENT Dr 1-1/8" INTO VUOD. TAPCD, TYPC INSTALLATION ANCHORS AT SILL MUST RE Or SU.'FICIENT LENGTH TO ACHi_vC )'IN. C.M9.ED<NT Or 1-1/4' INTO MASONRY OR CONCRETE. 3) INSTALLATION QrCypp CXLgT Ott RACx Or, THIS SHEET_ 4) USE SILICONIZED ACRYLIC CAs.r S!:M;ND PEUR rLANGf AT HCAD L JAMBE. 3) USI SILICONiZED ACP7LIf' C=t r:L7 a[R;rR �TESEAL AROUND LXIFRIOR OF DOOE. 6) 1F EXACT DOOR SITE IS hr7 L-1S7.71, lx AI•SCrr CHART. USF_ ANCHOR OUANTITY LISTED 4ITtr NEXT LA2GEP SIZE_ 1709. THC APP?=nZIAT? DESIGN PRLSSURE PEO'D. 7) rCJt' POCrET COCK S1'S: Li,r r! cE 27p;SS DOOR SIZE & CONFIGURATION TO rWISHED OE'CNING. �.'.'• INST1,• nl!JN ePiC�-_�:5. fz:!N* C�" F-rpr, STRIP AS S"CvN. R) v.>c .. 0.-..-viS Or ASTN C1300 GI -ASS CHART;. 9) DO(IP UNIT IS t;?PPOV_D USIA, iCH'_?=D GT-ASS IN SINUE GL!•:',D OR INSULA:iNG rd.A$S 10) JAMB / S!LL CDRNCRS rPC YD I;S ;'A,ED V')Trt A ',MAI-L JGINT SEAH SEALER. 11) SHITT AS R1'0-0 AT EA SCt rr 1r:C:At-_aTIO" ANCR 9S MAX. ALLOt1ABL_E SHIM SI ACv. TO aF 1i-4' 1r_) ALi_ jx:;A LA-jr�.1 :.•K:.-o; '� [ T- COa4031Drt RESISTANT MATCRIALS 13) vtiI Rr -q- q[-Rr-.-x? r- -_ _ .:.,4! DEPRr'CNTS FIX'p T'ANCL AP='2- _D 3N Ir,1,IRATIONS AO' - L:a -D -�•.. _�? =.,AZT LY+ RACK OF THIS 'SHEET. 14) NCi ALL CO)-FIGURA;1 ':,' L:_T.' _=�� ARZ S.OVN ON TH!$ D A,VING, Hr1vFV'= INSTALLATION TL' INS TALLATiON Or ALL .•`pR7VED ti DN ' i1�L11'A 11Op(S l')) T LL?;DA LITTV;Y ;Z: iCCC - �:_:31`•:; C•_=SS DOCP iS SHOWN THIS PP1NT ,,LSO APPLIES TO :D'!C SCRIES I'D SV P_ . DESCRIPTION ! CATE-- I - FL11PIDAiNT, F.XIF:UIIF::S II.Ti..: =: I rI 'u GLASS POOR T .L, :1TI0N WITH, �--'S CCP,Ew,�.- Li::.�.iiv kl- 7OVEI) BY: L'11TE: JOWL r l LEX0027 w TRUS�SWi4Y Trussway, Ltd. Southeastern Division 8850 Trussway Blvd. Orlando, FL 32824 Ph. (407) 857-2777 Fax ( 7-7855 UNIVERSAL ENGINEERING SCIENCES REVIEWED of REVIEWED FOR CODE COMPLIANCE awl szovill Project: Lennar Homes, Cayman B Celery Estates Lot 13, City of Sanford Truss Design Loads (Individual Drawings may show Special Loading Conditions) Gravity - Roof 40 psf Total Load Gravity — Floor 60 psf Total Load Wind: 120 mph as per ASCE 7-02 & FBC2004.Truss design software: Mitek2020 Name, Address and License # of Structural Engineer of Record for the Building: Name: Lindemann Bentzon Engineering Company, Inc. License #EB0006871 Address: 375 Highway 50, Clermont, Florida 34711 This package includes truss design drawings with individual date of design. These trusses are listed below and/or on the attached spread sheet. These truss designs have been prepared by Trussway Ltd., under my direct supervision based on the parameters provided and shown on the truss drawings. The seal on this letter indicates acceptance of professional engineering responsibility solely for the truss drawings attached. The suitability and use of these components for any particular building is the responsibility of the building designer, per ANSI/TPI-2002 Sec.2. This is in accordance with Rule 61 G5-31.003, section 5 of the Florida Board of Professional Engineers. HRO , HR03, JO1403, J05, RO1-R09, R18, R19, R26-R30, R32, R34, R36, VO1-V03 October 16, 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. Tulp= PROJECT:CAYMAN BUILDER:LENNAR HOMES RF. DUR. FACT: CITY: Page 1 of 0 2 �5 JOB #: STATE: . DRAWN BY: " LE3157 RF. LOAD: 20.0-10.0-0.0-10.0 DATE: 01/22/04 RF. SPAC: 02-00-00 CHECKED BY: ^ Date Printed: 12/28/05 GBL STUD SPAC: 01-04-00 PLANT: Orlando SALESMAN: DS BLDG # B LEVEL BLDG T PITCH SPAN DESCRIPTION:FUJ QTY 1 CUNT PRICE SUBTOTA 3.54 08-05-01 OUTRIGGER HR01 1 3.54 02-09-03 OUTRIGGER c HR03 41 5.00 02-00-00 = JACK L JO1 4I 5.00 04-00-00 JACK t = - J02 1 41 5.00 06-00-00 JACK �. J03 1 1 02-00-00 JACK =} J05 1 1 . 5.00 40-00-00 RHIP GIR R01 I 1 5.00 40-00-00 RHIP R02 I 1 5.00 40-00-00 RHIP R03 1. 5.00 40-00-00 RHIP R04 1 5.00 40-00-00 RHIP R05 2I 5.00 40-00-00 RHIP R06 2I 5.00 40-00-00 RHIP R07 1 5.00 40-00-00 REG� R08 2I 5.00 40-00-00 _ REG CsLL �L� R09 I 20-00-00 REG ..�-.»�.-�>�19-11-04 R18 d REG ram, R19 11-04-00 REG w`� „ R26 11-03-04 REG R27 1 I 5.00 11-03-04 MHIP R28 I I 5.00 I 1-03-04 MHIP �..f R29 1 1 5.00 I1-03-04 MHIP R30 1 1 5.00 " 06-03-08 201 JR32 1 41 5.00 11-04-00 GIRDER w R34 1 1 5.00 20-00-00 DHIP R36 I 1 5.00 04-00-00 1 MVAL Vol I 1 Page 1 ROOF, COMPONENTS SPREAD SHEET o a PROJECT:CAYMAN BUILDER: LENNAR HOMES CITY: Page 2 of()c6d JOB #: RF. DUR. FACT:1.25 STATE: DRAWN BY: LE3157 RF. LOAD: 20.0-10.0-0.0-10.0 DATE: 01/22/04 RF. SPAC: 02-00-00 CHECKED BY: Date Printed: 12/28/05 GBL STUD SPAC: 01-04-00 PLANT: Orlando SALESMAN: DS REV. s f .P t a. e ' BLDG # B LEVEL BLDG T PITCH SPAN DESCRIPTION FU QTY 1 COUNT PRICE SUBTOTAL 5.00 06-00-00 MVAL IV02 1 1 5.00 .� 08-00-00 MVAL Total Items 28.00 TOTAL TRUSSES 84 Page 2 H5516 LT3157 HR01 Trusses y, Orlando, FI -1-5-0 1-5-0 5-9-0 aty Ply LE3157 - Lennar Orlando - 1 1 Reference (optional) s Jul 13 2005 MiTek Industries, Inc. Tue Dec 20 16:59:36 2-8-1 2x3 11 Scale = 1:17.6 E D 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/TP12002 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. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) B = 331/0-3-8 F = 460/0-3-8 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 = -48/20 D-E = -6/0 D-F =-123/118 BOT CHORD 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. B-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) 4) Provide mechanics connection (by others) of truss 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, B=-34) Ud PLATES GRIP 240 MT20 244/190 180 n/a Weight: 35 lb Junadie Budiman, RE, Florida P.E. No. 45161 8850 Trussway Boulevard Orlando, FL 32824 i December 20,2005 1 Job Truss Truss Type Qty Ply LE3157 - Lennar Orlando - CAYMAN L@3157 HR03 OUTRIGGER 1 1 H5518 Job Reference (optional) Trus—y, Orlando, FI 6.200 s Jul 13 2005 MiTek Industries, Inc. Tue Dec 20 16:59:36 2005 Page 1 1-5-0 2-9-3 C 1-5-0 2-9-3 le = 1:7.1 3.54 12 B T1 81 A 3x3 = 2-9-3 293 Plate Offsets X,Y : B:0-1-0,0-1-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1,25 TC 0.30 Vert(LL) -0.00 B-D >999 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.08 Vert(TL) -0.00 B-D >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 C n/a n/a BCDL 10.0 Code FBC2004/TP12002 (Matrix) Weight: 11 lb LUMBER 4) Provide meche connection (by others) of truss to bearing plate capable of withstanding 144 Ito uplift at TOP CHORD 2 X 4 SYP No.3 joint B. BOT CHORD 2 X 4 SYP No.3 5) Beveled plate or shim required to provide full bearing surface with truss chord atjoint(s) C. 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 2-9-3 oc 7) In the LOAD CASE(S) section, loads applied to the purlins. face of the truss are noted as front (F) or back (B). 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 C = 6/0-3-8 responsibility solely for the truss component design B = 149/0-3-8 shown. D = 12/0-3-8 Max Horz LOAD CASE(S) B = 43(load case 3) Standard Max Uplift Regular: Lumber Increase=1.25, Plate B _-144(load case 3) 1) Increase=1.25 Max Grav Uniform Loads (plo C = 28(load case 6) Vert: A-13=60 B = 149(load case 1) Trapezoidal Loads (plf) D = 36(load case 2) Vert: B=-2(F=29, B=29)-to-C=-42(F=9, B=9), B=O(F=10, B=10)-to-D=-14(F=3, B=3) FORCES (lb) Maximum Compression/Maximum Tension TOP CHORD A-B = 0/22 B-C = -15/8 BOT CHORD B-D = 0/0 ` NOTES (8-9) Junadle Budiman, P.E. 1) Wind: ASCE 7-02; 120mph (3-second gust); h=15ft; TCDL=5.Opsf; BCDL=5.Opsf; Category 11; Exp B; Florida RE. NO. 45161 enclosed; MWFRS gable end zone; cantilever left and 8850 TruSSway Boulevard right exposed ; Lumber DOL=1.33 plate grip DOL=1.33. Orlando, FL 32824 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. December 20,2005 157 J01 LE3157 - Lennar Orlando - CAYMAN H5519 1 I 1 I Job Reference 6.200 s Jul 13 20C -1-0-0 2-0-0 C , 1-0-0 2-0-0 20 16:59:37 2005 Page 1 Scale = 1:7.2 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.16 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 FBC2004/TP12002 (Matrix) 3) This truss ires inspeetion the Tooth Weight: 8lb LUMBER req )late per Count Method when this truss is chosen for quality TOP CHORD 2 X 4 SYP No.3 assurance inspection. BOT CHORD 2 X 4 SYP No.3 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 113 lb uplift at BRACING joint B and 33 lb uplift at joint C. TOP CHORD 5) Beveled plate or shim required to provide full bearing Structural wood sheathing directly applied or 2-0-0 oc surface with truss chord atjoint(s) C. purlins. 6) "Fix heels only" Member end fixity model was used BOT CHORD in the analysis and design of this truss. Rigid ceiling directly applied or 10-0-0 oc bracing. 7) NOTE: Refer to yellow bracing and/or T-1 sheet for more information. REACTIONS (lb/size) 8) NOTE: The seal on this drawing indicates B = 156/0-3-8 acceptance of professional engineering D = 19/0-3-8 responsibility solely for the truss component design C = 42/0-3-8 shown. Max Horz B = 76(load case 6) LOAD CASE(S) Max Uplift Standard 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 = 0122 B-C = -30/12 BOT CHORD B-D = 0/0 Junadie Budiman, P.E. NOTES .(7-8) 1) Wind: ASCE 7-02; 120mph (3-second gust); h=15ft; ;Florida P.E. No. 45161 TCDL=5.Opsf, BCDL=5.Opsf; Category 11; Exp B; j 8850 Trussway Boulevard enclosed; MWFRS gable end zone and C-C Interior(1) i Orlando, FL 32824 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. December 20,2005 P ITruss Type Qty Ply LE3157 - Lennar Orlando - CAYMAN3157 J02 JACK 1 1 H5520 Job Reference (optional) Trussv y, Orlando, FI 6.200 s Jul 13 2005 MiTek Industries, Inc. Tue Dec 20 16:59:37 2005 Page 1 -1-0-0 4-0-0 1-0-0 4-0-0 C Scale = 1:10.8 4 0 5.00 F12 T1 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 BOTCHORD 2 X 4 SYP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc pudins. 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 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. 4-0-0 CSI DEFL in (loc) I/dell 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) 3) This truss reql 51ate inspection per the Tooth 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 Junadie Budiman, P.E. Florida P.E. No. 45161 18850 Trussway Boulevard Orlando, EL 32824 December 20,2005 H5521 LE3157 -1-0-0 1-0-0 MINX 3x3 = LOADING (psf) SPACING 2-0-0 TCLL 20.0 Plates Increase 1.25 TCDL 10.0 Lumber Increase 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2004/TP12002 LUMBER TOP CHORD 2 X 4 SYP No.2ND BOTCHORD 2 X 4 SYP No.2ND BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) C = 157/Mechanical B = 310/0-7-8 D = 55/Mechanical Max Horz B = 165(load case 6) Max Uplift C = -143(load case 6) B = -166(load case 6) Max Grav C = 157(load case 1) B = 310(load case 1) D = 111(load case 2) 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=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. 1 1 Job Reference (optional) 6.200 s Jul 13 2005 MiTek Industries, Inc 6-0-0 6-0-0 C 6-0-0 6-0-0 CSI DEFL in (loc) I/dell TC 0.41 Vert(LL) -0.06 B-D >999 BC 0.32 Vert(TL) -0.14 B-D >470 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 143 lb uplift at joint C and 166 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 1 Scale = 1: Ud PLATES GRIP 240 MT20 244/190 180 n/a Weight: 20 lb n 111111. ........................... Junadie Budiman, P.E. Florida P.E. No. 45161 8850 Trussway Boulevard Orlando, FL 32824 December 20,2005 1 H5523 LE3157 Jos JACK 1 1 Job Reference (optional) Trusses y, Orlando, FI 6.200 s Jul 13 2005 MiTek Industries, Inc. 100 200 C 1-0-0 2-0-0 A 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.3 BOT CHORD 2 X 4 SYP No.3 BRACING TOPCHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) B = 158/0-7-8 D = 19/Mechanical C = 40/Mechanical Max Horz B = 76(load case 6) Max Uplift B =-117(load case 6) C =-31(load case 6) Max Grav B = 158(load case 1) D = 38(load case 2) C = 40(load case 1) FORCES (lb) Maximum Compression/Maximum Tension TOP CHORD A-B = 0/22 B-C = -31/11 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. 2-0-0 Scale = 1:7.2 CSI TC 0.17 BC 0.06 WB 0.00 (Matrix) DEFL in (loc) Vert(LL) -0.00 B Vert(TL) -0.00 B-D Horz(TL) -0.00 C I/deft Ud >999 240 >999 180 n/a n/a PLATES GRIP MT20 244/190 Weight: 8 lb 3) This truss requi res )late inspection per the To,,dl 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 117 lb uplift at joint B and 31 lb uplift atjoint 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 M-W,M�lv Junadie Budiman, P.E. Florida RE. No. 45161 8850 Trussway Boulevard Orlando, FL 32824 (............................_.................. .................................... ..................... -; December 20,2005 Job Truss Truss Type oty Ply LE3157 - Lennar Orlando - CAYMAN H5524 LE3157 R01 RHIP GIR 1 1 Job Reference (optional) Trussway, Orlando, FI 6.200 s Jul 13 2005 MiTek Industries, Inc. Tue Dec 20 17:04:11 2005 Page 1 _ 11-0-y 6-0-0 1 114-14 16-11-8 20-0-0 1 23-0-8 1 28-7-2 34-0-0 40-0-0 41-0-0 1-0-06-0-0 54-14 5-6-10 3-0-8 3-0-8 5-6-10 54-14 6-0-0 1-0-0 Scale = 1:67.7 5.00 F12 6x7 - 3x6 = 2x4 11 3x6 = 3x6 = 4x7 = 2x4 11 3x6 = 6x7 zz 47 U T S R Q P O N 47 — 2x4 II 45 = 5x6 = 6x10 = 6x10 = 5x6 = 4x5 = 2x4 II 5-10-4 5-6-10 LOADING (psf) SPACING 2-0-0 TCLL 20.0 Plates Increase 1.25 TCDL 10.0 Lumber Increase 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC2004ITP12002 LUMBER TOP CHORD 2 X 4 SYP No.2ND `Except* 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 TOPCHORD Structural wood sheathing directly applied. BOTCHORD 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 TOPCHORD 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 BOTCHORD B-U = -1152/2662 16-11-8 23-0-8 28-7-2 5-6-10 6-1-0 5-6-10 CSI DEFL in (loc) I/deft TC 0.99 Vert(LL) 0.17 T >999 BC 0.54 Vert(TL) -0.30 T-U >906 WB 0.78 Horz(TL) 0.07 L n/a (Matrix) BOTCHORD T-U =-1144/2628 S-T =-1376/2973 R-S =-1376/2973 Q-R =-600/341 P-Q =-52/276 O-P =-52/276 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, 1880 lb uplift atjoint Q and 439 lb uplift atjoint 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 200 lb 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). 34-1-12 } 40-0-0 5-6-10 5-10-4 Ud PLATES GRIP 240 MT20 244/190 180 n/a Weight: 221 lb 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 (Ib) 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) M . .................................................................................................................. Junadie Budiman, P.E- Florida P.E. No. 45161 8850 Trussway Boulevard Orlando, FL 32824 December 20,2005 Job Truss Truss Type Qty Ply LE3157 - Lerner Orlando - CAYMAN H5525 LE3157 R02 RHIP 1 1 Job Reference (optional) Trussway, Orlando, FI 6.200 s Jul 13 2005 MiTek Industries, Inc. Tue Dec 20 16:59:38 2005 Page 1 6-4-10 B-0-0 13-5-0 1 20-0-0 26-7-1 1 32-0-0 133-7-71 40-0-0 11-0-P 1-0-0 6-4-10 1-7-7 5-5-0 6-7-1 6-7-1 5-5-0 1-7-7 6-4-10 1-0-0 Scale = 1,68.0 5.00 12 6x6 = 3x5 = 3x6 = 3x5 = 3x5 = 6x6 ; 2x4 \\ D E F G H I 2x4 C J W 2 W 1 W W3 5 B K L yIA— -------- 777- &b 0 4x5 = R Q P O N M 4x5 = 4x9 = 3x6 = 5x5 = 5x5 = 3x6 = 4x9 = 1 8-0-0 16-11-8 23-0-4 23:p-8 32-0-0 40-0-0 8-0-0 8-11-8 6-0-12 0-0-4 8-11-8 8-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.54 Vert(LL) -0.13 P-R >999 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.57 Vert(TL) -0.34 P-R >806 180 BCLL 0.0 Rep Stress Incr YES WB 0.55 Horz(TL) 0.03 O n/a n/a BCDL 10.0 Code FBC2004/TP12002 (Matrix) Weight: 187lb LUMBER WEBS TOP CHORD 2 X 4 SYP No.2ND D-R =-121/345 E-R =-27/276 BOT CHORD 2 X 4 SYP No.21ND E-P =-729/375 G-P =-249/864 WEBS 2 X 4 SYP No.3 G-O =-1397/647 H-O =-1176/547 H-M =-151/760 I-M =-59/104 BRACING J-M =-325/270 TOP CHORD Structural wood sheathing directly applied or 4-8-9 oc NOTES (8-9) purlins. 1) Unbalanced roof live loads have been considered for BOT CHORD this design. Rigid ceiling directly applied or 6-0-0 oc bracing. 2) Wind: ASCE 7-02; 120mph (3-second gust); h=15ft; TCDL=5.Opsf; BCDL=5.Opsf; Category 11; Exp B; REACTIONS (lb/size) enclosed; MWFRS gable end zone and C-C Interior(1) B = 809/0-7-8 zone, cantilever left and right exposed ; Lumber O = 1998/0-7-8 DOL=1.33 plate grip DOL=1.33. This truss is designed K = 501/0-7-8 for C-C for members and forces, and for MWFRS for Max Horz reactions specified. B = 74(load case 6) 3) Provide adequate drainage to prevent water Max Uplift ponding. B =-353(load case 6) 4) This truss has been designed for a 10.0 psf bottom O =-786(load case 4) chord live load nonconcurrent with any other live loads. K =-285(load case 7) 5) This truss requires plate inspection per the Tooth Max Grav Count Method when this truss is chosen for quality B = 822(load case 10) assurance inspection. O = 1998(load case 1) 6) Provide mechanical connection (by others) of truss K = 522(load case 11) to bearing plate capable of withstanding 353 lb uplift at joint B, 786lb uplift at joint O and 285 lb uplift at joint K. FORCES (lb) 7) "Fix heels only" Member end fixity model was used Maximum Compression/Maximum Tension in the analysis and design of this truss. TOP CHORD 8) NOTE: Refer to yellow bracing and/or T-1 sheet for A-B = 0/22 B-C =-1353/458 more information. C-D =-1149/432 D-E =-1021/396 9) NOTE: The seal on this drawing indicates ( Budiman, P.E. E-F =-360/192 F-G =-360/192 acceptance of professional engineering .Junadie G-H =-414/1216 H-1 =-324/195 responsibility solely for the truss component design I Florida P.E. No. 45161 I-J =-409/222 J-K =-618/269 shown. 8850 Trussway Boulevard K-L = 0/22 Orlando, FL 32824 BOT CHORD LOAD CASE(S) B-R =-358/1176 Q-R =-323/874 Standard P-Q =-323/874 O-P =-281/177 N-O =-370/162 M-N =-370/162 K-M =-132/505 WEBS C-R =-299/264 December 20,2005 Job Truss Truss Type Qty Ply - LennarOrlando -CAYMANH5526 FLEb3157 LE3157 R03 RHIP 1 1 Reference (optional) Trusses y, Orlando, FI 6.200 s Jul 13 2005 MiTek Industries, Inc. Tue Dec 20 16:59:39 2005 Page 1 11-0-9 7-1-8 9-10-8 16-10-1 23-1-15 30-1-8 32-10-8 40-0-0 11-0-0 1-0-0 7-1-8 2-9-0 i 6-11-9 6-3-14 6-11-9 2-9-0 i 7-1-8 1-0-0 Scale = 1:67.7 3x5 = 6x6 = 3x6 = 3x5 = 6x6 = 5.00 12 2x4 D E F G H 2x4 Q R C I W2 1 W 4 W A B J K o Io 5x5 = P O N M L 5x5 = 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 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 (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.90 Vert(LL) 0.41 N >999 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.97 Vert(TL) -0.93 N-P >513 180 M1120H 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.36 Horz(TL) 0.26 J n/a n/a BCDL 10.0 Code FBC2004/TP12002 (Matrix) Weight: 186lb LUMBER WEBS TOP CHORD 2 X 4 SYP No.2ND `Except* G-L =-1102/534 H-L =-310/997 T2 2 X 4 SYP No.2, T3 2 X 4 SYP No.2 I-L=-349/298 BOT CHORD 2 X 4 SYP No.2 *Except* B2 2 X 4 SYP No.2ND NOTES (9-10) WEBS 2 X 4 SYP No.3 1) Unbalanced roof live loads have been considered for this design. BRACING 2) Wind: ASCE 7-02; 120mph (3-second gust); h=15ft; TOP CHORD TCDL=5.Opsf; BCDL=5.Opsf; Category 11; Exp B; Structural wood sheathing directly applied. enclosed; MWFRS gable end zone and C-C Interior(1) BOT CHORD zone; cantilever left and right exposed ; Lumber Rigid ceiling directly applied or 2-2-0 oc bracing. DOL=1.33 plate grip DOL=1.33. This truss is designed WEBS for C-C for members and forces, and for MWFRS for 1 Row at midpt E-P, G-L reactions specified. 3) Provide adequate drainage to prevent water REACTIONS (lb/size) ponding. B = 1657/0-3-8 4) This truss has been designed for a 10.0 psf bottom J = 1657/0-3-8 chord live load nonconcurrent with any other live loads. Max Horz 5) All plates are MT20 plates unless otherwise B = 74(load case 6) indicated. Max Uplift 6) This truss requires plate inspection per the Tooth B =-598(load case 4) Count Method when this truss is chosen for quality J =-598(load case 5) assurance inspection. FORCES (lb) 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 598 lb uplift at Maximum Compression/Maximum Tension joint B and 598 lb uplift atjoint J. TOP CHORD 8) "Fix heels only" Member end fixity model was used 7 A-B = 0/22 B-C =-3428/1237 in the analysis and design of this truss. C-Q =-3132/1165 D-Q =-3109/1174 9) NOTE: Refer to yellow bracing and/or T-1 sheet for D-E =-2868/1101 E-F =-3798/1503 more information. F-G =-3798/1503 G-H =-2868/1101 10) NOTE: The seal on this drawing indicates j I Junadie Budiman, P.E. H-R =-3109/1174 I-R =-3132/1165 acceptance of professional engineering ; I-J =-3428/1237 J-K = 0/22 responsibility solely for the truss component design I Florida P.E. No. 45161 BOT CHORD shown. 8850 TrussWay Boulevard B-P =-1066/3081 O-P =-1382/3728 Orlando, FL 32824 N-O =-1382/3728 M-N =-1376/3728 LOAD CASE(S) L-M =-1376/3728 J-L =-1040/3081 Standard WEBS C-P =-349/298 D-P =-310/997 E-P =-1102/534 E-N = 0/241 G-N = 0/241 December 20,2005 Job I NSS Truss Type Qty Ply LE3157 - Lennar Orlando - CAYMAN LE3157 R04 RHIP 1 1 H5527 Job Reference (optional) Trussway, Orlando, FI 6.200 s Jul 13 2005 MiTek Industries, Inc. Tue Dec 20 16:59:39 2005 Page 1 i1-0-9 6-7-15 11-10-8 17-3-8 22-8-8 + 28-1-8 33-4-1 40-0-0 11-0-p 1-0-0 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 = 3x6 = D E F 3x5 = 6x6 G H 5x6 — P O N M L 5x6 4x9 = 4x6 = 3x5 = 4x6 = 4x9 = 11-10-8 11-10-8 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 FBC2004/TP12002 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 purlins. 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 TOP CHORD 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 BOT CHORD B-P =-1031/3093 O-P =-1046/3115 N-0 =-1046/3115 M-N =-1040/3115 L-M =-1040/3115 J-L =-1002/3093 WEBS C-P =-487/370 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 8-1-8 8-1-8 CSI DEFL in (loc) I/deft Ud TC 0.76 Vert(LL) -0.43 J-L >999 240 BC 0.97 Vert(TL) -1.23 J-L >387 180 WB 0.65 Horz(TL) 0.22 J n/a n/a (Matrix) 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 e 11-10-8 PLATES GRIP MT20 244/190 Weight: 194 lb Junadie Budiman, RE Florida P.E. No. 45161 8850 Trussway Boulevard Orlando, FL 32824 December 20,2005 Job Truss Truss Type Qty Ply LE3157 - Lennar Orlando - CAYMAN H5526 13157 R05 RHIP 1 1 Job Reference (optional) Trussway, Orlando, FI 6.200 s Jul 13 2005 MiTek Industries, Inc. Tue Dec 20 16:59:39 2005 Page 1 1-0-9 6-11-4 13-10-8 20-0-0 26-1-8 33-0-12 40-0-0 41-0-0 1-0-06-11-4 6-11-4 6-1-8 6-1-8 6-11-4 6-11-4 1-0-0 Scale = 1:67.7 5.00 F12 6x7 = 2x4 11 6x7 zz E F G 3x6 14 3x6 2x4 D H Q R2x4 C W W2 W 3 I 4 W A B J K •- � to 5x5 = p O N M L 5x5 = 3x5 = 3x6 = 4x9 = 3x6 = 3x5 = , 10-0-0 20-0-0 30-0-0 40-0-0 10-0-0 10-0-0 10-0-0 10-0-0 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 (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 FBC2004/TP12002 (Matrix) Weight: 191 lb LUMBER 1) Unbalanced roof live loads have been considered for TOP CHORD 2 X 4 SYP No.2ND *Except* this design. T2 2 X 4 SYP No.1, T2 2 X 4 SYP No.1 2) Wind: ASCE 7-02; 120mph (3-second gust); h=15ft; BOT CHORD 2 X 4 SYP No.2ND TCDL=5.Opsf; BCDL=5.Opsf; Category II; 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 = 74(load case 6) 6) Provide mechanical connection (by others) of truss Max Uplift to bearing plate capable of withstanding 554 lb uplift at B =-554(load case 6) joint B and 554 lb uplift at joint J. J =-554(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 =-3455/1099 C-Q =-3115/986 D-Q =-3056/993 acceptance of professional engineering responsibility solely for the truss component design D-E =-3018/1008 E-F =-2770/1032 shown. F-G =-2770/1032 G-H =-3018/1008 H-R =-3056/993 I-R =-3115/986 LOAD CASE(S) 1-J =-3455/1099 J-K = 0/22 Standard BOTCHORD B-P =-951/3130 O-P =-692/2432 Julladle BudllTlarl, P �. N-O =-692/2432 M-N =-675/2432 L-M =-675/2432 J-L =-920/3130 Florida RE. No. 45161 WEBS 8850 TrusswayJ Boulevard C-P =-470/359 E-P =-1751642 :Orlando, FL 32824 E-N =-186/605 F-N =-450/340 G-N =-186/605 G-L =-175/642 I-L =-470/359 December 20,2005 Job Truss Truss Type Oty Ply - Lennar Orlando - CAYMAN H5529 TJferenre LE3157 RO6 RHIP 1 (optional) Trussway, Orlando, FI 6.200 s Jul 13 2005 MiTek Industries, Inc. Tue Dec 20 16:59:40 2005 Page 1 11-0-i 7-11-4 15-10-8 20-0-0 24-1-8 32-0-12 40-0-0 41-0-p 1-0-0 7-11-4 7-11-4 I 4-1-8 4-1-8 7-11-4 7-11-4 1-0-0 Scale = 1,67.7 5.00 F12 6x7 = 2x4 I I 6x7 = E F G 3x6 3x6 2x4 \\ p H 2x4 0 W 2ZW3 4 A B J K � Io 5x5 = P 0 N M L 5x5 = 3x5 = 3x6 = 4x9 = 3x6 = 3x5 = 10-0-0 20-0-0 30-0-0 40-0-0 10-0-0 10-0-0 10-0-0 10-0-0 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 (loc) I/dell 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 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=5.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 I-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 JUtladie Budlman, P.E. L-M =-542/2249 J-L =-853/3093 I Florida P.E. No. 45161 WEBS 8$50 Trussway Boulevard C-P =-510/365 E-P =-287/863 ( Orlando, FL 32824 E-N =-87/436 F-N =-297/226 G-N =-87/436 G-L =-287/863 i"""""- I-L =-510/365 December 20,2005 JOD I FUSS I fuss I ype Qty Ply LE3157 - Lennar Orlando - CAYMAN H5530 LE3157 R07 RHIP 1 1 Job Reference (optional) Trussv ay, Orlando, FI 6,200 s Jul 13 2005 MiTek Industries, Inc. Tue Dec 20 16:59:40 2005 Page 1 7-3-15 124-13 17-10-8 22-1-8 27-7-4 32-8-2 40-0-0 i 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 9I� 0 6x6 - = 5.00 12 6x6 F G 5x5 = Q P O N M 5x5 = 3x5 = 3x6 = 6x10 = US = 3x5 = 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 BOTCHORD 2 X 4 SYP No.2ND WEBS 2 X 4 SYP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-3-15 oc purlins. BOTCHORD 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 (lb) Maximum Compression/Maximum Tension TOP CHORD A-B = 0/22 B-C =-3418/1016 C-R =-3132/941 D-R =-3114/942 D-E =-3025/959 E-F =-2183/745 F-G =-2102/759 G-H =-2183/745 H-1 =-3025/959 I-S =-3114/942 J-S =-3132/941 J-K =-3418/1016 K-L = 0/22 BOTCHORD B-Q =-826/3071 P-Q =-628/2607 O-P =-628/2607 N-O =-628/2607 M-N =-628/2607 K-M =-816/3071 WEBS C-Q =-362/294 E-Q =-139/576 F-O =-136/570 G-O =-136/570 E-O =-803/321 20-0-0 30-0-0 10-0-0 10-0-0 CSI DEFL in (loc) I/dell TC 0.72 Vert(LL) -0.25 B-Q >999 BC 0.95 Vert(TL) -0.77 B-Q >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 10-0-0 L/d PLATES GRIP 240 MT20 244/190 180 n/a Weight: 204 lb Junadie Budiman, P.E. Florida P.E. No. 45161 8850 Trussway Boulevard Orlando, FL 32824 December 20,2005 Job Truss -- - Truss Type Qty Ply LE3157 - Lerner Orlando - CAYMAN H5531 LE3157 R08 REG 1 1 Job Reference o tional Trussway, Orlando, FI 6.200 s Jul 13 2005 MiTek Industries, Inc. Tue Dec 20 16:59:41 2005 Page 1 _ 11-0-Q 7-2-11 I 14-2-4 19-10-8 200.-8 25-9-12 32-9-5 40-0-0 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 1-0-0 Scale = 1:67.7 6x6 = 0 0 F bxb — 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 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 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-Q =-3123/911 D-Q =-3102/912 D-E =-3040/936 E-F =-2139/727 F-G =-21391727 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 =-557/2446 M-N =-557/2446 L-M =-557/2446 J-L =-812/3096 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 20-0-0 9-11-7 9-11-7 40-0-0 10-0-9 CSI DEFL in (loc) I/dell L/d PLATES GRIP TC 0.67 Vert(LL) 0.26 N >999 240 MT20 244/190 BC 0.95 Vert(TL) -0.78 B-P >614 180 WB 0.51 Horz(TL) 0.22 J n/a n/a (Matrix) Weight: 196 lb 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 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 atjoint 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 Junadie Bud man,.p E, Florida P.E. No. 45161 8850Trussway Boulevard' Orlando, FL 32824 December 20,2005 ,yNc eery riy H5532 LE3157 I R09 REG 1 1 Job Reference (optional) Trussvay, Orlando, FI 6.200 s Jul 13 2005 MiTek Industries, Inc. Tue Dec 20 16:59:41 2005 Page 1 11-0-07-2-11 I 14-2-4 20-0-0 25-9-12 + 32-9-5 1 40-0-0 11-0-0 i 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 = 1:66.6 6x5 = F 5x5 = P 0 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 FBC2004fTP12002 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. 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-Q =-3123/911 D-Q =-3102/912 D-E =-3040/936 E-F =-2139f727 F-G =-2139/727 G-H =-3040/936 H-R =-3102/912 I-R =-3123/911 1-J =-3423/1008 J-K = 0/22 BOTCHORD B-P =-841/3096 O-P =-557/2446 N-O =-557/2446 M-N =-557/2446 L-M =-557/2446 J-L =-812/3096 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 20-0-0 9-11-7 29-11-7 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 40-0-0 10-0-9 L/d 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 Job Truss Truss Type Oty Ply LE3157 - Lennar Orlando - CAYMAN H5535 LE3157 R18 REG 1 1 Job Reference (optional) Trussway, Orlando, FI 6.200 s Jul 13 2005 MiTek Industries, Inc. Tue Dec 20 16:59:42 2005 Page 1 -1-0-0 7-1-0 10-0-0 12-11-0 20-0-0 21-0-0 1-0-0 7-1-0 2-11-0 2-11-0 7-1-0 1-0-0 Scale = 1:34.9 44 = D 2x3 2x3 5.00 12 C E J K 2 W B F G I , 45 = H 45 = 3x9 = 3x5 = -10-0-0 20-0-0 10-0-0 10-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.44 Vert(LL) -0.17 F-I >999 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.74 Vert(TL) -0.49 F-I >477 180 BCLL 0.0 Rep Stress Incr YES WB 0.24 Horz(TL) 0.05 F n/a n/a BCDL 10.0 Code FBC2004/TP12002 (Matrix) Weight: 83lb LUMBER TCDL=5.Opsf; BCDL=5.Opsf; Category 11; 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 4-5-13 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 10-0-0 oc bracing. assurance inspection. 5) Provide mechanical connection (by others) of truss REACTIONS (lb/size) to bearing plate capable of withstanding 345 Ito uplift at F = 854/0-7-8 joint F and 345 lb uplift at joint B. B = 854/0-7-8 6) "Fix heels only" Member end fixity model was used Max Horz in the analysis and design of this truss. B =-60(load case 7) 7) NOTE: Refer to yellow bracing and/or T-1 sheet for Max Uplift more information. F =-345(load case 7) 8) NOTE: The seal on this drawing indicates B =-345(load case 6) 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 = 0/22 B-J =-1373/393 Standard C-J =-1228/406 C-D =-1075/324 D-E =-1075/324 E-K =-1228/406 F-K =-1373/393 F-G = 0/22 BOTCHORD _ B-I =-308/1191 H-1 =-263/1191 F-H =-263/1191 WEBS Junadie Budiman, P.E. C-1 =-364/255 D-1 =-225/737 Florida P.E. No. 45161 E-I =-364/255 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 Qty Ply LE3157 - Lennar Orlando - CAYMAN H5536 LE3157 R19 REG 1 1 Job Reference o tional Trussway, Orlando, FI 6.200 s Jul 13 2005 MiTek Industries, Inc. Tue Dec 20 16:59:42 2005 Page i - 5-5-8 9-11-4 14-5-0 19-11-4 20-11-4 5-5-8 4-5-12 4-5-12 i 5-6-4 1-0-0 Scale = 1:33.8 4x4 = C 5.00 12 3x5 2x3 -- D J K2x3 B N E 2 W A F G I' 4x5 = I H 4x5 = 3x9 = 3x5 = 9-11-4 19-114 9-11-4 - 10-0-0 i Plate Offsets X,Y : F:0-1-14,0-0-2 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.36 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 FBC2004/TP12002 (Matrix) Weight: 84lb LUMBER TCDL=5.Opsf; BCDL=5.Opsf; Category 11; Exp 8; 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. pudins. 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 atjoint 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 BOT CHORD A-1 =-397/1287 H-1 =-318/1282 F-H =-318/1282 WEBS Junadie Budiman, P.E. B-I =-407/298 C-1 =-126/573 E-1 =-401/285 Florida P.E. No. 45161 8850TrusswayBoulevard NOTES (7-8) Orlando, FL 32824 1) Unbalanced roof live loads have been considered for this design. December 20,2005 Job Truss Truss Type Qty Ply LE3157 - Lennar Orlando - CAYMAN H5538 1-6157 R26 REG 1 1 Job Reference (optional) Trussway, Orlando, 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 11-4-0 1 1-0-0 5-8-0 5-8-0 1-0-0 Scale = 1:21.1 i 5-8-0 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.2ND WEBS 2 X 4 SYP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) B = 507/0-7-8 D = 507/0-7-8 Max Horz 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 =-498/189 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) 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. 4x4 = C H 11 A-( 5-8-0 CSI DEFL in (loc) I/dell Ud TC 0.34 Vert(LL) 0.03 B-F >999 240 BC 0.30 Vert(TL) -0.07 B-F >999 180 WB 0.08 Horz(TL) 0.01 D n/a n/a (Matrix) 4) Th truss Inspection the Tooth s requires 31ate per 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 255 lb uplift at joint B and 255 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 PLATES GRIP MT20 244/190 Weight: 42 lb ................................................................................ Junadie Budiman, P.E. Florida R.E. No. 45161 8850 Trussway Boulevard Orlando, rL 32824 December 20,2005 Job Truss Truss Type ty Ply LE3157 - Lennar Orlando - CAYMAN H5539 LE3157 R27 REG 1 t Job Reference (optional) Trussway, Orlando, 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 1-0-0 5-8-0 2-5-9 1 3-1-11 Scale = 1:20.5 4x4 = c 2x3 11 8-1-9 11-3-4 B-1-9 3-1-11 Io I Plate Offsets X,Y : D:0-0-4,0-1-4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.75 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 FBC2004/TP12002 (Matrix) Weight: 46lb LUMBER TCDL=5.Opsf; BCDL=5.Opsf; Category 11; 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 purlins, 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) BOT CHORD Standard — B-E =-116/509 D-E =-116/509 WEBS C-E = 0/261 Junadie Budiman, P.E. Florida RE. No. 45161 NOTES (9-10) 885OTrussway Boulevard 1) Unbalanced roof live loads have been considered for this design. Orlando, FL 32824 December 20,2005 Job Truss Truss Type oty Ply LE3157 - Lennar Orlando - CAYMAN H5540 LE3157 R28 MHIP 1 1 Job Reference (optional) Truss—y, Orlando, 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 11-3-4 1-0-0 5-8-0 5-7-4 Scale = 1:20.6 5x5 = C 2x4 II H D 2 5.00 12 Ll W1 W2 W3 1 cq N 1 EE- F 3x5 = 2x3 11 3x4 = 5-64 11-3-4 5-6-4 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 FBC2004/TPI2002 (Matrix) Weight: 50lb LUMBER 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 D-H = -2/3 D-E _-164/123 BOTCHORD B-F =-181/536 E-F =-185/526 WEBS C-E _-571/200 C-F = 0/266 NOTES(8-9) .................................................................................................................. Junadle Budlman, RE. 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 Trussway 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 Qty Ply LE3157 - Lennar Orlando - CAYMAN H5541 LE3157 R29 MHIP 1 1 Job Reference (optional) Trusses y, Orlando, FI 6.200 s Jul 13 2005 MiTek Industries, Inc. Tue Dec 20 16:59:44 2005 Page 1 _ -1-0-0 { 7-2-7 11-3-4 1-0-0 7-2-7 4-0-13 Scale = 1:21.3 44 = 3x5 = C D H 5.00 12 G W3 W2 W 1 B F 3x4 = 4x5 = 2x4 11 7-2-7 11-3-4 7-2-7 4-0-13 Plate Offsets X,Y : B:0-1-14,0-0-2 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.59 Vert(LL) 0.10 B-F >999 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.40 Vert(TL) -0.21 B-F >623 180 BCLL 0.0 Rep Stress Incr YES WB 0.16 Horz(TL) 0.01 E n/a n/a BCDL 10.0 Code FBC2004/TP12002 (Matrix) Weight: 51 lb LUMBER 3) This truss has designed for a 10.0 psf battern chord live load nonconcurrent with any other live loads. TOP CHORD 2 X 4 SYP No.2ND 4) 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. 5) Provide mechanical connection (by others) of truss BRACING to bearing plate capable of withstanding 188 lb uplift at TOP CHORD joint E and 241 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, except end verticals. 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 E = 428/0-6-12 responsibility solely for the truss component design B = 516/0-7-8 shown. Max Horz B = 188(load case 6) LOAD CASE(S) Max Uplift Standard E _-188(load case 7) B =-241(load case 6) FORCES (lb) Maximum Compression/Maximum Tension TOP CHORD A-B = 0/22 B-G =-516/103 G-H =-396/105 C-H =-378/111 C-D =-380/146 D-E =-424/205 BOTCHORD B-F =-153/386 E-F = 0/0 WEBS _ C-F =-129/154 D-F =-187/488 Nores (7-8)Junadie Budiman, P. 1) Wind: ASCE 7-02; 120mph (3-second gust), h=15ft; ` Florida P.E. No. 45161 TCDL=5.Opsf; BCDL=5.Opsf; Category 11; Exp B; 8850 Trussway Boulevard enclosed; MWFRS gable end zone and C-C Interior(1) Orlando, FL 32824 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. December 20,2005 JoD Truss Truss Type Qty Ply LE3157 - Lerner Orlando -CAYMAN LH5542E3157 R30 MHIP i i Job Reference (optional) arussway, Orlando, FI 6.200 s Jul 13 2005 MiTek Industries, Inc. Tue Dec 20 16:59:44 2005 Page 1 -1-0-0 6-7-9 9-2-8 11-3-4 1-0-0 6-7-9 2-6-15 2-0-12 4x6 2x3 Scale = 1:25.5 = 2x4 = D E 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.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) 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 TOP CHORD A-B = 0/22 B-1 =-614/110 I-J =-476/120 C-J =-461/123 C-D = -86/19 D-E = -44/41 F-H =-108/97 E-H = -58/43 BOTCHORD B-G =-224/497 F-G =-224/497 WEBS C-G = 0/263 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 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) Provide adequate drainage to prevent water ponding. 2x3 II 3x4 = 6-7-9 11-3-4 6-7-9 4-7-11 CSI DEFL in (loc) I/defl L/d TC 0.38 Vert(LL) 0.05 B-G >999 240 BC 0.36 Vert(TL) -0.12 B-G >999 180 WB 0.27 Horz(TL) 0.01 F n/a n/a (Matrix) 3) This truss has bee r 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 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 PLATES GRIP MT20 244/190 Weight: 56 lb M-W-1-1 Junadie Budiman, P.E. Florida P.E. No. 45161 8850 irussway Boulevard Orlando, FL 32824 December 20,2005 LE3157 - Lerner Orlando - CAYMAN LE3157 R32 201 1 1 Job Reference . russway, Orlando, FI 6.200 s Jul 13 20C -1-0-0 1 6-3-8 1-0-0 6-3-8 H5544 istries, Inc. Tue Dec 20 16:59:44 2005 Page 1 2x3 -5� Scale = 1:17.5 C 3x3 = 2x4 = 6-3-8 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.51 Vert(LL) -0.08 B-D >926 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.38 Vert(TL) -0.19 B-D >371 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2004/TP12002 (Matrix) Weight: 25lb 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 TOPCHORD A-B = 0/22 B-C = -84/55 C-D =-173/157 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. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. using ANSI/TPI 1 angle to grain formula. Building designer should verify 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 1-� �s,11. , Junadie Budiman, P.E. Florida P.E. No. 45161 8850 Trussway Boulevard Orlando, FL 32824 ............................................................................................................. December 20,20051 C93157 R34 ROOF TRUSS 1 1 Job Reference (optional) H5546 Trussway, Orlando, FI 6.200 s Jul 13 2005 MiTek Industries, Inc. Tue Dec 20 16:59:45 2005 Page 1 -1-0-0 2-10-0 I 5-8-0 8-6-0 1 11-4-0 1 1 1-0-0 2-10-0 2-10-0 2-10-0 2-10-0 1-0-0 Scale = 1:21.1 4x4 = i C P 3x4 = 2x3 11 3x4 = 3-9-5 3-9-5 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/TP12002 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 6-0-0 oc purlins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) B = 475/0-7-8 D = 475/0-7-8 Max Horz B = -55(load case 6) Max Uplift B = -237(load case 5) D = -237(load case 6) FORCES (lb) Maximum Compression/Maximum Tension TOP CHORD A-B = 0/22 B-N =-549/140 N-O =-479/151 C-O =-438/152 C-P =-438/152 P-Q =-479/151 D-Q =-549/140 D-E = 0/22 BOTCHORD B-R =-74/438 F-R =-74/438 F-S =-74/438 D-S =-74/438 WEBS C-F = 0/244 NOTES (10-11) 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7-6-11 CSI DEFL in (loc) I/dell TC 0.34 Vert(LL) 0.03 B-F >999 BC 0.30 Vert(TL) -0.06 B-F >999 WB 0.08 Horz(TL) 0.01 D n/a (Matrix) 4) This truss requires 5late 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 237 lb uplift at joint B and 237 lb uplift at joint D. 6) Girder carries hip end with 2-0-0 end setback. 7) "Fix heels only" Member end fixity model was used in the analysis and design of this truss. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 13 lb down and 7 lb up at 9-4-0, and 13 lb down and 7 lb up at 2-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) NOTE: Refer to yellow bracing and/or T-1 sheet for more information. 11) NOTE: The seal on this drawing indicates acceptance of professional engineering responsibility solely for the truss component design shown. LOAD CASE(S) Standard Regular: Lumber Increase=1.25, Plate 1) Increase=1.25 Uniform Loads (plf) Vert: A-N=-60, C-N=-51(F=9), C-Q=-51(F=9), E-Q=-60, B-R=-20, R-S=-17(F=3), D-S=-20 Concentrated Loads (lb) Vert: R=-13(F) S=-13(F) 11-4-0 L/d PLATES GRIP 240 MT20 244/190 180 n/a Weight: 53 lb Junadie Budiman, RE. Florida !? E, No. 45161 8850 Trussway Boulevard Orlando, FL 32824 December 20,2005 113157 R36 IDHIP 11 I i LE3157 - Lennar Orlando - CAYMAN H5547 6.200 s Jul 13 2005 MiTek Industries, Inc. Tue Dec 20 17:05:28 2005 Page i -1-0-0 6-0-0 10-0-0 14-0-0 20-0-0 1 21-0-0 1-0-0 6-0-0 4-0-0 4-0-0 6-0-0 1-0-0 Scale = 1: 44 = 2x3 II K 2x3 II Io 3x5 = AB AA Z Y x W 3x6 = 2x3 II 4x4 = 3x5 = 4x8 = 4x4 = 2x3 II 6-0-0 10-0-0 4-0-0 14-0-0 4-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell L/d TCLL 20.0 Plates Increase 1.25 TC 0.95 Vert(LL) 0.23 Y-AA >999 240 TCDL 10.0 Lumber Increase 1.25 BC 0.78 Vert(TL) -0.39 X-Y >600 180 BCLL 0.0 Rep Stress Incr NO WB 0.33 Horz(TL) 0.09 U n/a n/a BCDL 10.0 Code FBC2004/TP12002 (Matrix) LUMBER TOP CHORD 2 X 4 SYP No.1 *Except' T2 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND WEBS 2 X 4 SYP No.3 OTHERS 2 X 4 SYP No.2ND *Except` 022X4SYP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 3-10-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-2-4 oc bracing. JOINTS 1 Brace at Jt(s): N, J, S, E REACTIONS (lb/size) B — 1056/0-3-8 U = 1056/0-3-8 Max Horz B = -60(load case 6) Max Uplift B = -539(load case 5) U = -539(load case 6) FORCES (lb) Maximum Compression/Maximum Tension TOP CHORD A-B = 0/22 B-C =-2191/995 C-D =-1142/448 D-AE _-1112/472 G-AE _-1088/478 G-1 =-1256/593 I-K =-966/468 K-M =-966/468 M-O =-1256/590 O-AF =-1088/480 R-AF =-1112/474 R-T =-1142/450 T-U =-2191/998 U-V = 0122 C-E _-1699/949 E-F =-1700/950 F-H =-739/376 H-J =-739/376 J-L =-739/376 L-N =-739/376 N-P =-739/376 P-Q =-739/376 Q-S =-1700/957 TOP CHORD S-T =-1699/957 BOT CHORD B-AB =-905/1967 AA -AB =-902/1943 Z-AA =-1285/2713 Y-Z =-1285/2713 X-Y =-1230/2713 W-X =-845/1943 U-W =-848/1967 WEBS C-AB =-26/146 T-W =-26/146 M-N =-336/680 I-J =-337/680 O-P =-524/289 R-S = -82179 G-H =-524/290 D-E _ -88/80 C-AA =-396/797 F-AA = -68/68 F-Y =-1057/597 L-Y =-314/662 Q-Y =-984/595 Q-X = -68/69 T-X =-399/797 NOTES (12-13) 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 539 lb uplift at joint B and 539 lb uplift atjoint U. 7) Girder carries hip end with 2-0-0 end setback. 8) "Fix heels only" Member end fixity model was used in the analysis and design of this truss. 9) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-1 Old nails. 20-0-0 6-0-0 PLATES GRIP MT20 244/190 Weight: 140 tb provided sufficient to support concentrated load(s) 10 lb down and 9 lb up at 17-8-10, and 10 lb down and 9 lb up at 2-3-6 on top chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 12) NOTE: Refer to yellow bracing and/or T-1 sheet for more information. 13) 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: B-AB=-19(F=1), W-AB=-44(F=-24), U-W=-19(F=1), A-C=-60, C-K=-60, K-T=-60, T-V=-60 Concentrated Loads (lb) Vert: C=-10(F) T=-10(F) Junadie Budiman, P.E. Florida RE. No. 45161 8854 Trussway Boulevard Orlando, FL 32824 December 20, ICE3157 AN 1 1 1 H5548 1 Iq a 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 FBC20041TPI2002 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. BOT CHORD 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 TOP CHORD 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=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. 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. 6.200 s Jul 13 2005 MiTek Industries, Inc. 4-0-0 2x3 11 4-0-0 4-0-0 CSI DEFL in (loc) I/dell 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) 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 Scale = L/d PLATES GRIP 999 MT20 244/190 999 n/a Weight: 13 lb M ................. Junadie Budirl P.E. Florida P.E. No. 45161 8850 Trussway Boulevard. Orlando, FL 32824 December 20,2005 JOD Iruss IFuss Type Qty Ply LE3157 - Lennar Orlando- CAYMAN H5549 LE3157 V02 MVAL 1 1 Job Reference (optional) rrussway, Orlando, FI 6.200 s Jul 13 2005 MiTek Industries, Inc. Tue Dec 20 16:59:46 2005 Page i . 1 6-0-0 5-0-0 2x3 I I Scale = 1:15.4 B v 4 0 3x3 � 2x3 11 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 purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) A = 207/6-0-0 C = 207/6-0-0 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=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. 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 (loc) I/defl 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 Ib 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 Ud PLATES GRIP 999 MT20 2441190 999 n/a Weight: 20 lb ............................................................................................................. Junadie Budiman, P.E. Florida P.E. No. 45161 8850 Trussway Boulevard Orlando, FL 32824 December 20,2005 LE3157 1V03 IMVAL I I 1 LE3157 - Lennar Odando - CAYMAN H5550 6.200 s Jul 13 2005 MiTek Industries, Inc. Tue Dec Y I 3-6-0 1 8-0-0 3-6-0 4-6-0 v a 0 2x3 11 Scale = 1.: C 3x3 5'� 2x3 II 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 TOPCHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) A = 61/8-0-0 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 =-145/47 B-F = -60/0 C-F = -36/31 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. 3-6-0 4-6-0 CSI DEFL in (loc) I/dell Ud PLATES GRIP TC 0.23 Vert(LL) n/a n/a 999 MT20 244/190 BC 0.25 Vert(TL) n/a n/a 999 WB 0.07 Horz(TL) 0.00 n/a n/a (Matrix) Weight: 29 lb 3) This tftiss requires 31ateinspection per the Tooth 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 -mewr-1'i Junadie Budiman, RE. Florida P.E. No. 45161 8850 Trussway Boulevard Orlando, FL 32824 December 20,2005 It ti'Pp% o 0 � 0 0 0 O, �� I111111111111111111111111111111�1�1�1� �';i�l�l�l�l�l�l�l�l�l�l ■I�I�I�I�I�I�I�i�'' 11 • � 1 11 11 11 ' 0 - 11 • � 11 • � 11 _II_ 11 • � 11 11� 11 11 '. e 11 lliiiimma11 NINE, ��■I111111 � �� 11 11 � I11�1111111111111 4 o 0 J01 J02 J02 J01 R28 5 R19 j R27 2 R26 a R340-PLY) o N � 4 R18 u 8 R36 N O N EL EVA TION B ag e (aJ, f• P-na0)I1QE-NM.S O ( UNI SICK sue Gr AWAY) J - Ra*nJ 1 f'i;Pd "c* ":•� WALL HEIGHT LEGEND �p) 0 8'—O" WALL HT. 9'-4" WALL HT. Ni. ariv TYPICAL HIP SET NAILING CLANS REVIEWED OPEN FACE CITY OF SANFORD R29 64 // 'Id 5 R19 R28 R27 3 R26 R18 0 N R 17 R33 N R16 (I -PLY) J02 rn J02 O JO1 EL EVA TION C O O yo dg:=2k Uopmw TRUSSWAY• LTD_ 8850 Iyummmy Blvd Orlando, FL 3.2824 M7) 857-E777 7) 857-7855 PA% f REFER TO SHT."T-1" FOR IMPORTANT INFORMATION! DATE : 12109103 DRAWN BY: ES CHECK BY: JT JOB NO. : LE3157 TZrILL I BEAM M SY 07HERS l — F880=FLUSH BEAM BY OTHERS