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HomeMy WebLinkAbout221 Bella Rosa Cir 07-588 SFRPERMIT ADDRESS % _ael I CONTRACTOR LEMAJAR ADDRESS ' kA, _.. % _ 1 1%001 PHONE NUMBER 4Qol"' G827 PROPERTY OWNER ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTO PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE SUBDIVISION PERMIT # 0 DATE PERMIT DESCRIPTION EiREC..•T b* FR PERMIT VALUATION . SQUARE FOOTAGE Y d C7 CITY OF SANFORD PERMIT APPLICATION / Permit#V Date:: RECEIVED Job. Address: A Z � G! !f� K�`� �t`�-C t./ Description of Work:New Single Family Residence UEC ( 5 ?006 Historic District: Zoning: Value of Work: Sj 1%t� 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 Cate. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair -Residential or C*runercial Occupancy Type: Residential X Commercial Industrial Total Square Footage: _s�L Coustt-ttctiou.Type: 2EU<:- # of Stories: �_ # of Dwelling Units: —/—_ Flood Zone: -Z-- (FEMA form required for other than IO Parcel#'.:. (' (Attach Proofof Ownership & Legal Description) Owners Name & A dud7ess: Le nar Homes 101 Southhall Lane 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: CRC057820 407.682.7266/407.682.6349 Phone &.Fa :. Contact Person:. Phone: Bonding Cou�paay N/A Address: Mortgage Lender: N/A Address: Architect/Engineer. Lindeman-Bentzon Engineering CO phone_ 352.242.0100 Address: 731 E. Highway 50 Clermont, Florida F8z: 352.242.0302 Application ;is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will he 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 thispennit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of perrm is ven that irl notify the owner of the property of the requirements of Florida Lien Law, FS 713. — o SignatureofOwner/Agent Date gnature of r r/Agent Date 4N N - As William Graham A Michael Neill zP x t wn Agent Name Print Co dAg is Name rl {�. � m w � UJ v W t of No S of Fkuida Date tatySi.naturc S' of otary-State of Flo ' Date r= cQ3 a ✓ H LU # 10 Owner/Agent is - Personally Known to Me or Contractor/Agent is _ Personally Known to Me or Produced ID Produced ID G i ;APPLICATION APPROVED BY: Bldg. Zoning Utilities: FD: �(Initiy& ADate) (Initial & D ) (Initial & Date) (Initial & Date) Special Conditions: rfl v ^o� Q ti N 0 0 m CITY OF SANFORD P.O. .B&X 1788 SANFO';�D FL 327721788 C E R T I F I C A T E O F O C C U P A N C Y P E R M A N E N T Issue Date . . . . . . 6/15/07 Parcel Number . . . . . 29.19.31.502-0000-0170 Property Address . . . 221 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 07-00000588 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 . . . . . . . lding Of f i'cial 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 6/14/07 Application Miscellaneous Information Maintenance 16:46:18 Application number . . . . 07 00000588 Parcel Number . . . . . . 29.19.31.502-0000-0170 Address . . . . . . . . . 221 BELLA ROSA Type information, press Enter. 2=Change 4=Delete 5=Display Opt Code Date Print Miscellaneous Information _ HISB 12/14/06 y 1story/2bath HISB 12/14/06 y noc on file exp 12/15/07 _ HISB 6/07/07 y final f/s on file _ HISB 6/11/07 y cc sign off: HISB 6/11/07 y p&z; MR 06.12.07 HISB 6/11/07 y PW: MW 06.12.07 HISB 6/11/07 y Util: RB 06.14.07 Bottom F3=Exit F6=Add F12=Cancel CERTIFICATION OF ELEVATION MAY25, 2007 ADDRESS OF JOB: 221 BELLA ROSA CIRCLE, SANFORD, FL 32771 LEGAL DESCRIPTION: LOT 17, 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 17 MEETS OR EXCEEDS THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD BUILDING CODE, CHAPTER 18, SECTION 18-4 (a). 'a-7 -v's'k JAr.Es W. sCoTT R.L.S. aasoi STATE OF FLORIDA U.,, . DEPA.ZTMENTOF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 1660-0008 Federal Emergency Management Agency Expires February 28. 2009 National Flood Insurance Program Important: Read the instructions on pages 1-8. SECTION A - PROPERTY INFORMATION For Insurance Company Use: Al. Building Owner's Name LENNAR HOMES, INC. Policy Number A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Company NAIC Number 221 BELLA ROSA DRIVE City SANFORD State FL ZIP Code 32771 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 17, 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' 09.6" 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 134. Map/Panel Number 65. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood 89. Base Flood Elevation(s) (Zone Date Effective/Revised Date Zone(s) AO, use base flood depth) 12117CO065 E 04/17/95 04/17/95 -XI, 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) 612. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? []Yes ®No Designation Date N/A ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction' ® Finished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations -Zones Al-A30, AE, AH, A (with BFE), VE, V1-V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO. Complete Items C2.a-g below according to the building diagram specified in Item AT Benchmark Utilized BASED ON ENGINEER PLANS Vertical Datum NGVD 1929 Conversion/Comments N/A a) Top of bottom floor (including basement, crawl space, or enclosure floor)_ b) Top of the next higher floor c) Bottom of the lowest horizontal structural member (V Zones only) d) Attached garage (top of slab) e) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment in Comments) 0 Lowest adjacent (finished) grade (LAG) g) Highest adjacent (finished) grade (HAG) Check the measurement used. 17.2 ® feet ❑ meters (Puerto Rico only) -.N/A ❑ feet ❑ meters (Puerto Rico only) -N/A ❑ feet ❑ meters (Puerto Rico only) 16.5 ® feet ❑ meters (Puerto Rico only) 16.5 ® feet ❑ meters (Puerto Rico only) 16.4 ® feet ❑ meters (Puerto Rico only) 16.7 ® 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. 1 certify that the information on this Certificate represents my best efforts to interpret the data available. l understand that any false statement may be punishable by fine or imprisonment under 18 U. S. Code, Section 1001. ® Check here if comments are provided on back of form. Certifier's Name JAMES W. SCOTT License Number 4801 Title LAND SURVEYOR Company Name GRUSENMEYER-SCOTT & ASSOCIATES, INC. Address 5400 E. COLONIAL DRIVE City ORLANDO State FL ZIP Code 32807 Signature Uate b/Lb/UI I eiepnone 77 r �e, s /Z5 /0-7 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 221 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 "X" Pt n� "7e 5- bs­ /6 ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items El-E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B, and C. For Items E1-E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawl space, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawl space, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-8 with permanent flood openings provided in Section A Items 8 and/or 9 (see page 8 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is [].feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA-issued or community -issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) 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 �4bj.'SC'R'1r'T10-N' AS FURNISITED: Lot 17, CELERY EST-AFES, NORTH, cs recorded in Plot' Book 71, Poges U ---Th 40, oe f t, P, bi`c r�ecords, of 7errninole County, Florida. BOUNDARY FOR./cmumc-T) TO: Lermor 'Hornes, Inc. NOT PLA'J"D IV 00006'18" W REC 518" 1 R EAST LINE OF 60. 00' OVLRNMENT LOT 2 REC. 518" I.R. .71 1 - 3 #7143 i 25.15' 25, 13' 25.11' LOT 17 1 10.00 6.7, 2,731 covi" 00"---- CONC, LID 2Q ONE STORY RESIDENCE 1,0T 18 F. F. 1 7.26' �C- 4 2, -,.CC)V'D .3AC CONC. 20, 0' -LT 15, r), 32-53' CONC. 2 5.2 0, DRIVir.. 25.20' 151 LOT 16 ILITY 'X EASEMENT I 20-9.98' SE-1 N&D 4' CONC. WALK 036,) S 00'0950" E SET N&D 60, 00' 'A 1-A P -y A -LOSA CIR6ZE , (50' RllV) TRACT "Eb ' (PRIVA71.-- INGRESS AND EGRESS) p1:10111Cs[-D — f-INISHED SPOT GRADE ELEVARON PER ORIAINAGE PLANS t`,`,OPOS,..,9 DRAINIAGF- f:I OW "yp", PR1(;FC-Sc,F-,, f-� PI-R PLANS 'Sq[T-IRE FOOTAGE CALCULATIONS 4'140.1.- SQUA RE FEET DRIVE & LEAD 'WALKWAY: 529± SQUARE SIDEWALKIAPPPOACH: 414± SQUARE FEET 0 1 , TAL LOT SQUARE FOOTAGE: 6,620.J' SQUARE FEET (PC) S-T CK��-- 8. NG.-.0. MONT= 25' REA,I?= 20' SIDE- 7.5' STREET SIDE- 15' All- C0-7jL r & AS 06., -[-/V( y1ji? VT.,-r( LEGEND P111, = POINT ON INF. 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-32,32 FAX (40*7)-658-14,'f5 I J 1 3 I Ypx� Al NOTES: `ZAN �rlyl PrIII, OF nEVERZE C�.jJRRV,,1ATTijtRFK 1. 71-IF UNDERSi6NED DOES HEREBY CERTIFY THAT MECTS THE MINIWUM. TECHNICAL STANDARDS SET FCWH 81 OF %,F]mFUkJNI', - \ JR., I J - ONDRCIE MENUREN I RAO, PANIAL THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER SIG17-6 FLORIDA ADMUNISTRATNE Cook- PURSUANT RAT A. 'C- B 459K 6 .R. NON -RAT, SL 1ION 472-027 FI '10A. SFATUTFS. �' COV RLDV WP, WITNESS POINT EMBOSSED WITH SURVEYOR'S SEAL, THIS SURVLY IS NOT VALID AND IS PRESENTED FOR INFORMAFI( F1jjRpOS, Om v CALCULATE� -5; .- B�-,Iwwi CA: j"I- )NAL P F��Z' PERMANUNT RF�FERENCLE mc-4�jmENI IRVFY A'A'I PPEPAREO FROM ITTLE INFORMATION FURNISHED PMN! D TO THE SURVEYOR THERE MAY RE OTHER RESTRICTIONS FINISHED LOOR LLLVA110N OR FASEMrNTS THAT AFFECT THiS PROPERTY BUI DING �E--R-ACK 4. NO UNI)ERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. RIGH-OF -IAf m A F. I AS[ �EN T B'D, BAS� BEAQING 5, T�fIS FURVEY 15 PRFPAf,'E.9 FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENFRY, K DAJNALL 6. DIMENSIONS SHOWN FOR THE LOCATION OF IMPRDav- �`FMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT aBUNUAey F S, CC T v : DEARiNG5, ARE LKSED ASSUMED DATUM AND ON THE VNE SHOWN AS 13ASE BEARING (BLED.) ENCE 8. ELEVATIONS, IF SHOWN, ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF !929, UNLESS 'R4 RWIS NOT -D. rEN' C'* ORAWN BY.' PIN' OF 9- C-11FICAT-T OF AUTHOR N, 15-96 SCALE I , -1-- 2 OF -ANGE� ,PY CERPFiED 6)� DATE ORDER N.J. ARC -ENGTH PLOT PLAN 71-07-06 10738-06 IFI. T� I, 10RD CONG, FOUNDATIONIELEVS. 04-11-07 1726-07 -9q FINALIELEV5, 05- 24-07 0/ NO DEARINC, NORTH A I-- B01i DOES NOT LIE WiTHIN hM R, R. 4714 HL :-STAOUSHEC '00' YLAR FLOOD' PLANE AS PER 77RAV TO X. GRIbl-E ZONE "XI, PANEL W 12LI250 0065 T. (04- S W. SCOTT, R,L..S fl 4801 ERNON H. 13ERRY JP,, R,Z _S. 6262 CITY OF SANFORD PERMIT APPLICATION Application # : Submittal Date: Job Address: ZZ �� �t� �. S 4 �T �' Value of Work: $ 3 Parcel ID: Description of Work: !� r? ( v / ! +- y A / S r,--. Zoning: Historic District: Square Footage: ......................................................................................................................... Permit Type: Building ❑ Electrical 4. 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) ......................................................................................................................... Property Owner: r 14-0 r•:-j Contractor: n S.e c- Address: 0 1 S i h. Address: Phone: E-mail: Phone: (22, State License Number: 1~ �- vo �. c 3, g Bonding Company:'., Mortgage Lender: .. .,.. Address:.. Address: Architect/Engineer: Phone: Address: Fag: Plan Review Contact Person: 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 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 PA r Cr\ h 1` r[^ ry. 0 of Print Owner/Agent's Name Pri ntractor/Age\\\\\\\ Z. 67 Signature of Notary -State of Florida Date Signature of No StataoTlofids . • // Date '/•`•, �2rtivary t'cz • ice; Owner/Agent is _ Personally Known to Me or Contractor/Ag'21 1419, �ik Kno7vn to J& or _ Produced ID _ Produced h APPROVALS: ZONING: UTIL: FD: ENG��!//(ru������ BLDG: Special Conditions: Rev 02/2007 - BuildPro:-Job Management Page--I1 of 2 Tonya Schorpp From: Lennar Homes LLC, Chris Westhelle [postmaster@hyphensolutions.net] Sent: Monday, April 09, 2007 11:02 AM To: Bill Levy; Tonya Schorpp Subject: Celery Estates, 669552, 6695521017 - 221 Bella Rosa Circle, T-Security Sys-Rgh (Security Rough In) [5708526 -, BuildPro Order #7749437-000 Ome) Importance: High Lennar Homes LLC - Orlando Notice to Proceed on Order #7749437-000 Builder: Lennar Homes LLC - Orlando address: 101 Southhall Lane Suite #450 Maitland, FL 32751 main: 407-832-6713 fax: 407-682-4396 Preferred Supplier: DEVCON SECURITY SERVICES CORP attn: Order Processing office: 5612087200 fax: 5612080162 Please direct questions regarding the following tasks to: Chris Westhelle phone: 158*23*27925 email: chris.westhelle@lennar.com fax: 000-000-0000 Date Needed: 04/23/2007 Project: 6695521017 - 221 Bella Rosa Circle (Celery Estates, 669552) 221 Bella Rosa Circle Sanford, FL 0 Map Location: Backorder Policy: Ship Complete Only Plan: CMN1 Elevation: A Swing: L Permit #: 07-588 Job Start Date: 04/03/2007 Legal Desc: 1017 Plan: CMN1 Elevation: A QTY. DESCRIPTION UNIT PRICE TOTAL T-Security Sys-Rgh (Security Rough In) [5708526 - 1 6SECURITYP -SECURITY SYSTEM pre wire $316.00 $316.00 Subtotal: $316.00 Tax Total: $0.00 Total: $316.00 4/9/2007 CITY OF SANFORD PERMIT APPLICATION Permit # : l Job Address: Date: ' 7 ' r-d , FL . l Description ofWork: ''rr WW KV� AW\IL �J — I LAA-JT��J(YL(i� —Total Square Footage Historic District: Np Zoning: Value of Work: $ II f�40O Permit Type: [wilding Electrical V Mechanical Plumbing Fire Sprinkler/Alan» _ Pool Electrical: New Service - # of AMPS � Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Plumbing/ New Commercial: # of Fixtures Plumbing/New Residential: # of Wat r Closets _ Occupancy Type: Residential Commercial _ Replacement New (Duct Layout & Energy Calc. Required) # of Water & Sewer Lines # of Gas tines Plumbing Repair- Residential or Commercial _ Industrial Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required ) s Cotl7 Owners Name & Address: �__ �. in. na- / I _� '�;7";tea i I j(_; ,{ Y; (1�( i 1 -«��%� IT. � >� j, frt�!0.—� Phone: ,Ci�j"_',, i{ Contractor Name & Address % t y � JI , &,, nli . 3b3 �. L—L�,u•Yf�i ilyo, arr(Di d , VLI2 State License Numberdb2�-I _ —7�71/ 1.32 D �•; jjgL ( "lam/ l �Y_V !_"-{ �Phonc' �iV�- _LvEC� Phone & hax: Contact Pcrsnn: _ Bonding Compan): --- ---____-- Address: Mortgage Lender: . Address: Architect/Engineer: Address: Phone: Fax Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL. WORK, PLUMBING, SIGNS, WELLS. POOLS. FURNACES. BOILERS. HEATERS. TANKS. and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicahie In-s regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESUI.'I' IN Y01 iR P \YING TWICE FOR IMPROVEMENTS TO YOUR PROPERLY. 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 this county, and there may be additional permits required from other governmental entities 5 Acceptance of perinit is verification that I will notify the owner of the property of the requireine Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is _ Personally Known to Me or _ Produced ID APPROVALS: ZONING: Special Conditions: Rev 03/2006 UTIL.: FD: Si t is property that may be found in the public records of anagement districts, state agencies, or federal agencies. da Lien Law, FS 713 a-7 nit actor/Agent Date �( r/Aeei is Name I / y o-7 Sigma ot,; y � to of Florida Date �aVr Cheryl L Smith s , My Commission DD243250 Nor r00 Expires August 20. 2007 Contractor/Agent is X Personally Known to Me or Produced ID ENG: _ BL.DG:------_----. J-P fi COUNTY OF SEMINOLE IMPACT FEE STATEMENT ISSUED BY CITY OF SANFORD STATEMENT NUMBER 106-75184 DATE: BUILDING PERMIT NUM ER: (CITY) COUNTY NUMBER: UNIT ADDRESS... ` iell TRAFFIC ZONE: JURISDICTION: 06 CITY OF SANFORD SEC: TWP- RN,r-. PARCEL: SUBDIVISIO C PJP_7_ TRACT PLAT BOOK: rg— -,"L T BOOK PAGE BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NA ADDRESS: LAND USE CATEGORY: 001 - Single Family Detached House TYPE USE; Residential WORK DESCRIPTION: Single Family House: Detached - Construction FEE 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 t 1,384.00 AMOUNT DUE S 2,143,00 STATEMENT RECEIVED BY: o Vol SIGNATURE: TPLEASE PRINT I`A­MNj__ DATE,: NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE.TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILI Y FOR THE FEE. DISTRIBUTION: 1-COUNTY 3-CITY 2-APPLICANT 4-COUNTY **NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHICH ARE DUE AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATIONS OF THE ROAD, LIBRARY SYSTEM AND/OR EDUCATIONAL (SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD, FLORIDA 32771; (407) 665-7474. PAYMENT SHOULD BE MADE TO: CITY OF SANFORD BUILDING DEPARTMENT 300 NORTH PARK AVENUE SANFORD. EL 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"""""""""" CITY OF SANFORD PERMIT APPLICATION Application #: —k Submittal Date: Job Address: c a'1 /� '_- Value of Work: $ Parcel ID: ,� Zoning: Historic District: Description of Work: Af GJ C QAI A h 1liu G �I Ofit,( , ti tM t3; AK Square Footage: ......................................................................................................................... Permit Type: Building ❑ Electrical ❑ Mechanical ❑ Plumbing 04---"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 Ca1c. Required) f Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Z 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) .............. go. ......../.,....... ..................... ................... ...... .................—.�i...................... Property Owner: � p4kt t �QiM FJ S Contractor: ce6t 940 A-( .1—& 6 Address: Address: 973b �(d f K Q/G£ % -0 (91(^A(V Phone: E-mail: Phone. `/?J�State License Number: MoBondin Company: rt a e Lender: Address: Architect/Engineer: Address: Plan Review Contact Person: 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. 1 understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING; CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entiti 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 q rements of Fl id a 3-91 . Signature of Owner/Agent Date ignature of ontractor/ nt Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is _ Personally Known to Me or Produced ID APPROVALS: ZONING: Special Conditions: Rev 02/2007 UTIL: FD: Tint for/A is Name Signature of Notary -State of Florida Date • ` � °DEBBI B�1:1N+1i®Nt MY COMMISSION # DD629096 EXPIRES: February25, 2011 c; 1-8 OF NO FI. Notary Discomt Assoc. Co. Contractor/Agent is Produced ID ENG: BLDG: I IN 11111 II 111 II 111 II 1111111111111 II 111 II 111 II 11111 ill 11111 MARYANNE MORSEL CLERK OF CIRCUIT COURT SEMINOLE COUNTY AK 06520 Pg .1578 I Q pg ) CLERK'S # 2006197746 RECORDED 12/15/2006 10:23:48 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 BOOK ft 71 PAGES #338--4�5,OFF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA, AKA -�:a I�FL 32771 General Description Of Improvements: SINGLE FAMILY DETACHED Owner LENNAR HOMES, INC. Address 101 SOUTHHALL LANE ST 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 William Graham - Division President CLERK 0 SEMMOU.BY I l' I'r i'I �dr1117A Dii U Lennar Homes, Inc. Sworn to and subscribed before me this "Z�� Of Notary Public Personal Knowledge 2otPaY.a�B�c EDWARD L. DEAN, JR. * * MY COMMISSION 0 DO SM07 EXPIRES: May 10, 2010 Ilk rFOR !��\oe Bonded Thru Budget Notary Servhs I�� FORM 60OA-2004 (OFSCE Ener Gau e® 4.0 9Y 9 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Ad, Project Name: CAYMAN Address: 221 Bella Rosa Circle Lot 17 City, State: Sanford, FL 32117 Ph 1 Owner: Lennor Climate Zone: Central 1. New construction or existing New _ 2. Single family or multi -family Single family _ 3. Number of units, if multi -family 1 4. Number of Bedrooms 3 _ 5. Is this a worst case? Yes _ 6. Conditioned floor area (ft2) 1584 ft2 7. Glass typel and area: (Label reqd. by 13-104.4.5 if not default) a. 0-factor: Description Area (or Single or Double DEFAULT) 7a(Sngle Default) ] 85.3 ft2 b. SHGC: (or Clear or Tint DEFAULT) 7b. (Clear)185.3 ft2 8. Floortypes a. Slab -On -Grade Edge Insulation R=0.0, 183.0(p) ft _ b. N/A _ c. N/A 9. Wall types a. Concrete, Int Insul, Exterior R=4.1, 1082.3 ft2 b. Frame, Wood, Adjacent R=I 1.0, 160.0 ft2 _ c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic R=30.0, 1590.0 ft2 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 Builder: LENNAR HOME Permitting Office: 5W Fro,t-d Permit Number: d-1-58eOo�G Jurisdiction Number( 7,5o G 12. Cooling systems a. Central Unit �```�V` Cap: 29.0 kBtu/hr _ �. SEER:14.00 _ b. N/A c. N/A 13. Heating systems a. Electric Heat Pump Cap: 29.0 kBtu/hr _ HSPF: 8.10 b. N/A c. N/A 14. Hot water systems a. Electric Resistance Cap: 50.0 gallons EF: 0.90 b. N/A c. Conservation credits (HR-Heat recovery, Solar DHP-Dedicated heat pump) 15.. HVAC credits PT, (CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, MZ-C-Multizone cooling, MZ-H-Multizone heating) Glass/Floor Area: 0.12 Total as -built points:19408 PASS Total base points: 22960 I hereby certify that the plans and specifications covered by this calculation are in c pliance wi a Florida Energy Code. PREPARED B DATE: , i I hereby certify that compliance with, the OWNER/AGEN' Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE. 11/22/06 DATE: 1 Predominant glass type. t-or actual glass type and areas, see Summer & Winter Glass output on pages 2&4. EnergyGauge® (Version: FLRCSB v4.0) Pr FORM 60OA-2004 EnergyGauge® 4.0 SUMMER CALCULATIONS Residential Whole Building 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 SOF = Points .18 1584.0 25.78 7350.4 Single, Clear N 7.0 6.0 16.2 30.19 0.70 341.6 Single, Clear N 1.0 6.0 23.3 30.19 0.97 685.4 Single, Clear E 1.0 4.0 7.1 63.97 0.92 416.2 Single, Clear E 1.0 6.0 16.2 63.97 0.97 1004.0 Single, Clear E 1.0 4.0 9.8 63.97 0.92 574.5 Single, Clear S 1.0 6.0 16.2 48.22 0.94 737.5 Single, Clear W 1.0 6.0 16.2 57.68 0.97 905.0 Single, Clear W 1.0 6.0 16.2 57.68 0.97 905.0 Single, Clear S 9.0 7.8 40.8 48.22 0.54 1072.0 Single, Clear W 1.0 6.0 23.3 57.68 0.97 1301.6 As -Built Total: 185.3 7942.9 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent 160.0 0.70 112.0 Concrete, Int Insul, Exterior 4.1 1082.3 1.18 1277.1 Exterior 1082.3 1.90 2056.4 Frame, Wood, Adjacent 11.0 160.0 0.70 112.0 Base Total: 1242.3 2168.4 As -Built Total: 1242.3 1389.1 DOOR TYPES Area X BSPM. = Points Type Area X SPM = Points Adjacent 16.0 1.60 25.6 Exterior Insulated 20.4 4.80 97.9 Exterior 20.4 4.80 97.9 Adjacent Wood 16.0 2.40 38.4 Base Total: 36.4 123.5 As -Built Total: 36.4 136.3 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 1590.0 2.13 3386.7 Under Attic 30.0 1590.0 2.13 X 1.00 3386.7 Base Total: 1590.0 3386.7 As -Built Total: 1590.0 3386.7 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 183.0(p) -31.8 -5819.4 Slab -On -Grade Edge Insulation 0.0 183.0(p -31.90 -5837.7 Raised 0.0 0.00 0.0 Base Total: -5819.4 As -Built Total: 183.0 -5837.7 INFILTRATION Area X BSPM = Points Area X SPM = Points 1584.0 14.31 22667.0 1584.0 14.31 22667.0 EnergyGauge® DCA Form 60OA-2004 EnergyGauge®/FlaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge® 4.0 SUMMER CALCULATIONS Residential Whole Building Performance Method A Details ADDRESS: , , , PERMIT #: 1 BASE AS -BUILT Summer Base Points: 29876.6 Summer As -Built Points: 29684.4 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) (sys 1: Central Unit 29000 btuh ,SEER/EFF(14.0) Ducts: Unc(S),Unc(R),Gar(AH),R6.0(INS) 29684 1.00 (1.09 x 1.150 x 0.95) 0.244 0.950 8157.0 29876.6 0.4266 12745.4 29684.4 1.00 1.188 0.244 0.950 8157.0 EnergyGaugeTm DCA Form 60OA-2004 EnergyGauge®/FIaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge® 4.0 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: , , PERMIT #: BASE AS -BUILT GLASS TYPES I .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Omt Len Hgt Area X WPM X WOF = Point .18 1584.0 5.86 1670.8 Single, Clear N 7.0 6.0 16.2 15.07 0.99 241.2 Single, Clear N 1.0 5.0 23.3 15.07 1.00 350.3 Single, Clear E 1.0 4.0 7.1 12.37 1.02 89.4 Single, Clear E 1.0 6.0 16.2 12.37 1.01 202.2 Single, Clear E 1.0 4.0 9.8 12.37 1.02 123.4 Single, Clear S 1.0 6.0 16.2 9.90 1.01 161.7 Single, Clear W 1.0 6.0 162 13.25 1.00 215.2 Single, Clear W 1.0 6.0 16.2 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: 185.3 2699.5 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 160.0 1.80 288.0 Concrete, Int Insul, Exterior 4.1 1082.3 3.31 3577.0 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: 36.4 198.4 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 1590.0 0.64 1017.6 Under Attic 30.0 1590.0 0.64 X 1.00 1017.6 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 -347.7 Slab -On -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 -443.5 1584.0 -0.28 -443.5 EnergyGauge® DCA Form 60OA-2004 EnergyGauge@/FiaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge® 4.0 WINTER CALCULATIONS Residential. Whole Building Performance Method A - Details I ADDRESS: , , , PERMIT #: BASE AS -BUILT Winter Base Points: 4517.8 Winter As -Built Points: 7794.6 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) (sys 1: Electric Heat Pump 29000 btuh ,EFF(8.1) Ducts:Unc(S),Unc(R),Gar(AH),R6.0 7794.6 1.000 (1.078 x 1.160 x 0.95) 0.421 0.950 3706.5 4517.8 0.6274 2834.5 7794.6 1.00 1.188 0.421 0.950 3706.5 EnergyGaugeTm DCA Form 60OA-2004 EnergyGauge@)/FIaRE&2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge® 4.0 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS:, , , , PERMIT #: BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2460.00 7380.0 50.0 0.90 3 1.00 2514.67 1.00 7544.0 As -Built Total: 7544.0 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points = Total Points Cooling Points + Heating + Hot Water = Total' Points Points Points 12745 2834 7380 22960 8157 3707 7544 19408 PASS ��O4TiiE ST9r��� R T .S cop �.�.� EnergyGaugeTm DCA Form 60OA-2004 EnergyGauge&FIaRES'2004 FLRCSB v4.0 FORM 60OA-2004 EnergyGauge® 4.0 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS:, , , , PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1 ABC.1.1 Maximum:.3 cfm/s .ft. window area; .5 cfm/s .ft. door area. Exterior & Adjacent Walls 606.1.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 & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to the foundation to the top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chas soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plat attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFP have combustion air. SA-22 OT14FR PRFSCRIPTIVF MFARI IRFS lmtrct ho maf ar ovraarlarl hu all racirlanrac 1 COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 612.1.ABC.3.2: Switch or clearly marked ci breaker electric or cutoff as must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 1 Separate readily accessible manual or automatic thermostat for each s stem. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides_ Common ceiling & floors R-11. EnergyGaugeTM' DCA Form 60OA-2004 EnergyGauge®/FIaRES'2004 FLRCSB v4.0 3' bath duct to roof cap — w/fan Nutone 696RNB 2.5 ton w/5kw 2240v ]ph ©-' 18x10 Alen 22xI2 rad scale d/81•110' -__ N - ppl1atforn by bldr N 3' bath duct to roof cap w/fan Nutone 696RNB w 6ED7 e'•o+ I0x6 Iwcd IOx10 rn 65 6 4• 6 cd30 16• 24 8 n r 146N N IV 0XID ra EN7R Pm 5'_4• CI 12.61 Iwcd 115 Be m a�ct3 iWl9 COL tOr At ♦•-W mopmea ............................. O o� N d1 n 12x12 op we..wwi� Q � i :d 10 F °�LclM ' . - R i 12x12 ra0 14xb lwcd 25o qeq 1050 Iwcd 6• I m I Z WWW � o_ � N 7 14x8 lwcd 0 UJ lU 1006 lwcd 225 Q Z 99 e• T �4 � Q D• Ga. drywr .all cap ruMr 0! A/C PAD noos'arnc 42X42 A/C SL r A="* W BY BLDR MIN �cl V) DOUSLS GARAGE GE 2' FROM WALL _ _ ,� Li °' s l C7 4OOR III AN W/ NOTES . e.4r Must have a minimum clearance of 4 Inches around the air handler per the State Energy .code. All duct has an r=6 insulation value. Q ¢ Z � O W Q g Roc Z o N r m W > Z Q F- m 1W- Q -.J O n Q w \ mLLJ(nInn RIGHT-J CALCULATION PROCEDURES A, B, C, D Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: CAYMAN 7.27.04 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Procedure A - Winter Infiltration HTM Calculation* 1. Winter infiltration AV.F 0.80 ach x 12720 fl3 x 0.0167 = 170 cfm 2 Winter infiltration load 1.1 x 170 cfm x 32 °F WnherTD = 5970 Btuh a Winter infiltration HTm 5970 Btuh / 222 ft2 Total window = 26.9 BtuhlW and door area Procedure B - Summer Infiltration HTM Calculation 1. Summer infiltration AVF 0.40 ach x 12720 ft3 x 0.0167 = 85 cfm 1.1 x85 Cfm x 18 °F StmmerTD = 1679 Btuh a Summer infiltration Hf M 1679 Btuh / 222 ft2 Total window = 7.6 BUM and door area Procedure C - Latent Infiltration Gain 0.68 x 43 grflb moist.diff. x 85 cfm = 2501 Btuh vroceaure u equipment sizing I-oaas 1. Sensible stung bad Sensible ventilation load 1.1 x 50 cfm vent x. 18 °F SummerTD = 990 Btuh Sensible load for structure (Line 19) + 19111 Btuh Sum of ventilation and structure bads = 20101 Btuh Rating and temperature soling multiplier x 0.98 Equipment song bad - sensible = 19699 Btuh 2 Latent siting load Latent ventilation bad 0.68 x 50 cfm vent x 43 gr/Ib moist.diff. = 1474 Btuh Internal bads = 230 Btuh x 5 people + 1150 Btuh Infiltration bad from Procedure C + 2501 Btuh Equipment stung bad - latent = 5125 Bl uh Conshnfion Quality is: a No. of Fireplaces is: 0 Bold/italic values have been manually overridden Printout Certified by ACCA to meet all requirements of Manual J 7th Ed. .� wnghtsoft Right -Suite Residential 5.5.17 RSR26017 2004-Jul-28 09:02:33 MCA E:\Files\LennarOtiando2002\CAYMAN\CAYMAN.rsr Page 1 PROJECT SUMMARY 0 Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: CAYMAN 7.27.04 109 COMMERCE STREET, LAKE MARY, FL 32746-6206.Phone: (407) 831-2665 �Project• • For. LENNAR Notes: Design Information Weather. Orlandq AP, FL, US Winter Design Conditions' Summer Design Conditions Outside db 38 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 32 OF Design ID 18 OF Daily range M Relative humidity 50 % Moisture difference 43 grAb Heating Summary Sensible Cooling Equipment Load Sizing Building heat loss 27888 Btuh Structure 19111 Btuh Ventilation air 0 cfm Ventilation 990 Btuh Ventilation air loss 0 Btuh Design temperature swing 3.0 OF Design heat bad 27888 Btuh Use mfg. data n Rate/swing multiplier 0.98 Infiltration Total seas. equip. bad 19699 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Internal gains 1150 Btuh Ventilation 1474 Btuh Heati�ng9� Cootin Infiltration 2501 Btuh Area (tt2) 1554 15 Total latent equip. load 5125 Btuh Volume (W) 12720 12720 Air than r 0.80 0.40 Total equipmentbad 24824 Bhlh 2.1 Equiv. AVF (dm) 170 85 Req. tota- Icapacity at 0.80 SHR ton Heating Equipment Summary Cooling Equipment Summary Make BRYANT Make BRYANT Trade Trade Model Cond Coil Efficiency al HSPF Efficiency 13 � Heating input Sensible cooling 23200 Btuh Heating output 0 Btuh @ 47°F Latent cooling _ 5800 Bluh Temperature rise 0 OF TOW cooling 29000 Bhih Actual air flow 1000 cfm Actual air fbw 1000 Cfm Air flow factor 0.036 dnvBtuh . Air flow factor 0.052 dmlBtuh Static pressure 0.40 in H2O Static pressure 0.40 in H2O Space thermostat Load sensible heat ratio 80 % abld/llalic values have been manually overridden Printout certified by ACCA to meet all requimmeM of Manual J 71h Ed. wrightsoft Right -Suite Residential 5.5.17 RSR26017 2004-Jul-28 09:02:33 Ar-(>- E:\Files\Lennar0rlando2002\CAYMAN\CAYMAN.rsr Page 1 RIGHT-J WINDOW DATA DEL AIR HEATING,AIR CONDITIONING,R Job: CAYMAN 7.27.04 109 COMMERCE STREET. LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 W S D W G L S S O N A S O O W C W S N K I A L O T H V G N H V V H H N H D Y R L A W R A H L G C R R G T A A W L Z E M D G Z L O X Y T M R R LIVING/DINING a n sw a c n 0 d 1 1 90 1.0 7.0 1.0 5.0 47.4 16.2 16.2 BED3 a n sw a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 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 nw a c n' 0 d 1 1 90 1.0 1.0 1.0 5.0 39A 16.2 0.0 MWIC MBATH a n r?w a c n 0 d 1 1 90 1.0 1.0 1.0 3.0 39A 9.8 0.0 MBED a n ne a c n 0 d 1 1 90 1.0 1.0 1.0 5.0 39A 16.2 0.0 a n se a C n 0 d 1 1 90 1.0 1.0 1.0 5.0 47A 16.2 2.0 FAMILY a n se a C n 0 d 1 1 90 1.0 1.0 1.0 5.0 47.4 16.2 2.0 b n ne a c n 0 d 1 1 90 1.0 9.0 1.0 6.8 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 47.4 23.3 2.9 „ wrightsoft Right -Suite Residential 5.5.17 RSR26017 2004-Jul-28 09:02:33 fCiC% E:\Files\Lennar0rlando2002\CAYMAN\CAYMAN.rsr Page 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: CAYMAN 7.27.04 109 COMMERCE STREET, LAKE MARY. FL 32746-6206 Phone: (407) 831-2665 1 IV WIW/it. .. 1H1 LU Naneofr=n Entire House LMNG(DINING BED3 BATH 2 Len_* deposed wall 183.0 ft 16.0 ft 41.0 ft 8.0 ft 3 Rocrn diniffE is 220 x 16.0 ft 10.0 x 14.0 ft 8.0 x 7.0 ft 4 Ceil gs CarxfA.Option 8.0 ft heaVcod d 8.0 ft heatbod 8.0 ft he4ccol 8.0 ft heaVood TYPE OF I CST HTM Arm Load (t3hh) Area Loaf (BA h) Arai Load (Bdtl) Arta Load (B4tr) D(POSURE ND. I Cig (ft) i*9 C19. (ft) Htg Clg (p) Htg Clg (W) Htg Clg 5 Gross a 148 4.6 2.1 1288 - "" 72 - - 328 - - EVosed b 12C 29 1.9 0 - "" 0 - - 0 - - vwalb and c 13C 32 12, 176 - "" 56 - "'" 0 - Parhtiorls d 0.0 0.0 0 - "" 0 - "" 0 - - e 0.0 0.0 0 - 0 - 0 - - f 0.0 0.0 0 »» "" 0 »» 0 6 Wnda and a 1C 37.0 " 145 5341 - 16 589 - 23 861 212 lass doors b 8C 37.0 " 41 150E - 0 0 - 0 0 c 0 rreanxJ c 9C 38.7 " 0 0- 0 0- 0 0 ""c 0 d 3C 232 - 0 0- 0 0- 0 0 "" 0 e 0.0 0 0- 0 - 0 0 0 f I 10.0 " 0 0- 0 - 0 0 ""c 0 7 Wrdmsad North 20.4 25 - 534 16 - 33D 3 "`" 6D "" 0 Mass doors NEMW 39A 90 - 355D 0 - 0 0 "' 0 . 280 Cooy19 ENV 0.0 0- 0 0- 0 0 "" 0 . 0 SEISM 47.4 69 - 3273 0 "' 0 20 "` 965 c- 0 South .0.0 0 - 0 0 ""' 0 0 "" 0 c- 0 Horz 0.0 0- 0 0 "" 0 0`" 0 - 0 8 Olfe doors a 11A 18D 127 20 111 210 20 26D 0 0 0 0 0 b 10D 14.7 9.9 16 159 0 0 0 0 0 0 0 0 c 0.0 6.0 0 0 0 0 0 0 0 0 0 c 0 0 9 Net a 14B 4.6 2.1 1082 4987 2229 35 163 73 3D5 1404 627 51 262 117 e«posed b 12C 2.9 1.9 0 0 0 0 0 0 0 0 0 0 0 Ovals and c 13C 32 12 160 501 187 56 176 (6 0 0 0 0 0 par ili- d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0 0 10 Ceilings a 16G 1.1 1A 1�0 1679 22a4 352 312 488 140 148 194 b 16C 2.8 35 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 252 0.0 183 4743 0 1 41 0 41 1063 0 207 0 (Nod: roam b M 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 perir>eler c 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0 0 isdispl. d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 Boors) 0.0 0.0 0 0 0 0 0 0 0 0 0 0 12 Infiltration a 26.9 7.6 222 5970 1679 1 37 9B612T7 23 627 1767 191 54 13 SLblolalbss=6+8.+11+12 - 253C3 - "" 3095 - - 4103 - 982 - Less a dernal heeaWg - 0 - ••» - - 0 »» - 0 - Lesstransfer ». 0 - 0 - - 0 ,» - 0 - Heafi g mdi*bhon - 0 - •»• - - 0 »» - 0 - 14 Duct loss 10'/ 2535 - 10°/ 310 - 10° 410 "" 101 9B - 15 Try loss =13+14 27888 " "` 3105 ""' 4514 '*' - 1081 - 16 Int. gains: People @ 300 5 - 1500 1 - 300 0 - 0 0 Appl. @ 1200 2 - 1800 0 - 0 0 - 0 c- 0 17 SubVRSHg*p7+B_+12+16 - - 17374 "" - 1794 "" "' 2(tzi - " LewaMrrt a)*g - - 0 - 0 - - 0 - - 0 Less transfer - - 0 »" - 0 - - 0 »» - 0 Cooling redishlbution "" 0 *" - 0 - - 0 - 0 18 Dud gain 10°/ - 1737 10'/ - 179 10' "" 202 101 - all 19 Total RSH c a"l7+18)'PLF 1.00 19111 1.00 - 1973 100 - 2225 1.00 - 5B1 20 Arrequired (dm) - 1000 1000 - 122 O31 `" 162 116 - 39 30 Printout certified by ACCA to meet all requimmenfs of Manual J 7th Ed. wrrrgl�tsOlFt Right -Suite Residential 5.5.17 RSR26017 2004-Jul-28 09:02:33 '�� E:\Files\LennarOrlando2002\CAYMAN\CAYMAN.rsr Page 1 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 Job: CAYMAN 7.27.04 LJ. mm. Nameckocm pj:m MVX HEATH N6®Lercjhofe�osedWal TNSWv, 120 ft 10.0 ft 18.0 ft 220 ft Romi dirersors 120 x 10.0 ft 10.0 x 9.0 ft 9.0 x 10.0 ft 14.0 x 17.0 ft Ceiings Cor& Option 8.0 fti heaflomd 8.0 ft hea bod 8.0 ft heatlood 8.0 ft food TYPE OF CST HTM Area Load(8ki1) Area' Load W) %Lea Lrod W) Area Load W) DW06l1RE N0. Htg Cig ( ) Ftg Clg (ft=) Htg Clg (ft�) t�t9 Clg (F HGg 5 Gross a 14B 4.6 2.1 96 - - 80 - - 144 - - 17E Exposed b 12C 29 1.9 0 - - 0 - - 0 - - wad and c 13C 32 12 0 - - 0 - "" 0 " partitions d 0.0 0.0 0 - - 0 - - 0 - e 0.0 0.0 0 - - 0 - - 0 f 0.0 0.0 0 - - 0 - 0 "" .. 6 V*xbksad a 1C 37.0 16 99 - 0 0 - 10 362 - 1195 - glass doors b 8C 37.0 0 0- 0 0- 0 0- 0- Heeling c 9C 38.7 0 0- 0 0- 0 0 0- d 3C 232 0 0- 0 0- 0 0 0 e 0.0 0 0- 0 0- 0 0 0 f 0.0 0 - 0 0- 0 0 0 7 Wrdaysand North 20.4 0 - 0 0- 0 0 - 0 - 42 glassdoors NEW39.4 16 - 638 0 - 0 10 - 386 638 ENV 0.0 0- 0 0- 0 0- 0 0 SBSW 47.4 0 - 0 0 "" 0 0 - 0 1 - 671 Souh 0.0 0 - 0 0 "" 0 0 - 0 - 0 Horz 0.0 0 - 0 0 "" 0 0 - 0 - 0 8 Ofherdoors a 11A 18.9 127 0 0 0 0 0 0 0 0 0 0 0 b 10D 14.7 9.9 0 0 0 0 0 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 9 Net a 148 4.6 2.1 80 368 164 80 389 165 134 618 276 14z 662 296 epcsed b 12C 29 1.9 0 0 0 0 0 0 0 0 0 c 0 0 walsand c 13C 3.2 12 0 0 0 0 0 0 0 0 0 0 0 partitions d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 10 Ceilings a 16G 1.1 1A 121 127 185 90 95 125 90 95 125 23E 251 330 to 16C 28 3.5 0 0 0 0 0 0 0 0 0 c 0 0 c 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0 0 d 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 e 0.0 OD 0 0 0 0 0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 12 311 0 10 211 0 18 467 0 z 510 0 (Nde: roan to 19G 1.1 0.0 0 0 0 0 0 0 0 0 0 0 0 perineler c 0.0 0.0 0 0 0 0 0 0 0 0 0 c 0 0 isdispl. d 0.0 0.0 0 0 0 0 0 0 0 0 0 c0 0 for slab a 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 floors) f 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 12 Inf ttration a 26.9 7.6 16 436 123 0 01 0 10 254 74 32 872 245 13 Sutoljlalbss;= 8 +11+12 - 1840 - - 1806 - 3553 Less externalheatiing - 0 - - 0 - - 0 "" - 0 - Less transfer - 0 - "" 0 - - 0 "" - 0 - Heatingredstriloution - 0 - - 0 - - 0 - 0 "" 14 Duct loss 100/1 184 - 100/1 72 - 101 181 101/. 355 - 15 Total loss =13+14 2025 - 796 - - 1987 - 3909 16 Int. gains: People @ 300 0 "" 0 0 - 0 0 - 0 1 - 300 Appl. @ 12J0 0 �,. 0 0- 0 0- o c - 0 17 Sd1bt RSH gain=7+8 +12+16 ••» »« 1092 • •• - 299 - t«V - 13M - - 2W Less exernal cool xd "•` 0 - - 0 - - 0 - - 0 Less harsler "" '"" 0 - - 0 - - 0 - - 0 coo" r ution 0 - - 0 - - 0 - - 0 18 Dud gam 103/c 109 10°/ - 29 100 - 86 10° - 252 19 Total RSH gan=(17+18)-PLF 1.00 1201 1.00 - 318 100 ""' 1.00 - 2774 20 Air required (din) - 73 63 "" 29 17 - 71 50 "" 140 145 Printout Certified by ACCA to med all requirements of Manual J 7th Ed. wrrtg1_1tsoft Right -Suite Residential 5.5.17 RSR260172004-Jul-28 09:02:33 E:\Files\LennarOrlando2002\CAYMAN\CAYMAN.rsr Page 2 RIGHT-J WORKSHEET Entire House DEL AIR HEATING,AIR CONDITIONING,R Job: CAYMAN 7.27.04 109 COMMERCE STREET, LAKE MARY, FL 32746-6206 Phone: (407) 831-2665 m ca. me Nadmm FAMLY KITCHEN 1rvrwwrti.r. 2 Lencjhdexposedwal 23.0 ft 33.0 ft 3 Rowndmaeons 18.0 x 16.0 ft 120 x 18.0 ft 41 Cei3lgs Caid2 Option 8.0 ft heatlood 8.0 ft heatlood TYFEOF I CST HTM Arm Load{64i1) Arm Load(Bidn) Area Area DWCSLRE, Na I Ctg (ft2) F t9 Clg OF) Htg I Ctg H19 Clg Ht9 I G9 5 Gross a 14B 4.6 21 184 - - 144 - - Bposed b 12C 2.9 19 0 - - 0 - - walsand c 13C 32 12 0 - - 120 - - pa thons d 0.0 0.0 1) 0 e 0.0 0.0 0 "" "` 0 f 0.D 0.0 0 6 Wr&m6and a 9C 37.0 16 999 - Z3 861 - glass doors b 8C 37D 41 1508 - 0- Heahtg c 9C 38.7 0 0 0 0 d 3C 232 0 0 "'" 0 0 e 0.0 "` 0 0 "" 0 0 f 0.0 0 0 0 0 7 Wrrbhsald North 20.4 2 42 3 60 - - glass doors NERVW 39.4 41 160B 0 0 CooirxJ ENV 0.0 0 0 0 0 SE1SW 47.4 14 671 x"" 965 - - Soulh 0.0 0 0 0 0 - - Horz 0.0 0 0 0 0 8 Olherdoors a 11A 189 127 0 0 0 0 0 0 b 10D 14.7 1 ' 9.9 0 0 0 1 236 159 c 0.0 0.0 0 0 0 0 0 0 9 Net a 14B 4.6 2.1 127 595 282 121 555 249 e posed b 12C 29 1.9 0 0 0 0 0 0 walls and c 13C 32 12 0 0 0 103 32B 122 partbons d 0.0 0.0 0 0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 10 Ceilings a 16G 1.1 1.4 M8 3D4 399 216 228 299 b 16C 28 3.5 0 0 0 0 0 0 c 0.0 0.0 0 0 0 0 d 0.0 0.0 0 0 0 0 e 0.0 0.0 0 0 0 0 0 0 f 0.0 0.0 0 0 0 0 0 0 11 Floors a 22A 25.9 0.0 23 596 0 33 RE 0 ((Dole: room b 19G 1.1 0.0 0 . 0 0 0 0 0 perine- c 0.0 0.0 0 0 0 0 0 0 isdispl. d 0.0 0.0 0 0 0 0 0 0 for slab a 0.0 OD 0 0 0 0 0 tbors) f 0.0 .0.0 0 0 0 0 0 12 In%-dbon a 269 7.6 57 1535 432 39 1058 298 13 Sublotalbss:6+8-+11+12 - 5127 4122 - - Less exernal healing - 0 ».. - 0 - ..,. .... . ,, Lesshansfer • •• 0••» - 0 - - .,.. «.. «.. HwVg redst nbution 0 ... .... 0 ,,. .... «.. .... .... 14 Duct loss 100/ 51 100/ 412 15 Total loss =13+14 "' 5w "" "' 4534 16 Int gains: People @ 300 3 - 900 0 - 0 Appl. @ 1200 0 - 0 2 - 18M 17 SubkA RSH g irF7+8_+12+16 "" """ 4313 3951 Less external cooling , «»• 0 «,. - 0 _ Less transfer -^� -... 0 - 0 - ..» ..., . . Cooling redsirbution «.« ... D - 0 - ,.. .... . ,. 18 Duct gain 10o/ - 431 10% - 3" 19 Total RSH.gain=(17+18)'PLF 1A0 "' 4744 1.0D 4347 20 Air required (ran) 202 248 '"" 163 227 - Printout certified by ACCA to meet all requiremer s of Manual J 7th Ed. wrrrgi-rtsOirt Right -Suite Residential 5.5.17 RSR26017 2004-Jul-28 09:02:33 E:\Files\LennarOrlando2002\CAYMAN\CAYMAN.rsr Page 3 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 86.8 The higher the score, the more efficient the home. ] : 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 (ftz) 1584 ftz _ 7. Glass typel and area: (Label reqd. by 13-104.4.5 if not default) a., U-factor: Description Area (or Single or Double DEFAULT) 7a(Sngle Default)1853 W — b. SHGC: (or Clear or Tint DEFAULT) 7b. (Clear)185.3 ft' — 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 183.0(p) ft b. N/A _ c. N/A _ 9. Wail types a. Concrete, Int Insul, Exterior R=4.1, 1082.3 ftz _ b. Frame, Wood, Adjacent R=11.0, 160.0 ftz _ c. N/A _ d. N/A e. N/A _ 10. Ceiling types a. Under Attic R=30,0, 1590.0 ftz _ b. N/A _ c. N/A — 11. Ducts a. Sup: Unc. Ret: Unc. AH(Sealed):Garage Sup. R=6.0, 1, 0 ft b. N/A 12. Cooling systems a. Central Unit b. N/A c. N/A 13. Heating systems a. Electric Heat Pump b. N/A c. N/A 14. Hot water systems a. Electric Resistance b. N/A c. Conservation credits (HR-Heat recovery, Solar DHP-Dedicated heat pump) 15. HVAC credits (CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final insp Otherwise, a new"EPL Display Card will be completed based on installed Code m eata*s,.'� Builder Signature: ate:_ 11/22/06 Address of New Home: 221 Bella Rosa Circle Sanford, FL 32771 Cap: 29.0 kBtu/hr — SEER: 14.00 Cap: 29.0 kBtu/fir — HSPF: 8.10 Cap: 50.0 gallons — EF: 0.90 _ PT, — i *NOTE: The home's estimated energy pei formance score is only available through the FLARES computer program:. This is not a Building Energy Rating: If your score is 80 or greater (or 86 for a US EPA/DOE EnergyStaTV designation), your home may qualify for energy efficiency mortgage (EEM) incentives if you obtain aFlorida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or -see the Energy Gauge web site at wvviv. /sec•:ucf.edu for information and a list of c•erti fled Raters. For information about Florida's Energy Effic iencv 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. EnergyGaugeg (Version: FLRCSpB v4.10) Code Administration, Plan Review & Inspection Services CAPRI F N G Ir N E E R. I. N'G Private Provider Plan Compliance Affidavit Private Provider Firm: Code Administration, Plan Review & Inspection Services Private Provider: Gary H. Elzweig, PE Address: 1079 Shotgun Road, Sunrise, FL 33326 Phone: (954) 424-2520 Fax: (954) 424-2580 Email: gelzweig a,caprienl!ineering.com 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 Florida Building Code by the following affiant, who is duly authorized to perform plans review pursuant to Section 553.791, Florida Statute and holds the appropriate license or certificate: Name: Wayne A. Vater Project: Lennar Homes — Celery Estates — Cayman — Lot # 17 Plan Sheets: Review for pages- AOOOL, A101L, A102L, A201L, A202L, A301, A302, E101L, M101L, S101L, S201L, S301, S301-OPT, S302, S303, S304, S305, S306, and all information / engineering packets provided. Plumbing approved as noted: need to provide a cleanout at the base of washing machine stack- per FRC P3005.2.6 and provide a thermal expansion tank or valve at water heater location per FRC P2903.4. Florida License / Registration / Certification #(s) and description: Licensed Plans Signature of Reviewer: SWORN AND SUBSCRIBED before me by \ being personally known to me X or having produced as identification and who being fully sworn and cautioned, state that the foregoing is true and correct to the best of his/her knowledge or belief. 4a _VVa !�la Imi'll) t,) oyn :E. SVahire of NotaVy Print Name �LEILP� YASMIN JONES Notary Public: NOTARY STAMP. BELOW a MY COMMISSION I DD505H6 EXIA Jan.10,2010 My commission expires: (ao7)rt�o,�s FloddeNotaryService.com CAPRI Engineering LLC 6925 Lake Ellenor Drive Suite #200 S Orlando, FL 32809 ■ (407).855-1860 ® Fax: (407) 855-1868 www.capriengineering.com ..� Pnnt Form Code Administration, Plan Review & Inspection Services CAPRI E N(;INE ER INC, Notice to Building Official of Use of Private Provider Project Name: Celery Estates North Address / Parcel 11):29/19/30 Services to be provided: Plan Review n Inspections F1 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 William Graham 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: CAPRI Engineering, LLC Private Provider: Gary H. Elzweig, PE Address: 6925 Lake Ellenor Drive, Ste. 200 Orlando FL 32809 Telephone: 407-855-1860 Fax: 407-855-1868 Email Address (Optional): elzweig(a-,caprieng_meering com Florida License, Registration or Certificate.#: 00034163 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. CAPRI Engineering LLC 6925 Lake Ellenor Drive Ste #200 ■ Orlando, Florida 32809 ■ (407) 855-1860 ■ Fax: (407) 855-1868 wwwxapriengineering.com COUNTY OF Orange STATE OF Florida Corporation Lennar Homes Print Corporation Name L�6 1 By: William Graham Print Name 101 Southhall lane Ste 450 Maitland, FL 32751 Address 407 682.7 66 Phone Signature of Notary Edward L. Dean, Jr. Print Name Be�orq me, this day of JVAS Vt-- r 2 0 d' personally appeared William Graham Of Lennar Homes, a 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. NOTARY STAMP BELOW otpRY P�B� EDWARD L DEAN, JR.� My COMMISSION A DD 550907 EXPIRES: May 10, 2010 10j4r"OF F�OP\Oe Bonded Thru Budget Notary SUMS CITY OF SANFORD P.O. BOX 2847 t SANFORD, FL 32772-2847 �x< (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 • • �� ('�(// C<� \ STREET ADDRESS: LEGAL DESCRI/P,TIONN: We ACV _5 6 � L Has the site plan been approved by the Planning Board ? If yes, when? 3. PROPOSED DEVELOPMENT New g- Sin le Famil Residence r What is the property to be used for? Y (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 informatiory�upfli yr{tlyJ�iis,application is true. Michael J. O'Neill _ (Print Name) i6dng(ure) FOR CITY USE ONLY: AVAILABILITY: YES NO YES NO YES NO WATER RECLAIM SEWER COSTITEMS: YES NO YES NO YES NO WATER LINE TAP RECLAIM LINE TAP SEWER LINE TAP WATERLINE ROAD BORE RECLAIM LINE ROAD BORE SEWER LINE ROAD BORE STREET CUT STREET CUT STREET CUT WATER LINE DEPTH RECLAIM LINE DEPTH SEWER LINE DEPTH (UTILITIES OPERATIONS COORDINATOR) ADDITIONAL INFORMATION: (UTILITY. DIRECTOR) (DATE) (DATE) City of Sanford "The Friendly City" Application for Engineering Permit This permit shall authorize work to be done in the City of Sanford based on the approved construction plans and the information provided below: Check One: ❑ Right -of -Way Utilization El Driveway THIS APPLICATION IS SUBMITTED BY: PROPERTY OWNER(S)/APPLICANT: Applicant Name:Lennar Homes Firm: Address: 101 South_hall Lane Ste 450 Maitland, Florida 32751 phDfe: (407) 682.7266 Fax: (407) 682.4396 Date: .1. PROJECT LOCATION OR ADDRESS: ( v 4- 2. TITLE OF APPROVED V OPMENj_PLANS: APPROVAL DATE: 3. SCHEDULE OF WORK: FROM TO EMERGENCY REPAIRS ❑ .4. PROPOSED ACTIVIT LXJ Driveway Installation ❑ Aerial Installation ❑ Underground Utilities ❑ Bore and Jack ❑ Open Cutting of Roadway I__I Sidewalk Installation ❑ Other 5. SPECIFIC DESCRIPTION: Driveway Installation For A Single Family Home 6. EXCAVATION INFORMATION:- Total Length (Feet) Number of Open Roadway Cuts 7. AERIAL INFORMATION: Length — (Feet) Number of Poles. (Existing) (New) IT IS UNDERSTOOD AND AGREED THAT THE RIGHTS AND PRIVILEGES HEREIN SET OUT ARE GRANTED ONLY TO THE EXTENT OF THE CITY OF SANFORD'S JURISDICTION AND THE RIGHT, TITLE, OR INTEREST IN THE LAND TO BE ENTERED AND USED BY THE PERMITTEE_ THE PERMITTEE SHALL AT ALL TIMES ASSURE ALL RISKS OF AND INDEMNIFY, DEFEND, SAVE HARMLESS THE CITY OF SANFORD FROM AND AGAINST ALL LOSS, COST, DAMAGE, OR EXPENSE ARISING IN ANY MANNER ON ACCOUNT OF THE PERMIT REQUEST BY SAID PERMITTEE OF THE AFORESAID RIGHTS AND PRIVILEGES. IN THE EVENT THAT ANY FUTURE CONSTRUCTION OF ROADWAYS, UTILITIES, STORMWATER FACILITIES, OR ANY GENERAL MAINTENANCE ACTIVITIES BY THE CITY BECOMES IN CONFLICT WITH. THE ABOVE PERMITTED ACTIVITY, THE PERMITTEE SHALL REMOVE AND/OR RELOCATE AS NECESSARY AT NO COST TO THE CITY OF SANFORD, INSOFAR AS SUCH FACILITIES ARE IN THE PUBLIC RIGHT-OF-WAY. ' CALL THE PBLIC PT. 7) -5681 TO SCHEDULE APRE-POUR7IN;SPZEGTIOBEF U IG CALL SUNSHINE 1-800-432-4770 Applicant Signatu Date: U� QFFIGIAL USE ONLY. Appli.cation,Nb: Fee: Revievze l :, Publid-Works _ Utilities Approved:: Engineering Eng-pnnt.pdf e LENNAM Quality. Val— Integrity, 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: - Consiruction of new single family residences - t i ne name of the owner), hereinafter referred to as the "Owner," recognizes that issuance of Permit No. will be made with numerous limitations as more particularly set forth herein. The Owner recognizes that this approval does not exempt us from complying with any.applicable building codes, land development regulations, Comprehensive Plan requirements, or exempt our site or building(s) from any applicable development regulations. By issuing Permit No. , the City does not guarantee approval of any other development orders or development permits. The Owner acknowledges and agrees that no Certificate of Occupancy will be issued by the City for the Celery Estates North until all required land development approvals have been obtained and all -required improvements have been installed, inspected and authorized for use by the City. The Owner hereby- grants the City the right to deny use,of the Celery Estates North - for occupancy until all of the above referenced project is in compliance with all applicable development regulations. The Owner hereby agrees to indemnify and hold the City and its officers, employees and agents harmless for any and all losses, damage, injuries and claims in any way relating, directly or indirectly, to the permitting or construction of the above referenced project or the issuance of Permit No. The Owner also agrees to the following as additional conditions for Permit No. Lennar Homes Orlando • 101 Southhall Lane, Suite 450, Maitland, Florida 32751 Telephone: 407-682-7266 • Fax: 407-682-4396 • CGC# 057320 • www.lennar.com E 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�p. Signature Alice Hardway (OWNER) SignMire William Graham Printed/Typed Name Printed/Typed Name Division President Title e Alyce Rittenhouse Printed/Typed Name STATE OF FLORIDA ) COUNTY OF SEM WOLE ) The foregoing instrument was acknowledged before me this 3rd day of June 2006 by William Graham as Division President for Lennar Homes ,who is personally known to me or o who produced their Florida Driver's License as Identification. Notary Public, State of Florid Print Name: .�1�4/, L %44,-J-4 My Commission Expires: ro`rar "°�� EDWARD L DEAN, JR F:ISHA_ENG\Dept_fomis\Estoppel letter.doc # * W COMMISSION # M 55M EXPIRES: May 10, 2010 BMW Thru Budge) Notary sentes r LENNAM Quality. Valor. Integrity. . 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 S2.0/T19/R30 Lot: l The qualifying agent is Michael J. O'Neilland his license is CRC057820 Thank you for your cooperation. Very Truly Yours, Michael A Bill SWORN TO AND SUBSCRIBED before me this 2i� day of I 66/(--f-414—, 2004 at Altamonte Springs, FL This person known to me by Personal Knowledge. (Notary Public) b EDWARD L DEAN, JR. * * MY COMMISSION # DO 550907 EXPIRES: May 10, 2010 �j3� rti�`�O! Bonded Thru Budget Notary SeMM Lennar Homes Orlando • 1:01 Southhall Lane, Suite 450,_ Maitland, Florida 32751 Teleohone: 407-682-7266 • Fax: 407-682-4396 • CGC# 057320 • wwwJPnnar.mm rILL A PRODUCT OF NISUS CORPORATION For the Prevention and Control of: TERMITES, CARPENTER ANTS, WOOD DESTROYING BEETLES, FOR BOTH INTERIOR AND EXTERIOR USE Vol and DECAY FUNGI For use in and around Homes, Apartments, Garages, Museums, Public and Private Institutions, Schools, Hotels, Hospitals, Kennels, Stables, Farm Buildings, Trucks, Trailers, Warehouses, Supermarkets, Restaurants and Food Processing Plants. Authorized by the USDA for use on Non -Food Contact Surfaces in Edible Product Areas of Official EstablishC� Operating under the Meat, Poultry, Shell Egg Grading and Egg Products Inspection Programs. c�f1 �otBbS��� ACTIVE INGREDIENT: '1E�� Disodium Octaborate Tetrahydrate (Na_Ba0„ • 4H2O):........ 40.0% GV ��� 4 664 5,296,240 INERT INGREDIENTS: ................................................. . ..60.0% Density: 11.51 pounds per gallon KEEP OUT OF REACH OFF CHILDREN CAUTION d or covered during treatment. All food PRECAUTIONARY STATEMENTS Foods should be remove processing surfaces should be covered during treatment or Hazards To Humans &Domestic Animals thoroughly cleaned before using. After treatment in food processing thoroughly wash all equipment, benches, shelving, etc. where CAUTION: Harmful if absorbed through skin. Avoid contact with skin, water after handling" plants, dle d with an effective cleaning compound exposed food will be handled, eyes or clothing. Wash thoroughly with soap and and with potable When spraying overhead interior areas.of"homes,, apartment buildings, 1.Statement below the area being sprayed with of Practical Treatment" If Inhaled: Remove victim to fresh air. Apply artrficial respiration if etc., cover or protect all surfaces plastic sheeting or other. matenar which can be disposed of if lx indicated. Contact a physician if warranted. If In Eyes: Flush with contamination from dripping occurs:Da not apply in food serving areas plenty of water. Get medical attention it irritation persists. li On Skin: while food is exposed Wash with plenty of soap and water. Get medical attention. BORA-CAREm is NOT a soil termlticide and should not be used directly IN CASE OF A MEDICAL EMERGENCY involving this product to treat the soil _ k call (800) 424-9300 or your local Poison Control Center. v"STORAGE AND DISPOSAL .. _:. Do not contaminate water, food or feed by storage or disposal. Environmental Hazards carelessly spilled or.applied to cropland or -.,.:PESTICIDE STORAGE: Store in a dry place. Do not stole where BORA-CARE® solutions plants including trees and shrubs may kill or seriously retard child n or.animals may gain access: Do not freeze. growing plant growth. Cover plants and nearby soil with plastic to.avold Do„ contaminate w when disposing PEST not contaminate ruse Wastes contamination. Do not apply directly to water. not water when disposing of equipment washwaters _ elf7 wDshwOatersL resulting from theo of product %;may be disposed of on site or at an approved waste disposal facility. CONTAINER DISPOSAL: Triple rinse (or equivalent). Then offer for DIRECTIONS FOR USE a sanitary recycling or. reco or puncture and dispose of thorities; r It is a violation of Federal law to use this product in a mannenditioning, landfill, or incineration, or it allowed by state and local authorities; by inconsistent with its labeling. burning. If burned, stay out.of smoke. NOTICE CLEANUP: Use soap and water to clean up tools. Read and understand the entire label before using. Use only according to label directions. Before buying or using this product, read "WARRANTY LIMITATIONS AND DISCLAIMER" statement found elsewhere on this label. If terms are unacceptable, return unopened package to seller for full refund of purchase price. Otherwise, use by the buyer or any other user constitutes acceptance of the terms under WARRANTY LIMITATIONS AND DISCLAIMER. SORA-CARE® should be applied only to bare wood, plywood, particle board and other cellulosic materials where an intact water repellent barrier such as paint, stain, or a sealer is not present. The use of this product in food processing establishents should be confined to time periods when the plant is not imn operation. 11 MADE IN THE U.S.A. SAFE HANDLING PROCEDURES Applicators and other handlers must wear long-sleeved shirt and long pants, socks, shoes, chemical -resistant gloves, and protective eyewear. When applying BORA-CAREm in confined spaces, it is recommended that ventilation or an exhaust system be provided. if this is impractical, the use of a NIOSH approved respirator with an organic -vapor removing cartridge with a prefilter approved for pesticides (MSHA/NIOSH approval prefix TC-23C), or a canister approved for pesticides (MSHA/NIOSH approval prefix TC-14G),.or a NIOSH approved respirator with an organic vapor (OV) cartridge or canister with any N, R, P or HE prefilter is recommended. Spills and over -spray may be cleaned with a damp cloth or absorbed with appropriate materials. (Refer to the BORA-CARES Material Safety Data Sheet for additional health and safety information.) 100 Nisus Drive, Rockford, TN 37353 (800) 264-0870 vvww.msuscorp.com o;m, 1. MIXING INSTRUCTIONS BORA-CARE" is a concentrate which must be diluted with clean water before use. The use of warm or hot water, it available, and an impeller type mixer which can be used with an electric drill aids the dilution process. A. Hand Sprayers: Mix in a clean container and stir the solution until completely uniform. Always mix in a separate container then add the solution to a spray tank. Mixing BORA-CARE° directly in a spray tank can block hoses and nozzles. B. High Volume Pumping Systems: Add all of the dilution water to tank, start recirculator, then slowly add BORA-CARE' concentrate. Allow to mix until uniform. Use 1:1 and 2:1 BORA-CARE"' solutions within 24 hours after mixing. 5:1 solutions will remain stable for up to 30 days. Do not leave unused solution under pressure or in tank overnight. Clean and/or flush equipment and lines with water after use. BORA-CARE® may be tank -mixed with an approved non -residual pesticide for quicker knock -down of carpenter ants and other insects. 11. DILUTION RATIOS by volume. TABLE A. Dilution Ratios Water to Target Pests BORA-CARE® Application Notes All Insects and Decay Fungi 1:t Spray, Injection, Brush, Roller Subterranean and Formosan 1:1 or 2:1 2:1 ditori n ratiobe foaming Termites Drywood Termites 1:1.or 2:1. Anobiid and Lyclid 1:1 or 2:1 and Use a 2:1 dilution ratio for treating hardwood floors. Powderpost Beetles Logs require a 1:1 ratio. All other beetle species 1:1 Carpenter Ants 1:1 or 2:1 Der-ay1:1 or 2:1 Fungi 9 Use a 1:1 dilution ratio on wood members 2' thick or greater. Drywood Termites, 5:1 Two (2) applications required for surface spray Powderpost Beetles and For prevention only. Decay Fungi TABLE B. Dilution Ratios Application Water to BORA-CARE" Application Notes Logs, Large Beams and 1:1 All Insects and Decay Fungi, Dimensional Lumber Preventative Treatment of 2:1 Use on wood members 2- in thickness or less. Decking. Fences and plywood _ Prevention of Powderpost 5.1 For prevention only. Beetles and Drywood Termites Logs, Large Beams and 5.1 Dip treatment only. Dimensional Lumber I11. GENERAL INFORMATION BORA-CARE' is an innovative termiticide, insecticide and fungicide that eliminates existing infestations and provides long term protection against: Subterranean Termites: Reticulitermes, Heterotermes Formosan Termites: -Coptotermes Dampwood Termites: Zootermopsis, Neotermes Drywood Termites: Kalotermes, Incisitermes Powderpost Beetles: Lyctidae, Bostrichidae Anobiid Beetles: Anobiidae Old House Borers, Longhorn Beetles: Cerambycidae, Hylotrupes Ambrosia Beetles: Platypodidae, Scolytidae Carpenter Ants: Camponctus Brown Rot, White Rot, and Wood Decay Fungi BORA-CARE' can be used on all cellulosic materials including wood, riented strand board (OSB), cardboard plywood, particle board, paper, o and wood composite structural components. In areas where a soil treatment/barher termiticide treatment is required by law, BORA-CARE' should be applied as a supplemental pretreatment to protect wood from subterranean termites that may penetrate chemical gaps occurring in termiticide-treated soil. As a remedial treatment, BORA-CARE° will both eliminate and prevent infestations of Formosan, subterranean and drywood termites, wood boring beetles, carpenter ants and decay fungi. It may also be used as a supplement or alternative to fumigation in order to provide long term residual control. Since BORA-CARE' is applied directly to the wood, it can be used in areas where environmental contamination is of concern (nearby wells, cisterns, etc.). The active ingredient in BORA-CARE' is an inorganic salt and once in place, it will not decompose or volatilize out of the wood. Treatment is long lasting as long as the treated material is not exposed to rain, continuous water or ground contact. Older wood boring beetle larvae (particularly Old House Borers) already present in the wood at the time of treatment may occasionally emerge sometime after treatment. This will not occur frequently, enough to cause structural damage to any wooden member.., ^ REMEDIAL TREATMENT FOR THE CONTROL OF SUBTERRANEAN, FORMOSAN, DRYWOOD AND DAMPWOOD TERMITES, CARPENTER ANTS, OLD HOUSE BORERS, POWDERPOST AND OTHER WOOD BORING BEETLES AND WOOD DECAY FUNGI A. Infested wood can be treated by spraying and/or injecting BORA-CARE' solution into beetle holes, termite and carpenter ant galleries and decay pockets. Apply one (1) coat of BORA-CARE" solution to the point of wetness to�all infested and susceptible wood, paying particular attention to infested areas. Two (2) coats of BORA- CARE" solution need only be applied to those wood members with only one (1) or two (2) exposed sides. For quicker control, apply an additional coat onto heavily infested areas waiting at least 20 minutes between applications. In ca5e5 where the infestation is not accessible from the surface, small hOle5 may ag drilled into the wood in order to gain access to the infested area. Inject enough diluted solution to completely 1166d 9211 l25 or voids. Adjacent intact wood may be treated by pressure injecting BORA-CARE' into holes drilled into the wood at eight (8) to ten (10) inch intervals. Inject at 40 psi for four (4) to six (6) seconds per hole. For treating infested wall voids, refer 10 Sections IV. E. and F. 2 B. Basements and crawl spaces may be treated by applying one (1) coat of diluted BORA-CARE® solution to the point of wetness to all infested and susceptible wood surfaces including sill plates, piers, girders, subfloors, floor joists and any wood exposed to vertical access from the soil. On wood where access is limited to one (1) or two (2) sides of wood members, such as sills and plates on foundation walls, apply two (2) coats of BORA-CARE° solution. Wait at least 20 miu tes between applications. Apply at a rate of approximately one (1) gallon of BORA-CARE' solution per 200 square feet of floor area (400 square feet of wood surface area). C. Buildings on slabs may be treated by applying BORA-CARE° solution into wall voids by locating each stud and drilling a small hole through the wall covering to gain access to the infested area. Drill holes adjacent to the side of each stud every 18-24 inches along its length and inject at least 1/3 fluid ounce of BORA-CARE" solution per hole. Drill at least one hole per stud bay near the floor in order to treat the base plate in each void: Treat entire wall areas as opposed to single stud bays in order to include the infested area completely within the treatment zone- D. Wood flooring can be treated by spray, brush or roller application. it will be necessary to remove any existing finish by complete coarse sanding or stripping prior to application. Apply a two (2) parts water to one (1) part BO RA -CARE® (2:1) solution at a rate of approximately one (1) gallon of solution per 500 square feet of floor surface. For treating infestations of subterranean or Formosan termites, two (2) coats may be required, waiting at least one (1) hour between applications. Allow floor to completely dry (typically 48 to 72 hours). Moisture content must be 10 % or less before applying final finish. BORA-CARE" applicationsmay raise the grain of the wood and an additional Egl t sanding may be necessary before applying a new finish_ Although BORA-CARE® is compatible with most floor coatings, always test a. small section of treated floor with the new finish and check for appropriate adhesion.prior to coating the entire floor. NOTE: If surface is tacky or residue is evident after 72 hours of drying time, wash affected area with clean water and a mop, cloth or sponge, rinsing frequently. Allow surface to dry prior to final li sanding and application of finish coat. E. For treating voids, wall studs and wood members not accessible by conventional application methods, spray or mist solution into voids and channels in damaged and suspected infested wood and/or through small holes drilled into walls and baseboard areas. Holes should be spaced no more than 24" apart along each member to be treated and at least one (1) hole must be drilled between each wall stud when treating base plates. Use sufficient amount of material to cover all areas to the point of wetness. NOTE: Existing insulation may interfere with distribution of the BORA-CARED solution. If necessary, remove or displace insulation prior to treatment. F. Foam applications: BORA-CARE® can be applied to bare wood surfaces and void areas as a foam by mixing two (2) parts water with one (1) part. BORA-CARE® (2:1) and adding 3 to 8 ounces of foaming agent per gallon of mixed solution. Apply foam being sure to completely fill the void. Foam will take approximately one (1) hour.to return to liquid state and soak into bare wood. Apply foamed BORA-CARE" to void spaces at a 1:20 to 1:30 foam ratio (one [11 gallon of mixed solution expanded with foaming agent to produce 20 to 30 gallons of foam). App!y enough foam to completely fill void and contact all wood surfaces in the void space. G. Foam insulation may be treated by injecting a two (2) parts water to one (1) part BORA-CARE® (2:1) solution into the infested area and/or low pressure surface spraying at a rate of one (1) gallon per 300 to 400 square feet. NOTE: Some types of foam insulation, such as polyisocyanu rate and extruded polystyrene, have closed cell structures which do not allow significant penetration from surface application. These types of foam should be injected, as well as surface sprayed, to achieve proper control or prevention of infestations. V. PREVENTATIVE AND/OR PRETREATMENT FOR WHOLE HOUSE PROTECTION FROM SUBTERRANEAN, FORMOSAN, DRYWOOD AND DAMPWOOD TERMITES, CARPENTER ANTS, OLD HOUSE BORERS, POWDERPOST AND OTHER WOOD BORING BEETLES AND WOOD DECAY FUNGI NOTE: This treatment serves as a primary treatment for the control of Formosan and subterranean termites. Pretreatment should be performed at a point during the construction to all wood members is available. process when the greatest access Normally this is at the "dried -in" stage of construction when all structural wood and sheathing is in place, yet prior to installation of insulation, mechanical systems, electrical wiring, etc_ Apply one (1) coat of a one (1) gallon water to one (1) gallon BORA-CARE° (1:1) solution to all wood surfaces to the point of wetness. Concentrate application in areas susceptible to attack, to include all sills, plates, floor joists, piers, girders and subtloors_ Treat wood in all plumbing, electrical, and ductwork areas where they penetrate walls or floors. Treat ail base plates and studs on interior and exterior walls, especially those surrounding any high moisture areas such as bathrooms, kitchens and laundry rooms. For buildings built on slabs, treat all wood in contact with the slab as well as all interior and exterior wall studs and wall sheathing material. In attics, treat all wood including ceiling joists, trusses, top plates, rafters and root decking. Be sure that all sill plates and wood contacting garages and porches are treated. In areas where access is limited to one (1) or two (2) sides o1 a wood member, apply two (2) coats of BORA-CARE°'solution to the exposed surfaces. Wait at least 20 minutes between applications. Treat all exterior wood including siding, facias, soffits, eaves, roofing, porches, decks and railings (refer to Sections Vill and IX for complete exterior application information). 3 VI. PREVENTATIVE AND PRETRCATAVEL TS FOR SUBTERRANEAN TERMITES BASEMENT AND SLAB) NOTE: This treatment serves as a primary treatment for the control of subterranean termites. Use only a one (1) part water to one (1) part BORA-CARE® solution when treating for subterranean termites. Pretreatment may be performed at any point during the construction process, however it is best performed when greatest access to all wood members is available. Normally this is at the "dried -in" stage of construction when all structural wood and sheathing is in place, yet prior to installation of insulation, mechanical systems, electrical wiring, etc. A. Buildings on Crawl Spaces and Basements: Apply one (1) coat ofa one (1) gallon water to one (1) gallon BORA-CARE* (1:1) solution to point of wetness in a 24-inch wide uninterrupted band to all wood surfaces in crawl spaces and basements, to include all sills, plates, floor joists, piers, girders and subfloors as well as wood exposed to vertical access from the soil. Treat all wall base plates and the bottom two (2) feet of all interior and exterior wall studs. Treat -any wood adjacent to -plumbing, electrical conduit and ducts garre s.thed penetrate subfloors or plates, and all wood next to porches, g 9 an fireplaces in order to provide a two (2) foot wide barrier of BORA-CARE* treatment against termite penetration. On wood where access is limited to one (1) or two (2) sides of wood members such as sills and plates on foundation walls, apply two (2) coats of BORA-CARE® solution_ Wait at least 20 minutes between applications. If accessible, treat the exterior of sill areas around the entire perimeter of the structure with a 24-inch wide band of BORA-CARE* solution beginning with the sill area and extending upwards onto the sheathing material. V111. TREATMENT OF EXTERIOR WOOD SURFACES LESS THAN TWO INCHES THICK SUCH AS DECKS, SHEDS, SIDING AND FENCES Apply only to bare wood or to wood surfaces where an intact water repellent or finish is not present. If necessary, remove paint or finish prior to application. Apply one (1) coat of BORA-CARE* solution to the point of wetness to all wood surfaces. Apply two (2) coats of -BORA-CARE® solution to heavily infested areas and to those surfaces where access is limited to one (1) or two (2) sides of wood members. Do not apply in rain or snow. Exterior wood surfaces must not be exposed to rain or snow for at least 48 hours after treatment.If inclement weather is expected, protect exterior treated surfaces with .a plastic tarp. For wood in contact with the ground or soil, see Section XI_ A. Finishing and Maintaining Treated Surfaces: For long- term protection, exterior wood surfaces which have been treated with BORA-CARE* will require a topcoating with a water resistant finish such as paint or exterior stain. The finish or topcoat should be applied within six (6) weeks of treatment. It is important to allow BORA-CARE® treated wood to completely dry (at least 48 hours) before applying any protective topcoat. Coat a small section of treated wood with the to be used and check for compatibility prior to complete application. On multiple story structures, treat only the first story above the mason e ry foundation level. Coated or painted wood may be treated by pressu drilled into the wood at eight (8) to injecting BORA-CARE® into holes ten (1o) inch intervals. Inject at 40 psi for four (4) to six (6) seconds per hole. B. Buildings on Slabs: Apply one (1) coat of a one (1) gallon water to one (1) gallon BORA-CARE' (1:1) solution to all base plates and the bottom 24 inches of all studs on all exterior and interior walls. In areas where access is limited to one (1) or two (2) sides of a wood. member, apply two (2) coats of BORA-CARE* solution to the exposed surfaces. Wait at least 20 minutes between applications. Treat all wood in plumbing walls and apply to any wood in ba{htraps as well as wood adjacent to plumbing, electrical conduit and duct penetrations in order to provide a minimum 24-inch wide barrier, of treatment between the soil and the balance of the structure. VII. PREVENTATIVE TREATMENT FOR DRYWOOD TERMITES AND POWDERPOST BEETLES Apply two (2) coats of a five (5) gallons water to one (1) gallon BORA-CARE* (5:1) solution to all wood surfaces to the point of wetness using a brush, spray or mist. Wait at least 20 minutes between applications. IX. TREATMENT OF LOG STRUCTURES, TIMBERS, BEAMS, PILINGS AND EXTERIOR WOOD MEMBERS TWO OR MORE INCHES THICK Apply only to bare wood or to wood surfaces where an intact water repellent or other finish is not present. If necessary, remove paint or finish prior to application. Interior, unfinished surfaces which have accumulated dirt or cooking oils should be cleaned with a strong detergent prior to treatment. Apply a one (1) part water to one (1) part BORA-CARE° solution to the point of wetness to alUntedor and exterior wood surfaces. Refer to. application chart for minimum amount of BORA-CARE* to treat various size logs or beams_ Typically, two (2) coats of solution will be required to treat round logs 1o' or greater in diameter and rectangular logs larger than 6' x 12'. Wait at least one (1) hour. between applications. Two (2) coats of BORA-CARE* solution should also be applied to log ends, notches,. comers and sill logs. Actual number of coats necessary to meet the minimum requirements will depend upon actual wood size, surface porosity and number of sides accessible for treatment. Do not apply in rain or snow. Exterior wood surfaces should not be exposed to rain or snow for at least 48 hours after. treatment. If inclement weather is expected, protect exterior treated surfaces with a plastic tarp. A. Finishing and Maintaining Treated Surfaces: 'For long term protection, exterior wood surfaces which have been treated with BORA-CARE* will require a topcoating with a water resistant finish, paint or exterior stain. The finish or topcoat should be applied within six (6) weeks of treatment. It is important to allow BORA-CARE*oieated wood to completely dry (at least 48 hours) before applying any P cive topcoat- Coat a small section of treated wood with the finish to be used and check for compatibility prior to complete application. 4 X. DIP TREATING LOGS AND LUMBER A dip treating solution may be prepared by mixing five (5) parts water to one (1) part BORA-CARE® (5:1) . This will result.in a stable solution containing 9% active ingredient. Bundled wood must be stickered in order to allow the solution to coverall wood surfaces. Logs and/or lumber should be submerged in the solution for at least one (1) minute or until all entrapped air has escaped. Protect treated wood from rain or snow for at least 24 hours after treatment. X1. TREATMENT OF WOOD IN CONTACT WITH THE GROUND A BORA-CARED treatment to wood in contact with the ground or soil has a limited lifespan and will require periodic reapplication. Protection may be extended with the use of products such as JECTA°. . XII. APPLICATION RATES X111. WARRANTY LIMITATIONS AND DISCLAIMER Because of varying conditions affecting use and application, manufacturer warns buyer that these may impair or vary the results or effects of the use of this product. In any event, complete prevention of decay or insect infestation is not guaranteed. Neither the manufacturer nor seller shall be liable in respect to any injury or damage suffered by reason of the use of this product for a purpose not indicated by the label or when used contrary to the directions or instructions hereon nor with respect to breach of any warranty not expressly specified herein. Buyer accepts this material subject to these terms and assumes all risk of usage and handling except when used or handled in accordance with this label. It is not intended that this product be used to practice any applicable patent, whether mentioned or not, without procurement of a license, if necessary, from the owner, following investigation by the user. BORA-CARE® and JECTA® are Registered Trademarks of NISUS Corporation. MADE IN THE U.S.A. TABLE B. Panels, Siding and Plywood (1:1 or 2:1 dilution ratio) 1 Gallon of Diluted Minimum Amount of Thickness BORA-CARE® . Will Treat Up To: Diluted BORA-CARE®to Treat 1000 Square Feet (inches) 114 1,600 Square Feet 0.6 Gallons 3/8 1,067 1.0 1 /2 800 1.2 3/4 533 1.8 1 400 2.6 I TABLE C. Round Logs (1:1 dilution ratio only) 1 Gallon of Diluted Minimum Amount of Diameter BORA-CARE© Diluted BORA-CARE®to (inches) Will Treat Up To: Treat 1000 Lineal Feet 6 167 Lineal Feet 6.0 Gallons 8 96 10.4 10 61 16.4 12 43 23.4 NOTE: The numbers listed above are based on an application fate of one (1) gallon of $ORA CAREm solution to 400 board teat of wood. r�. i 100 Nisus Drive Rockford, TN 37853 800-264-0870 www.nisuscorp.com 5 issue Date:B/24/eB EATERIAL SAFETY"DATA SHEET Revised Daie:3/28/97 BORA-CARE"' Health Emergencies: CHEMTREC° (800) 424-9300 SECTION I -.PRODUCT IDENTIFICATION Manufacturer: isus Corporation 215 Dunavant Drive Rockford, TN 37653 (800) 264-0870 Fax:865-577-5825 Product Trade Name: BORA-CARE® EPA Registration No. 64405-1 Chemical Family: Glycol borate solution Formula: Proprietary Mixture CAS No.: N/A DOT Hazard Classification: Not Regulated Hazard Rating: NFPA Health 1 Slight hazard Flammability 0 Reactivity 0 SECTION II -HAZARDOUS INGREDIENTS Material or Component: Ethylene Glof L- S No_107-2:1-1 TLV 50.00 ppm ACGIH Type SECTION III - PHYSICAL DATA Appearance: Clear viscous gel Vapor Specific Pressure: Negligible Volatile: 60 % by weight Boiling Point: Above 212' F Odor: None pH: 50% aqueous solution 6.9 - 7.1 % Solubility in Water: 100% SECTION IV - HEALTH HAZARD INFORMATION EYE CONTACT: This material may cause eye irritation. Direct contact may cause burning, tearing and redness in sensitive individuals. SKIN CONTACT: This material is essentially non -irritating. Prolonged or ial cause he n. Pe sonstwith pre-exist ng skin disorders rymay be moresoftening suosceptible�t the effects of this material. INGESTION: This material may be harmful if swallowed. Ingestion followed of large amounts may cause nausea, mental sluggishness by difficulty in breathing and heart failure, kidney and brain damage, possibly death. INHALATION: Breathing high concentrations of vapors may cause nausea, dizziness or drowsiness, and irritation of the nose and throat. Pre-existing lung disorders may be aggravated by exposure to this material_ COMMENTS: None of the major constituents of this material have been identified as carcinogens or probable carcinogens by IARC or OSHA: Ethylene glycol may cause congenital malformations (teratogenic) in mice and rats when administered by gavage or in the drinking water re - existing kidney disorders tmay be aggravatedebyl exposure to Phis material. 2ht S ue Dawley Acute oral LDso - greater than 5 grn/kg body weight ( P 9 male and female rats). wei t New Zealand Acute dermal LDso - greater than 2 gm/kg body gfl. Albino male and female rabbits). Acute inhalation LCw - greater than 5 mg/L for 4 hours (Spraue 9 Dawley male and female rats). Intentional misuse by deliberately concentrating and inhaling this material maybe harmful or fatal. SECTION V EMERGENCY AND FIRST AID PROCEDURES EYE CONTACT: Flush eyes. with clean water for 15 minutes. If irritation persists, seek medical attention. SKIN CONTACT: Remove contaminated clottiing. Cleanse affected area thoroughly by washing with mild soap and water. If irritation or redness develops and persists, seek medical attention. INHALATION: It irritation of the nose or throat develops, move away from the source of exposure and into fresh air. It irritation_ persists, seek medical attention. If victim is notbreathing, artificial rti devecialoxygentsn shd lld be AdM1inist2red. if breathing d:.. .t iesadministered by qualified personnel. Seek immediatt fn2dIC21 attention. SECTION V - EMERGENCY AND FIRST AID PROCEDURES (cont.) INGESTION: SEEK EMERGENCY MEDICAL ATTENTION If the victim is drowsy or unconscious, place on the left side with the head down. Do not give anything by mouth. If victim is conscious and alert, vomiting should be induced for ingestion of more than 1 - 2 tablespoons for an adult, preferably with syrup of ipecac under direction from a physician or poison center. If syrup of ipecac is not available, vomiting can be induced by gently placing two fingers in back of throat. If large amounts are ingested, treat for borate toxicity..If possible, do not leave victim unattended. NOTE TO PHYSICIAN: Treat for exposure to glycols. Contains. borates. Monitor electrolytes. SECTION V17 REACTIVITY DATA STABILITY: Stable CONDITIONS TO AVOID: Exposure to strong oxidizing agents. INCOMPATIBILITY (MATERIALS TO _AVOID): This material is incompatible with strong oxidizing agents: TfiEpfbduct may corrode aluminum. HAZARDOUS POLYMERIZATION: Will not occur. HAZARDOUS DECOMPOSITION PRODUCTS:. Ethylene oxide, . carbon monoxide, carbon dioxide. SECTION V11-FIREAND EXPLOSION HAZARD DATA FLASH POINT:Above 220°F (Tag Closed Cup) FLAMMABLE LIMITS: Not known. EXTINGUISHING MEDIA: CO„ dry powder or universal type foam. FIRE AND EXPLOSION HAZARDS: This material -will not readily ignite. void inhaling smoke. The use of a FIRE FIGHTING PROCEDURES: A SCBA is recommended for fire fighters. Water spray may be useful in minimizing vapors and cooling containers exposed to heat and flame. SECTION VI11- SPILLDR LEAK PROCEDURES PRECAUTIONS IN CASE OF RELEASE OR SPILL Absorb with organic liquid absorbent. Do not let material or washwaters enter sewers or waterways. WASTE DISPOSAL METHOD: Contact your State Pesticide, Environmental Control Agency or local authorities.forproper disposal guidelines. SECTION IX -SPECIAL PROTECTION INFORMATION RESPIRATORY PROTECTION: Good ventilation.. VENTILATION: Exhaust to ventilate. PROTECTIVE GLOVES: The use of solvent resistant gloves is advised. EYE PROTECTION: Use safety glasses, goggles orface shield. OTHER PROTECTIVE EQUIPMENT: It is recommended that a source of clean water be available in the work area for flushing eyes and washing skin. SECTION X - SPECIAL PRECAUTIONS HANDLING AND STORAGE PRECAUTIONS: Store between 40°F and 90°F. Do not store in direct sunlight. Keep containers tightly closed. OTHER PRECAUTIONS: Keep away from children and pets. Toxic to plants and shrubbery. 'The information and recommendations contained herein are based upon data believed to be correct. However, no guarantee or warranty of any kind expressed or implied is made with respect to the information contained herein. This information and product are furnished on the condition that the persons receiving them shall make their own determination as to the suitability of the product for their pariicularpurpose and on the condition that they assume the risk of their use thereof.' 100 Nisus Drive, Rockford, TN 3785 d_ n 800-264-0870 .a- �2Y vvv w_nisuscora.com DE'SCRIPTION' AS FURNISHED: Lot 17, CELERY ES7'ATES NORTH, as recorded in Plot Book 71, Pages through r,- 1. f rninole County, Florida. J I- �uqh 45, of the Pub'ic Records o, Se PLOT LOT PLAN F'ORICE, RTIT'IED TO: Lennor i-lor-nes, 1n.- LOT .18 NOT PLAIT EI ) EAST LINE OF GOVERNMENT LOT 2 AT 00006'18 W 60, 00' N- Z w A/C to. 00' 25. 25. 13' 25.11' LOT 17 1 I 10.00, 16.7' 23.3 COVERED NO PORCH Go 16.7' PROPOSED RESIDENCE MODEL: CAYMAN —A TWO —CAR GARAGE LEFT C) 8. 7' Q FRONT PORCH 4" 11.3' 10.00' 20. 0' DRIVE VIA L K I 25.20' 10' UTIL17Y EASEMENT (11-11.)ro S 00-09'50" E 5' WALK -7 0.00 2' CURB C 00 5 BEZ114 Ruk�A CIRCLE (50, Rlw) - TRACT '�E PRIVATF I 'NGRF - -E AND EGRESS) PROPOSED = FINISHL0 SPOT G,? o ADE ELEVATION PER PLANS PROPOSED ORAhIJAGE- FLOW L- , Gf,,1 f)fNG' TYPLE "A" F)ROPOEEE', F.F, PER PLANS SQUARE FOOTAGE CALCULATIONS SOD (SOD 70 CURB): 4,140± SQUARE FEET DRIVE & LEAD WALKWAY. 529± SQUARE FEET i r SIDEWALK/APPROACH: 414± SQUARE FEET TOTAL LOT SQUARE FOOTAGE., 6,620± SQUARE FEET LOT 16 209.98' (PC) FRONT-- 2" r REAR= 20 SIDE= 7.5' STREET SJDE-- 15' *PLOT PLAN ONLY* (NOT A SURVEY) 7 'A-AZZ,-Y & ASSOC, INC' - SURVErORS 'PL--L5'C077' -LAND Lf r r ND LEGEND 5400 E. COLONIAL DR. ORLANDO, FL, 32807 (407)-277-3232 FAX (407)-658-1436 P YR. POINr ON LINE , 'TYPICAL. NOTES: 1 ;RUN PIPE P.R.C.POINT RVATURE OF REVERSE CURVATURE + 7. P-IE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS 774E MINIMUM TECHNICAL STANDARDS ST7 FORTH BY I T.p CIM. r ON 911) COM RF TE —NUMENT p'GIC. R POT OF COMPOUND CURVATURE RAD' L -6 FLORIDA ADMINISTRA CODE PURSUANT THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 6IG117 TIVE -RL w/#' B 4t;96 N.R, NON-RADT L .SECTION 472-027 FILORADA. STATUTES. -RF..D 'OF W.rl, r S ION, wl'N 1 2. UNLESS EMBOSSED WITH SURVEYOR'S SEAL, THIS SURVEY IS NOT VALID AND IS PRESENTED FOR INFORMATIONU PURPOSES ONLY. p; DIN BE QNN 'ING IDINi [IF CA11C �M. CALCULATED CAL, FERNA�ENT IE�FEREN,-E: MONUMENT THI SURVEY WAS PREPARED FROM FOZ INFORMATION FURN,SHED TO THE SURVEYOR. THERE MAY RE OTHER RESTRICTIONS F.t. � I ION FIWSHED FLOOR ELO-A OR EASEMENTS THAT AFFECT THIS PROPER, TY NPID B.S.L. DUP DING SETBACK SINE 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. M. BENCHMARK 5. THIS SURVEY TS PREPARED FOR THE SOLE SFNEFTF OF THOSE CER77FTFD TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTITY f ASEMZNT B.D. BASF BEARING LNUFNSIONS , SI SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY ONES. 7. BEARINGS, A RASED .ASSUMED DATUM AND ON THE LINE SHOWN AS aA-'-' BEARING (B.B.) RE A�0 AIN INK r ENC� 6. ELEVATIONS, IF SHOWN, ARE LASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929, UNLESS OTHERWISE NOTED. -/B JUD FENCE =CONCRETE BLOCK (DINT -on ci V"-UIE 9. CER77FICATF OF AUNNORIZATION No. 4596. I SCALE 1— DRAWN BY' - — I OP OF Sc. rDTN' OF ANGENCY �S CERTIFIED BY, DA Tt ORDER No . A,�C -N5TH PLOT PLAN 11-07-06 10738-06 x ET�- C CHORD. BEARING Tj!)S BUILD)NOIPROPERTY DOES. NOT LIE WITHIN S T'iL LETARLISHLD 100 YEAR FLOOD PLANE AS PER 'FIRM' R.L.S. j 4714 JAMES W. SC07T, RA-S # 4801 "Y" PANE1 0 t2021139 0065 E VERNON H. BERRY JR., R.1 S. j 6262 ZON'E (04-17-95), -ROM :SOLRR-TITS FAX NO. :4078341313 May. 12 2003 08:39AM P1 7 s NATIDNAL CERTIFIED TESTING LABOR'ATOHIES 1464 GEW41 BOULEVARD • OF1LAND0, FLORIDa 32837 PHONE (407) 240-1356 • FAX (407) 2-40-8882 d STRUgrURAL PFRFORMAN�E TEST R PQ1-1� C� t REPORT NO.: NCTL-210-2089-1 J TEST AATE: 09-2A»98 REPORT DATE: 09-24-98 EX1'1P �.TION DATE: �Id PARENT REPORT NO_: 210-1662-1 " LABORATORY CY�LICAM-t NO.: 98-0430.01 Pl1AN" CLIENT. Florida Extruders International Inc.®n Co�E COIV' 2540 Jewctt Lanc1�w® Sanford, FL 5277t-1600 .a? 66[ TEST SPECI1j M.— Florida Extruders International Inc.'s Series "Milestone 1000" Aluminum Sliding Blass Door_ (Type XXO) (SGt1-C30) TEST SPE.g!V5ATI4t1: AAMAtNWWDA 101R.S. 2-97. "Voluntary Specifications for Aluminum, Vinyl (PVC) and Wood Windows and Glass Doors:' , "TEST SPECIMEN =LQU GENERAL: The sample tested wassa tiuee panel type "XXO" aluminum sliding glass door measuring, 15'0" wide by 8'Q-3/R" high overall. ;Tlsc )aft aciivt and tight panel measuring 510-1/2' :.wide by-7'.11=1/47 high; the center active panel measured 5'0-112 wide by 7'11-1/4- high; the right fixed panel was seeur6d to the jamb with three 2" long aluminum rctainars each fastened to theitmil stilt with a single scraw. One Plunger --type security va7ock'stila with the keeper fastened to the left jamb- One adjustable rr cml lock was fastclrcd to the left acll single roller assembly wet used to the'left active lock stile with the keeper fastened to (ho loft jamb. Orro adjustable metal single ro [ter assembly was used at each end of the active bottom tails. The frame was of double screw coped corner construction. Panel top rail/stile corners were of double screw overlapping coped corner construction. Panel bottom ra!Vstile corners wrre of single screw overlapping coped corner construction. INSTALLA.TTQ.ti: The 1Yarne was mounted to the test buck using fifty-two (52) (# 8 x 1 ") flat hand scrows. (I L 7,7NG; All panels were channel glazed using 3 /16" thick tempered clear glass with a flexible vinyl glazing bead. WSTP: Double strips of polypile weatherstrip (0,190" high) were located attach interlock stilt_ Double strips of polypile weatherstrip (0.360" high) were located at each jamb. A single strip of flexible flap vinyl waatherstrip was located ;it the bottom rail. Double strips of polypile weatherstrip (0.19'0" high) were located at each panel top rail, A polypile dust plug me:>_suring 1-1/2" x 1" x .250- high was located at the sill under each .interlock stile. PAOFESSIONAI.S /N THE SCIENCE DF TESTING -ROM :SOLAR -TITS FAX NO. :4078341812 May. 12 2003 08:39RM P2 Florida. Extruders International 11"c. -2- I\TCTL-210-2346.1 ScreerLc An insect screen. Tneasuring.r 49-5/8" wide bX 31" high with a square cut screen frame and a square cut plastic corner keys. Installation Fasteners; The specimen was fastened e used t the top iu bat head sing ten and two (y) ��# 8a'4 1 ") head strews; two (2) in the head, (# .3 x 1'), two (2) 26-112" down from head in jambs; f our (4) (# $ x 2") were used below the fixed rail; two (2) in each jamb. TESL' RES ULTS �110•. 7'irle o T. est & methad ear ure _ Allo . 2,2.1.1;,I Operating Force 15lbs- max. 30lbs. "I.= Active Sash 2.1.2 Air Infiltration-AS97M9283 0.19 cfrn ft 0.30"efrn/ft' 1.57psf (25 mph) 2,1.3 * rater jaa_utrati.on - .,ISTyE331 /547 5.0 gph / f t No Leakage No Leakage WT,l-- 2.86 psf 2,1,r1,2 Uniform Load Structural -ASTt1fE330 0. 024" 0,204" 22.5psf Exterior 0-027" 0.204" 22.5 psf ,l'nterior 2.2.1.6.2 Deglazing Test Active Sash Mee nt~ Rail (701bs.) 0.105" (2.10%) 0.118 (3. $ /o) < 1000/a < 100 /o Bottom Rail (70 lbs.) I.,eft Hand Stile (50 lbs.) 0.095" 0.9%) o0) 0.046 (0.9/ < 100% < 100% fight Hand Stile (50lbs.) T1;ST COMPLF,TED 04121 / 00 The tested specimen meets (or ezc Zi e i pistedTe3 to were securedormance byspecified. nn the designated ed test methTable 2. 1 of AAMAI odDand 101i'I.S,2-97 for air infiltration. indi ,-ate compliarn,ce with the performance requirements of the reference specification paragraphs for the (DB'•R30) (5s-1/8' x 72"),product designaticm Detailed drawirugm were available far laborer' records and comparuson to the test specimen at the time of this report. A copy of this reporta;ong u'`results obtained apply vnlyfta eeBPec m n tested. No cobe anclusions NCI �`or a, period of four () y or inadequacy o the g specimen may be drawn from this Of any hind regarding the adequacy qQ' test• This report doev not constitute certification oft uct which m y only be granted by a cartifteation program v#lidator-. iVA77ONAL ision TESTING} LAB UIZA -2 UAIES FRX NO. :4076341819 May. 12 2003 08:40AM P3 FASTENER LOCATIONS l �i 6 1 / 4 " 2' 4" Q . C ---� TYP 31 7/8" 24„ 8 I/2n rt— 6 1/4" 24" Q,C, TYP, The test specimen was flange mounted to the test buck using forty-eight (48) #8 X 1" FH screws at locations shown. -- - DENOTES SCREW -Ile NATIONAL CERTIT_ED TESTING LAB ElRATgRTES ,SOB NO. i NCTE.=21a-Q89-1,P,3 COMPANY FLQKT EYTRUDERS =S-T—DATE 9-24- -ROM +:SOLAR -TITS FRX NO. :4073341313 Maya 12 2003 01:40RM P6 Tm Q ALITY WINDOWS SY FLORIDA EXTRUDERS SLIDING GLASS DOOR FEATURES & SPECIFICATIONS *..COMMERCIAL PRODUCT RATING OF C30 WITH APPROVED FORCED ENTRY; C40 AND C60 OPTIONAL 10 4 -3/4" FRAME DEPTH ON 2 TRACK DOORS 6 5/16" FRAME DEPTH FOR 3 TRACK DOORS e UNIQUE 1/2" FRONT FLANGE FRAME DESIGN WITH SNAP —OFF FLANGE FEATURE FOR IMPROVED INSTALLATION IN BOTH MASONRY AND FRAME CONSTRUCTION • AVAILABLE IN 2 AND 3 TRACKS AS WELL AS POCKET UNITS PANELS HAVE UNIQUE DEEP DOUBLE INTERLOCKS FOR STRENGTH AND REVERSIBILITY; DESIGN REQUIRES NO NOTCHING A HIGH GRADE BOX SCRI=EN 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 IS STANDARD; OPTIONS ARE INTERIOR FLUSH SILL, 2 5/8 AND 4 5/8" "ADD ON" RISERS e RECESSED DIE CAST LOCKING HARDWARE 0 OPTIONAL WOOD PULL FOR EASE OF OPERATION 0 3/16" TEMPERED GLASS STANDARD; OPTIONS ARE 5/8" INSULATED, TINTED, AND LOW—E • INSULATED DOORS AVAILABLE WITH INTERNAL CONTOURED MUNTINS. s AVAILABLE TO BE MANUFACTURED IN CUSTQM SIZES AND COUNTER TOP UNITS e AVAILABLE WITH TANDEM ROLLERS • AVAILABLE WITH A STAINLESS STEEL OPTION 0 DURABLE WHITE AND GRONZE POWDER COATED FINISH ,.� t e learly 4s, W est . £:.. r ^..;,1,*.c: �r:T .. - 0 9. 0 S. 9 5 0 1: a 5 ,F id 1105 09. 05,95 01 : aG PM F01 ^w+r Fr?0M : SOLRR_—T- I TE ATHING OTHERS l I I I I uCcO � SID] NG OTHERS i 'ERIMETER —" CAULK BY OTHERS LIDING GLASS OCIOR FRAME --, SILL G FAX NO. 4078341813 SHIM AS RC'O'D INSTAI-L,ATION ANCHOR C CSENLJTcS> k3 SC�EV CAULK BETWEEN DOOR FLANGE TVID $7 u❑nr, P. SHEATHING BY 7i+{CRS 1 G C y /4' MAX. 1-I/5' MIN, C:m9cDMc:NT SLIDING; GLAS DOOR riEAD 1LMPLRED GL--- (1 Y. ' DOOR NEIGH. - - � T LI LI LiBE�?1LLT APPLY CAUL+:UNG UNDEr SILL OR S=T SILL IN 13CU L— INSTALLAT'-ON ?*1Ci-IDr Or CKINCRETE 3/16' DIA. TAPrON SECTION A -A n May. 12 2003 03:40RM P4 —ter-- DOOR. WIDTH SLIDING GLASS DOOR FRAME -� JAMR \ TEMPERED GLASS (TYP.) PLRiMETEK CAULK BY OTHERS ? RANEE u^_�3 S-.IGw"N SECTION B—B- i -l:4' MAX. SHIM SPACE I MIN. I E'MBEDMENT / TV0 Py VOOD BY OTHERS SLIDING GLASS D03r, ROOK. STRIP SHIM AS RCCI' 0. (SEE NOTES) INSTALLATIO\l.ANCHOR rg SCREV --- CAULK BETWEEN DOOR FLANGE F, SHEATHING s -- SHEATH11<i BY OTHERS TEMPERrP C-L4S] STUCCO (TYP.) OR SIDING 3Y IITHERS INTERLOC'r, INSTALLATI❑N ANCHOR US SCRE\w T„n nv w01]D :RS 4ULK 13ET1./EEN DOK STRIP b -lEATHING J{U11�V L'Y OTHERS .H❑❑K STRIP DETAIL 1) DDCR MATERIAL; ALUNINLM Al:.OY 4043. 2) 14 INSTALLATION SCREWS-M'.tST 3C Off SLlrf ICICNT LENGTH TO ACHIEVE MIN. EMBEDMENT Of 1-1/Ti' INTO VMD. TAPCON TTPE INSTALLATION ANCHORS AT SILL MUST BE or Su'FICTENI LENGTH TO ACHi_vC Mltt. CN9.CDrENT Or 1-1/4' INTQ MASONRY OR CONCRETE. 3) INSTALLATION ANC4CP. C"ZRT ON ?6I.X EEC THIS SHEET- / 4) USE SILICONIZCD ACRYLIC FE�;ND POOR rLANGE AT HCAD ► JAMBS. 31 L:SI SILICONIZED ACPTLIf' ('=1_�C �[T? =EP.:?' SEAL AROUND LXTFRI(7R OF ROOF. 6) IF [>cnCT DOOR SIlE IS ITT I_ISTE-E' IN AF-Crr CHART• USE ANCHOR OUANTITT LISTED VITI1 NEXT. LA2GEP SIZE. FOR-THC APPR_`>=1AT_ Pf-STG+t PRLSSURE REO'D. .1 (LltPOCrET COOP SI?l"; v%: r!_CSC'.7 ?Yc: SS DOOR SIZE 6 C(jNf ICGURATION TO rINiSHED OPENING. _ II $ 1:E INSTa' AT:JN dN�W_�-�5_ r=T tr >_-nUr $ibjP AS S"CLN. -SS ThTC! NW SS nnT War- �"_�:S [r ASTN C1300 CLASS CHARTS. U 9) D)(IR NIT 13 Gr ASS IN SINGLE GL!•ZED OR INSULA:ING G(-ACC ID) JAMB / St.LL CDRNCRS AF.� ��� 9� �L£D W!7r1 A SMALL JOINT S[AH SEALr,R. U SHh1 AS RC0'0 AT EA ',Et ^p" )r=S=A1__AT10^` ANCHORS MAX. ALLOWABLE SHIM SACK TO BC 1/4' Ir) AEI_ lu:7 atln-l).( rC:._nS n., D[ -T: COQQCSInrr R:S1S-.INT MATERIAL: 111 HIRE x- RC'R_S.`,: r; ,Y;: c'rPRr;ENTS flx_D P6NCL aF=fE ED N 1Gl1RAT10NS AFL _ L:T D -+ ^ :�? :MAt I CtN BACK Or THIS SHEET. 14) .I+:27 ALL COW151.rR471':rrS L"'-=r A7Z S+OVN EN TH!S BRAVING, HT1vEv`= INSTALLATION TL'-vSTALL.TiON OF ALL CON i64_1PA; IONS - 1�) 'LL7iDA LITRUDCRS ;CC: DCCR iS SHOWN THIS PPINT ALSO APPLIES TO 20110 SERIES x+D 1-10 ' RFC DESCRIPTIOtiT,ATE- ItiTI FXTRUnEF L S 1 - - -- ❑ P I D AT N T. TNc. S -L.. c., _ L I MINE; GLASS DOOR. .':-7 �TIDN WITH �s SCREWS. DP - art." %/pj `_it:J�I_];: NI S jr)wc_ ui LCYi1(]27 C: I 11L. M I A M I-OASEM MIAN(1-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE, OFFICE QF LJO WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-290S NOTICE OF ACCEPTANCE (NOA) Therma-Tru Corporation • 108 Mutzfeld Road Butler, IN 46711 REVIEWED FOR CODE COMPLIANCE, SCOPE: CAPRI ENGJINEERIfNG This NOA is being issued under the applicable rules and regulations governing a use o construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board -of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in - the accepted manner, the'manufacturer will incur the expense of such.testing and the AHJ may "immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control .Division that this product or material fails to meet the requiremertis 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 W/E Glazed Insulated Steel Door w/Sidelites APPROVAL DOCUMENT: Drawing No. B0201, titled "6/0 k 6/8 Steel Inswing Moderate Climate Patio", sheets I through 4, prepared by manufacturer,.dated 8/10/98 with revision on 6/7/99, bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami - Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami-Dade'County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change: in the applicable building code negatively affecting the performance of this product. TERiti11NATION of this NOA will occuralter 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 I REV DESCRIPTION DATE C lwvlo PER KED 6-1-99 ?9 I u 111 1 2 V2' S1 m 28 24 lit, two VA-1.14' MIX 0(04 1 (2 )/11 - T 6 20 111 S9M VA-11C IA 0(i Q 1/0 SCSCM E M41111RT HEAD 24 2 IQ 12 In' mrs ASSEHBLY 1PAGE 2 ff 1) 6 III 1 P Z2 1V16'S urc tp, U mf'O3m Will 7 4 —1 / 16 a IEQD UTE 2a RESD 19 2 PADS18 2 X IiATI 7 , 10 112, 28 i 29 ll4' A I 16 21 I/8' YAX I I r 12, O.C.VAX. 63 1/6' —[ KA.X I 4 A 1 82 1/32 o . i i I 35I1r' 4' T 14 HAX — 13 11 2 SWITT STRDY RATE 16 7 4' 1 V ITIA'A-M VA su-{➢CATUG W s S aKII Y/1 III 1 fLNS l2 iTP - ANo �1101) 8 11 / ' 15 •2 HL ms W91 TONT[ll SLIDE U1 V/ I/2' nFav IT 1 XVIXSCT 661 STJ(IIS u I Li 13 1 1YD:SIS 103 SERIES w SET 12 1 IM Fk L TIiaS1IU AWTIR 11 1 5 ON 1 171r DaVDG SDI If I ox llR7m KIM m Mo. 9 kS PISO M-TRU WA CDKSSU WDUSTRIP 8 1 2'13 9116'M KUD T 3 I -9A6' 1 1-1/4' 1 3/4' no JAMBS 6. I I IT 1 I' PLASTIC LITE IM MUM-IRU TIM IIATE FOX IRIPR1LT18T us4lia RTXMIICI VJTH 16 11 S/8' ITtt AB I'm "PHILLIPS MUS AT 12 314, TIC A!K KRIUU S 2 I' PVIRAiI mAIID (LASS wit,m(sisi Tf 1l8' I lab CLASS AMD 3/4' AfR SP 1 1 Om RAILS 3 1 1I I/V 1 1 11/16, PIK SIIICS 2 ks WOO KLMI)K I'DA IIRI, 22 PCi L%ITT CIAS PIRO/1`1030 1 4 Slm, IR3 M0, 24 CA mil-M U ICU S1UIHIr-MW- O-ECUAVAn a UIH 111116 9In. - ITiT( SIT I IEsCRIPTITN BILL OF MATERIAL ORPORAA ION / TH ERMA QTRU' n CORPORATION au /0 X 6/8 STEEL s 0UM I4 N1G ouv. a [N Q0:1• a 8 0-98 NONE 902 L F B C urRor[n As calrtnli0 vnnl tar so IN RORIOA MIMIC 000E NOTD SCE HllLLI64 SILL IS DESIGN PRESSURE RATING IRooucrnuraweo oA oueudcy _ 19 R W.1 Ce)(rDY IA< Flodd� , HIAHI=DADC APPROVED SHUTTERS ARE ASSEMBLY (PAGE ] [>F U POSITIVE + 4flbl psf A.4V" #N Rv. Artepax<Ne 2 Z-0 - PRODU 1 C NIAOL DIVISION REWIRED FOR THE IHSTALIAiION OF CAME - 61.6 Psf E rro.o.m 0 IV RUIIO. Cg01 Co4PrIAVCr OINCI THIS WE COVIGLWIONI OX m �CCrl l+t:Q No. Mom de Product Coelm OH o � 2X10V(R10UK 4 9/16, 29 (4) PER SIDE 21 SPACED 22' X o. o ,- .o 00 1l4' HAX I/4' KIN k (dLDNENI k 22 20 MULLION HEAD ASSEMBLY SECTION A —A n EXTERIOR 6 I' / I 1 1/4' HIN CHBCOHEHi 1 •• . o o 1/8' TEHPERED CLASS 0 ` . O o I11jLKiil« O\ O Q O O O ° 21 o. o CORPORATION THERMA OTRU • 2s 20 16 X 1-5/8' TYPE All PHP n- 6/0 X 6/8 STCEL INSVINO NOOERAIE CLIKAIE PATIO AT 12-3/4' UL SPACING c �>« m „ I u RF. -10-98 NONE wAroc a c� BO204 C 2 OF 4 GLAZING DETAIL ' I18' OPTION SHOWAPPAOY(D AS comma WI1N "I PRODUCT RENEWED SOUTH H0610A Mum COOS 0.101•Pl�fwlll ,0o Florida, QATFA p- By Pcnnu. rneol olnslon - A41aa M v C:i C001 COIAPIIABCI OfflCl «:,�o.94 . F,od.q Coo . CORNER ASSEMBLY DI, ;,<<-.Q�� , 4 9/16' [MB[DHCHf [ND[{ 1/4' HAX MUCH 00 ,o• 'O o _ 'pm CXi[RI[1R INICRIIR 79-9/32' EXTERIOR INTERIOR 00 00 .o •0 8' SECTION C-C SECTION B-B 20 r 25 MULLION SILL ASSEMBLY THERMAOTRU' CORPORATION Q1u' 6/0 X 6/0 STEEL INSVING HODERATC CLIMATE PATIO ouw ru art. ww o i0 no:, RF. 8-10-98 NONE 00201 C 4 APPROVID AS COUPIYTHO ME THE PRODUCT'RENEWEO SOUTH ILORIOA RUISOINO GODS�Iflyolv � uaompy'f�R w1161E�FhNd� 04 Wing Code 4iU 9r OU:i.G 1ti ME p('ampl:LYCE 0(hCl M� Pmdntl ool 'wCCf Lt;lfl N6:99.:.o,Z ODOM 0 0 H 0 F/I E I F/I E'j 010 BOB jT% ®a,® , ®® EC{IAL TAI ACHIEVED IN TEST, FUR ALL. OPENINGS IESI SIZE (6/0 VIDE X 6/8 HIGH) {8b1 PSF 611A PSF 2. FOR SINGLE IN-SVIHG O(ARI ... YAK PANEL. SIZE IS T-0' VIDE X 64' HIGH 1 FOR OX CONFIGURATION, W. OVERALL UNI1 ® El ® em on SIZE IS N-3/16' ME X 82-1/32' HIGH ®g® ®®®I�I�I� ��� ®o®®o® ®, ®® 12EI 52 RE n NOTE: GRILLS AND WINS SHOW ARE FALSE AND Flit DECORAIIVE PURPOSES ONLY i THERMAOTRU4 6/0 X 6/8 STEEL S VING MODERATE IORPORATION cuti. n, art, RF. 8-10 6 NONE ouvoc w aY� um OO4 C 4 or 4 _ APPIIOYED AS . coNPlYlllo Wml Tilt - SOUIN -ROMA 61JUIIIO CODE . PRODUCT' RENEWED u .mpljjy w14 1h. florid. aywl.� cod. 041 O.4C.s," �Z q� J yr _ �n PL.a No OT <0'.O S .Db o-.uaa " 'Ic NIaoE D.v s DN� . d . wr. loD7 A: n.na CODE COMM IriQ 011M 6r rrirla„r.: Tin.K`1_-t23,:�l�� Mu DW. Plod.al Coolml ! Dir e '` M I A m mADEs BUILDING CODE COMPLIAtrCE OFFICE.(BCCOY PROD(;CT'CO`CT'ROL DIVISION %t l A.%I-t-DAI)'E CO.t;NTY.. ,FLOR. il).,t t`iFTR:Q-D.�DE:.Ft.AEL6R. [3lftLDtirC 140 NVE sT R1:,k.CLER STREET, SUITE 1603 <<IIAMI, FLORMA 33t30-1563 (3tij137.5,'701 FAN (3105) 375-2-l05 NOTICE OF ACCEPTANCE (tiOA) Thcrtna-Tru Corporation - 10S.Iutzfeld.Rosd Butter,. IN 4672:1,1 SCOPE:' This NNQA is: being issued undo the applicable. rules and::regulations bovcminS th use of construction materials The due;umentarion submitted:. as been reviewed by,Mtanii-Dade :County Product Control Division and: accepted by the Board of Rules Arid Appeals (BOItAf .tobbe used in Miami Dade -County and other areas whcre allowed by the Authority Having Jurisdic(oan fAHJ.). This NOA shall- not be valid after the expiration date. stated betoLv. the Miami -Dade County Product Control Division ({n iL4.iarni Bade County) a idtor the; AEI I (:in areas oilier than Miami Dad: County) reserve. the iabht to have this product. -or rrtatcriat tcstcd.for y:uaTty assurance purpases If this product or material fa -Is to pert;orrn in the accepted manner, the manufactur:.cr will incur the expense of such trsttng and the AW.. may imm.cd ately revoke, modify; or suspctld the use of such product or rnareria.l within their jurisdiction. BOKA 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 designedto comply with the High uclociry. Hurricane . Zone of the Florida Buil.dine Code. D ESCR—IPTIOti-: " Faber Classic" T"Stnooth Star".an'8' lns ins Opaque. lnsuiated Fiberglass Door w/Sidclites APPROVAL DOCUMENT: Drawing No: S-Z151;.dstcd;01/31/02, with revision I datcd'01/31102, titled "Fiber Classic""Smooth Star' up to 1.05" x 6-8 w & w/o 14":SL, Inswing: shiners 1 throitbh S. pn!.parc:d.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 Miarni-Dade County Product Control Di:visi.ori. 1rIISSILE INIPACT RATING: None LABELING:.Each unit shall bear a permancat labca with, the manufacturer's name or logo, city;.state and following statement: "Miami -Dade County Product Control Approved",: unless otherwise noted herein.. RENEWAI, of this NOA.shal:l be considered after a.rcnewal.application has been filed and there has bcTn no change in the applicable building code negatively affecting the perfocmancc of this product. TER.NIN ATION 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 p.roccss. Misuse af`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.andremoval ;of NOA. ADVERTISENIEN7.- The NOA number preceded by the w.ords:hiiami-Dade County, Florida, andfollowed by the expiration date may be displaycd. in advertising. literature. If any portion of the NOA is displayed; then it shall be done in its entirety. ` I; iSPECTIOt : 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. ite at. thc request o'f.thc Building_ Official. This NOA consists of this page I as well as approval document mentioned. above. The submitted documentation was reviewcd.by Manuel Perez, P.E. NOA No 0.1-11.27.02 Expiration Date: June 6,.2007 Approval Date: June 6,.2002 Page I THERMA oTRUS FlBER CLA.SSIC'r& 0OTH STAR' INSWING 8-6 SINGLE AND DOUBLE W/6 W,O ff SJDEL1I t"LATEO FIBERGLASS DOOR Wr H'W000 FRAMES. I. THIS PRODUCT IS DESfGNED TO COMPLY WITH FLORIDA BUILDING CODE. 2. W060 BUCKS BY OTHERS, MUST BE ANCHORED PRCPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS, ANCHOR EMBEDMENT TO BASE MATE,RI SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. DESIGNED PRESSURE RATING SEE TABLE PACE 1. 5. THIS PRODUCT DOES NOT MEET THE WATER REQUIREMENTS FOR 'HIGH VELOCITY HURRICANE ZONES'. 6. WHEN THIS PRODUCT IS USED IN AREA REQUIRING WINOBO DEBRIS PROTECTiCN, F�_ORICA BUILDING CCOE APPROVED IlaPACT RESISTANT SHUTTERS ARE REQUIRED. 7. SIOELITES ARE AN OPTION AND CAN BE USED IN A SINGLE OR :DOUBLE CONFIGURATION. (Common to all frame conditions) Face sheets: Fiberglass ovq, min, yield. strength Fy(min,)-6.000 psi SmoothStor — 0.070' minimum akin thickness FiberClassic — 0.110'.minimum skin thickness Cora dasion Polyurethone loam core, withl.9 lbs. density by 2ASF. The PPa el skin is constructed from o 0.0.70' thk. ee molding CWTIP. od (SWU . The interior cavity is !lied with 1.9 lbs. density BISF pofyvethane loam. The panel fate sheets ore glued to the wood'slla and ryes. The, LYL latch sUie s reinforced:. with a wood lock block mcas~mnq 2375 x il:0 lore at the st a and deadbaft location. The.hinge slile is Finger Jai-W Pint and the top and bottom roil are of a woad . composite mctirial In the double door,appficotian the mactne door is filled dih on extruded durni um ostragal (Wind Jomber If) of 6063—TE alloy. The frame is constructed from fngpr lmnied pDine The w er 11lame a N side iambs with (3) 1lgo. I/Y crown x 3 long staples aeach side. The mulons art secured together in a siddife app6ca'Jen Laing /8 r 2' long Pf'k WOO Screws (6) screws per each mullion. The units use an Inswing Soddk threshold measuring 5.75' x L, 48, ddia_ zna; The aidelite panels are sandwich glazed usin 9 two pbee lip lit coma ey on; dry glazed on the eitarior with an 1�8 thk cellular g9la2ng fop. (5b —1 Tape)) a caulked with silicone. The life (rvmn are held Iog�ther wi a J8 x 1 f12 long A ...... TABLE OF. CONTENTS SHEET g DESCRIPTION 1 TYPICAL ELEVATIONS k GENERAL NOTES 2 VERTICAL CROSS SECTIONS 3 HORIZONTAL CROSS SECTIONS 4 HORIZONTAL CROSS ' SECTIONS. h NOTES 5 ANCHORING LOCA11ONS k DETAILS 6 ANCHO INO LOCATIONS k GLNZING DETMLS 7 UNIT COMPONENTS B I BILL OF MATERIALS k UNIT COMPONENTS J 1.J MAA, OVERALL WIDTH 36' MAX. I PANEL WIDTH l- l ► 1 W k: W � W Z 13 0 Q X 3 N n Ix n 15r5' MAX. FRAME WIDTH 13, 75' MAX. WIDTH 7,125' MAX. L.O. WIDTH Rf a5'■'aY.�6ii'iY.•i�i:i. e e e . . e f\ /.\ o ► ee • e • ar e i:•.. .117[ e: • e ► e ► ea�s�l I!I ICI I• I!i I ' W1 ICI ! r1 n i I I s41 r_1 FilFil F11 � o I I I I e • . V • u i\�a 105.5' MAX. OVERALL FRAME WIDTH 36.625* MAX. — PANEL WIDTH WIASTRACAL aIN DESIGN PRESSURE RATING UNIT TYPE WHERE WA E IN L RA ON REUIREMENT15NOT NEEDED SINGLE + 67.0 PSF — 67.0 PSF OOLIBLE + 55.0 PSF — 55.0 PSF I. t k IELITES + 55.0 PSF — 55.0 PSFWT ~ � N 4] 00 //r--y��� o cc 0 O n oZ � gW�, i 3 00 u t\ IIU14a1Na II I Aprn,rnl .•remp:}I.e oink Mkt ""� N.I:J vm.ga ta'.a(: ua owa er: TJI UOAN NOAr cwu w:' RN Mi.. ow. rrc,l.er C OMYINC No., us S-2151 SiaT 1 a 1VERTICAI,RDSS SFCTION 2 DOOR PANEL 20 29 H ^ v 3J O d pn 43 38 x J4 0, 1 O r. o'• •O''• '06 SEE NOTE 5 SHT. 4 SE NOTE 1 SHT. 4 _ � .5' MIN. Z y 1N1FR10R O o =RIOR CLASS THK. INTEEIBE 25 N xqo 3 FOAa GASKET SILICONE CAP BEAD O ' • '•P B a o0'O. 1.68- MIN. 5 1 40 R4 PANEL THX <2 Z u I �Ci 14 1 J Z v' 2 SIDELlTE PANE SEE NOTE 5 SHT, 4 4_ azan f) QUl'cr ►•- 0 ::k o w(a a z z 0 W IN 0 n .c O �aut.oY+d ' NiULTMIii•- INC e l a.aas.3a�1 urc 08 I0 p1 ApjNov.d.�. e.e 174twW N. rw.w, uWlat Cap. =ALL 12' wa, w, TJH out sn RW NP�� ur�nu.a u.a. r,w.d e. t . WAM4 NO1 S-2151 s+m or 8 24 FXT.RIOR SEE NOTE 2 8 7 . SHT. 4 27 INACTIVE a a ASTRAGAL RETAINER 31 ^ 60LT 8.0' LG, TOR d: BOTTOM (2) BOLTS RfOR AT TOP do (2) AT BOTTOM 1 3 O ASTRAGAL 7.75MIN, EMB. EXTERIOR 25' MAX, SHIM ' 15' MIN. r_CINK /- FOAM CASKETdr / SILICONE CAP BEAD z L1 O ^. C] W 6 ACTNE � 0 co Z C) N 30 w 4 1 2 0 x z t8 SEE NOTE 6 3 h o SHT, 4 FOAM GASKET dr v �n ter N u ON 43 SEE NOTE SILICONE CAP BEAD in y 5 SHT. 4 34 o xo i 25 Y o �T£S48 Y 2 INTERIOR z, 5 4 36 ', h - 6 o d a 26 9 d TO 29 101 .: 41 c� S NOTE 1 0 CL J7 SKr. 4 ^ �" Q: ••.•'rd. .�. SEE NOTE n,� ,. ° p •Q —7 7 SHT, 4 _HORI t ` ]ZONTAL CROSS SECTION 3 0 HINGE JAMB TO ^ . .� I SIOELITE z z �eu:�rc+a � •� mrsuuurta; �Na 6 h 01].064 ]�31 29 41 SE NOTE 1 aui : 08 1'O 01 35 SHT; 4 - - AOW�..dwcemnlYi°{rhlgnLf�2•.a-1• a.a n, TJH HORIZONTAL CROSS SECTION . Itaie RtIA>I pi -°"� � � 3 O SIOEL/TE TO BUCK + M.nlDavieiYWuaC oMwa x0: u S-2151 aim .L s � 1.15' MIN.' 1.:' MIN. a EMBED. EMBED. ► 15.' MIN, 15' MIN. I C-SINK C-SINK ..N 0 0 co iaga>QB g co 4 Q = I 8 1 7 m 2: 0 7 cu ►•. 17 =OWE JO 6 �4 1p 0�:� a : EXTERIOR : ► ^ °gyp, + Q .. 16 ••'� •-•: o: o o �• o JNTERfo 4 .. �• ' 12 111 'Z. CL �I Z 13 3 z 10 SEE NOTE o l H� 21 31 1 6 26 9 7 SHT. 4. ':nl o � u 2 25' MAX. z - �t1OR17ONTAlrSf_CnON U hH kI �h SHIM SPACE 18 4 �4� HINGE JAMB TO BUCK, SHIM SPACE cm—V INTERIOR 21��� 1 R- SEE NOTE 4 LATCH JAMB TO BUCK, FOAM CASKET do J5 6 SHT. 4 Esc L2! I F SIUCONE CO BEAD 43 a NOTES: £XTERIO 3 1. SPACING FOR ITEM NO. 41 (LRE FRAME SCREWS) IS AS 34 SEE. NOTE S SHT. 4 FOLLOWS: VERTICAL FROM THE TOP DOWN ON SIDES; 5.5', 33 8 � 16.5', 27.5, 38.375. 49.375' do 60.375'. HORIZONTAL 25 4J THERE ARE (2) SCREW BOTH TOP AND BOTTOM AT 2.125' 7 IN FROM EACH CORNER, 6 2. SPACING FOR ITEM NO.. 27 (j!e i 1' PANHEAD SCREW) 0 ATTACHING THE ASTRAGAL TO THE INACTIVE DOOR IS AS Q ' ' ', z n FOLLOWS: FROM THE TOP DOWN 1', J', 5', 18.25, `A o • �' ' (1 a 40.5', 59.25', 74:25, 76:25' do 78.25'. o'. o •.. c : • • _!' : a J. THE HEAD JAMB IS ATTACHED TO THE SIDE ,IAMBS WITH Q o Q•:. ° (3) 16CA. x 1/2' CROWN x 2' STAPLES AT BOTH SIDE. Y 4. THE THRESHOLD IS ATTACHED TO THE SIDE JAMBS WITH (2) 16GA. x 1 /2' CROWN x 2.5' STAPLES AT BOTH SIDE. i Y 36 5. THE SIDEUTE 15 DIRECT SET INTO THE JAMB WITH (12) ITEM _ z NO. 43 (18 x 2' PFH.. WOOD SCREW). THERE ARE (4) AT u' 41 W+ 29 13 EACH VERTICAL JAMB, FROM THE TOP DOWN AT 13.5, m z J0 31', 48.5' 66', THERE ARE (2) AT THE HEADER AT 4' IN FROM THE OUTSIDE CORNERS OF THE FRAME. THERE ARE SEE NOTE 1 a 3 SHT. 4 1 w �gw�nnro 31 Qw (2) A7 THE SILL, 4' IN FROM THE OUTSIDE CORNERS. INTE'R10R cora�u�rurrs, we 6. SPACING FOR ITEM No. 43 (j18 x 2' SCREW) SECURING J TA _C&QU_ FC,noN 19 eiJ:a64.30�1 THE MULLIONS TOGETHER' IS THE SAME AS THE PERIMETER 4 O STRIKE JAMB TO SIDEUTE ANCHORING SCREWS. 6' DOWN FROM THE TOP AND UP MTF OB 10 01 Y"•1/2' I' FROM THE BOTTOM WITH (4) MORE SPACED AT 13.7' O.C. Appn,.eJ...vnplpyruq,x• wic. Pn TJH 7. WHEN ATTACHING THE HINGE TO THE JAMB AND THE BUCK Ft d. •M •t �• USE ITEM N0, 12 (/10 x 2' SCREW).; WHEN. ATTACHING ` n0C• - om RW THE HINGE TO THE JAMB AND THE SIDELITE AT THE • ML—ID•Are,udaa DMWWC xo_ MULLION USE REM NO 37 10 x 1' 3/4' SCREW), D+ .(# By 5-2151 .. sat < v 8 el [ --� SEE DEVIL 'F' SHT. S L.— J C5 N O00 CC 0If- Js 8• 6• o SEE NOTE Lu J sHr. s p Q1 I tTYP:11t coSEE NOTE SEE DETAIL 7YP, co aJ SHi. 46ESHT.04E ' "F' SHL 5 SEE DETAIL �m� - 'n --j SHT. 5 SEE DETAIL SEE NOTE _ TYP. yr TYP, o 1 J 'G" SHT. 5 6 SHT. 4 _ Cl O^� llll� 5HEDETAIL I3 SEE NOTE 'va 4EE DETAIL- D. TYP, 4 S' T. 4 h -D • "E' SHT. 9 7YP, < �• .B. b• _ •g• SEE DETAIL .C. - 1J = 1� 1< .G• SHT. 5 'D' TYP.- TYP,ryp I I/[ iYP. kk TYP. •B 1— - 14 TYP. J• 'i J• J' J,r JJ• I -'i i� 6' 6' --i 1-- I -{ 6• 6' 6- SEE NOTE s SHT. 4 6• 8. B. � DOUBLF DOOR WISIDFI ME; SINGLE DOOR �^ DRILL THRU FOR o A /.J57. SOLT DEEP z 1J ENOUGH FOR 2' 12 BOLT THROWawtcwa 13 a urra, u+c 10 0 811.884.3811 0 0 10 13 6%m 08 10 01 - Appmnd.�mmpl�iaiwll�IN �'�' N,TS. . . - - ► -u FJ1ap C e ova i'b 7JH Oau 10 DETAIL -F' nnu _ oa rn RW ATTACH ASTRAGAL THROW BOLT niud° l .N «„ gyp: DETAIL 'F' STRIKE PIA1TE 70 FRAME ASTRACAL 0 BOLTS ° 5-2151 AS SrktOWN. DETAII 'G" °! O> pN4ml S s' 8QZQ� m35 �IDELITE BLANK A3 WOOD FRAME .526' . SN36 f�—_co K SID STI 2.713'.�. FINGER JOINTED PONDEROSA PINE O 1,232' FINGER JOINTED PONDEROSA PINE. n 33 TCM (TH RMA-TR1'S PO YPROP FN ) W c z �+ F.XTRASMC IP ILLt UOED BTS��F � . � � J4 PLASn .. IP fT FRAMF toF-- 2.141 EXTRUDED 7CM 1.691• I� �mjZ —� b 1.264' 1.255' =-1 $ x I � CD N 0 m INSWING DOOR BOTTOAf SW FP INSWING SIDEI IT 15 EC. TOP RAIL 1.SJ1 • 4 3 jftUQED VINYL OBO O W000 COMPOSITE O BOTTOM BOOT �]LE _COMPOSITE FC. W000 HIN .F St0 Snl F ¢ lYALL AlAX. .015° W,�1 MIN.' F.. AT.H SIDE a' tn3 a . 0.09' EXTRUDED VINYL WALL 4 a 4 STFFL DOOR HINGE b °p f--I.077•--j O r L �11_1J� I .SJ i • —y 42 SIDF117E TOP k BOTTOM RAI FINGER JOINTED PONDEROSA PINE N T { 1(I N ;In T t.T 1 a�CQ FC. BOTTOM RAIL WOOD COMPOSITE Cl SFI F ADJUSTING SADDLE THR SHOI D O ALUMINUMMNYL..045' WALL ALUM. 19 2.375' OBD THK. WAIL Mm TYP. 1.5.31 1 ��rro .. corvsvliNrra.. Ln o am 09/10 01 N.T,S a Appnn.J a�wrvplr, wU01Ce L11, wku" Ca4 gN. or, TJH T�'�, 01A. O Rw O SS. BOTTOM 1RAI(. W000 COMPOSITE h 30 . r bturl u.J. PnJou. OKwnG twa S-2161 1 n FINGER JOINTED PONDEROSA PINE- wm 7, or J 1 u SKIN .010 WMUUu K. & FIBERCLkSS)C DOOR SKIN .110' VIN. THK FIBUrAASSar THOW-TRU .dh lidd rtnen F min. =6,000 ' FISERCIASS 2 FC, rlw RA.0 I.5J1" :u4 .94" THER-TRU WOOD COuPOSfff MOOD COYRIW ' FC UTCN STGJ -TRU, NODp CQIlPOT, 1.5JI x ;.10° NC)CO CCYFCSTE 4 FG WIGS 571E -TRU KNLXTW PIKE I.531 , I.209 Wcoo 5 1 FG 60TTOu RAIL ISJI , 115' THOM-TRU %COO. COUPOSITE '*= COYPOSrrE 6 POLYURETHANE FOAM S .9lbs. OENSTTY FOAM SHORT REACH COUPRESSION WEATHERSTRIP E,R)AA-TRU FOAM LONG REACH COIrPR5VON WEITHE7tSTRIP ER1U-dRU FOAM 4 x 4 HINGE .097 THK. ERMA-TRU STEEL E�2 10 .314 W000 SCREW Hine to Frame S c L 4 8m u R1C 191 x 94 TFiR1N-TRU AOW 7 NOCO COUPOSITE 10 x 2 LC.PFH WOOD SCREW STEEL IJ 8 x 2 1 2' LG. PFH WOOD SCREW STEEL 14 J 16' TAPCON ANCHOR E C 2.0' MIN. LG. STEEL 15 ISIDELrrE BOTTOM BOOT .090 EXTRUDED VINYL I VINYL 16 1 2x INNER WOOD BUCK I WCOO 17 1 MAX. I t SHIM . MATERIAL WOOD KWDIS TITAN 700 SERIES PASSAGE LOCKSElf AOAbTIM P611M SrDDLE 7MES OLD ALUM. W000 4. , I. MA- U; WOOD E , - SA N 00 4. a I. Jw Wk- ,KWIKSET TITAN 700. SERIES DEADBOLT ASTRAGAL WIND) BER 11 WR687 .052 WALL ALUM 608 -T6 GLAZING 112 INSULATED TEMPERED CLASS CLASS 26 SS ftwu 571£ -1Ru iCNCEROSA PINE 1.1 r I 1 WOOD 27 8 x 1 LG. PANHEAD SHEET METAL SCREW STEEL 28 INSMiNG DOOR BOTTOM SWEEP VINYL 29 i WOOD 30 MISS MOCO I= it 2X5 , 1.515' POHCET SI FIKE WOOD 31 SS U fR11 CCUFOSIT€ I.Id1 r 1.SJI' M000 COu 32 1 8 W. CELLLAAR CIAZING TAPE ST1K-IITAPE)- 33 FRW 8 -TRU BTS 14 . PLASM LIP ME FRAUF (rCIJ. W1-TRU M 35 4 r 1.25 &,WC J1MB ERWI�TRU PONDOM 36 scom Six STIl -TRU' .1.531 r..656 PQ4DFhm mc WOOD 17 J 4 LCHUW0 STEEL Sk.L 1SI, A%J8 91 COY�1YfE CCUPO 39 NOT USED _ 40 SILICONE CAULK SILICONE 41 8-10 x 1 1 2 PLASCREW FOR ITEM. 34 ST EL 42 S[EllfE ICP 1 WIRV OL -TRU. IS31 , .06 PLYDfRC61 PfQ 1 O 43 18 x 2 LG. PFH WOOD SCREW I STEEL ol L J8 ,n S5. 70PSS 71 Rkll WOOD COMPOSITE .592' Z L.1 -j .579' 1.531' a r\ �1.3.16'---i p �- O I O 175' I 26 ~4� -"I .179' J- COMPRESSION wEATHERtTRIa L ONC REACH -OMPR SSION WEATHERSTRIP BY THERMA-TRU W FOAM CELL CORE W/VINYL JACKET' FOAM CELL CORE W/VINYL JACKET SS. WOOD -HINrF S[OF sn„E F CL oe 41 yl *z ,n 3• I. (A Rio a 2 cl ASTRACAL HAS I LOP Nio (2) 8.0' a p �3 N n I n ..BOLTS O BOTTOM d ' I BOLTS m TOP Ln 1 0 Ln a DRILL TRU FOR J5'7' DIA. ASTRAGAL w DRILL TRU FOR A 18 RETAINER BOLTS w PFH WOOD SCREW 2PLCS WINOJAMBER II WR88T 24 WINDJAMBER If WR68T STRIKE PLA ASTRAGAL (ALUMINUM 052' WALL TYP) o �Q o z 8.0' '� - Ry�y�6MlONC F---� � COMBUlTA1(T7. INC w _ DAM 08 10 01' -- ����L RAINER!'B�T .� in .. AO---Anc*,om,f.-wW thettxF' . N.T.S. MATERIAL: C/R ROD ZINC " FI.Ldj. YC.a. o..Irn TJH O 31 I & HROMATE' nn•jr np wu cr: Rw f-- I'.SJ 1YELLOW C ' � � n:Lw1 u.a.l'roa�c, T orwra w: S. A7 .H�I�S�I E CQhd2o5l� p I S-2151 p7 • slay _-�L cr 8. 05%90/02 1'1:40am P. 007 Irj;npr CnnsultnntS Tno iv , b 5p .. - �� B Ct 1 rafting wd Enimering Services for the Building Indus€r`j P.C, Box 230 `leir w FL 33594 Plxine 813.659.9197 Facsimile 813.659.4858 . 'henna-Tm Corp. 106 A r�a:^rdd i Blade:, f;`t 4�5%] . l� 2631..Sg11 ;? ere mike 2cc.868.5.190 Mudd Vim; FA= Classic/ s fir, Serm F1ilerglass Door (Glazed) with or. w0mul Side -liter : sl OverA ;4eaarbw S&M 1p:m d'4 g" UaWe Ill-swNg Confipradom, X. OXO, XO, OX XX a OX O Coal Dev-jiV*a: The Nead acai jaidba arwood n ring 4.5" x 1.25" with an extradod ainroiilmin llmshal]ct. The door pa=is and dMite peels are USS' brisk ski, axe of tea S?AC skins with a Okknew at 0.06s" for the mer C1awc Series at the 5rt MUh Star Series with a ddn thickpm of 0.07(". Sbns are glued to wood stiles and rails with a uruLb - cerc. The glazed dde&ws am rlrsted to re oche /r team or 1/2" m=late d tempered lip life inserts or sntcgral Rush glwml 11ttm mumfoe aced by - T rsa 1'eiY7 diic� Acas.fv"ival T4mq - Tam L+aat[m DOW No. L`ertit+ Enaii+tar ' Lz Cr rri tic ` NCTx'- Crbmdo btu, 30,1997 210-1940-1234 Dam pwb,) y, x 1525.8 . Aii'1`MEM AirPrc� Ew,- '% tD J=w2 2001 FTC-01-741-11008.0 DO*-d.P.E.442-49' N-Cr.-Imawo M" 30,19Y1 210-1940-1214 1L+rry Psi"." # 16253 TAS 7102 - Fmr c d E-airy FTr - R.-e a NY ,'sno22 2001 E C-01 74141008.0 D.i3+iaa P.L'. R421YJ`? ° WA" -� May 30, t997 210-19�0-1234 Do" F`arib", 016zf; ASI &1 E131 Par a .1 C - R.oCbni %. ?VX Awx 2001 LTC-01 711-11008.0 i ? . R42' 9 TSCiL-pi} o 30,1997 210-1940-tD4 31artypoftooy #162551 i A:T94 E223 l An tui�lu�icn w rC - Rcc?1�as, NY Jum 2001 ETC-01-741-11008.0 �+c3t'VP E .Aa's929 S T II20MM ILIA' IUJA N/A NA tm9wC S Rio WCsi s Walex" Ow nwa 1�7e A rw�alva uwgpa rresau.o..sw owa..uaa as ara �. - `"'TZ:� psw'cutt. � i� r3suv�tod m mnea wias�cnnm cimlfris ��ria. Configuration Maximum Size Design Pressure Ratings Gbzcd S' X LIP To 3'0 a 6'9 + 47.00 - 47.00 GWZ--d 3MIC wish Sticker 1CiD COK, OYO Up To 5'4 x 6'& + 47.00 -47.00 Alum AstraO Alum Gs"b'w iDoub3t xx Up To G'0 x 6'a + 40.00 - 40.00 + 47.00 - 4 i.00 L evi 13t swish io3ites OxxC To 8'4 x 6' 9 + 40,00 - 40.00 + 47.00 - 47.00 �I sit ass anlas*: S I-evem aide this PW 1.'Bvah�t31'or 1t;6 ill lecaY:Oris arsng t0 tkse F1oYi� Buiidtmg Code and whexC pre�slm rogairirts 8s demzali�.l i�f A-.- 7 lw1woffift ftsip .I-V=% ffr 294 'Ither Strdo not exceed the design press m mu ngs list - 2. rw Tfb=ny ul5tailatlons wkm the sab4bnck is Iess than 1-1/2 miles (FBC section 1707.4.4 AOdmr;V',yiCthOd5 MW sa b ws 1701.4.4.1 mW 17(Y7.4.4.2) saute dLainda Topton type 000crete anchors must be sdlstituWd and tl'.e ieng3h :a rO be svj:h tlhq s mislin= 1-1/4" and of t11e Tspcltlt sago the masonry wan is obtained. Caa'1£1 � F!e4ieaprOfc,, 6.- xW Engm= - Set Pia. 43409 May 22, 2002 Lyndon F. Schn'idl 19506 Fench lace Drive Lutz, Fl, 33558 06/30/02 11140am P. ies 'fie a- I rug' FibarCinzsic I Smith Star in -swing. Eimer -glass Door :fit i u ..Si U To 8'4 x 6'8 B.06.0' (a 3.0" 3.0. 1 1 1 i SE OETA w I� a o 'C' cd so vt �- — ► _ When attaching Sidelite .the above anchoring applies. SE£' SEE NOTE so DETMAJL . 10' FU WS 4` - i Ftt3 x 3/4" LG. %10 x 1" LG. I — PFH WS PFH WS SEE NOTE x 3/4' LG. Note. ,e Pr`,f VS MAIL �• When ottaching the acme � �--- -- deodbolt plates to try str!ke A SEE NOTE- AN parameter screws are buck use 110 x 2" Lg. PFH WS. 0ETA1 E' When' attaching the stnk# A: IB x 2-1/2" PFH WS. deadbolt platen t.Q the astragal use IS x 2 1/2" Lg. PFH WS. 6' When attaching the sfHke jamb & ■ siderts jamb use ; j' 10 x 1 314" (2)#B x 2 1/2" LG. Lq. PFH WS. �j PFH WS (2)JS X 2 1�12" LG. _3 PFH M ?a SET sEt DETAIL H CoASTAL DETAILALUMINUM ASTRAGAL ALUMINUM ASTRAGAL i 'D _ DEUIL' i ATTACH � LT STRIKE AS SHCWN. a — N MI THRU FOR DRILL THRL' TO FRAW Ft'.R � _ A -M7"o BXT DEEP A . 87E�t� ��, A' ENOUGH FOR A 1 " ENGLI ;H FOR A 2' BOLT THROW T THROW 1 .B r S" �. a s" 3' B^ ALUMINUM ASIRA.GAL . COAST-q- ALUBaTN6V AS R,,5rA i? GEML 'F" ?TF^?Sa�F eEE ^uLTA1L C ASTRAGAL THROW BOLTS AT THE THRESHOLD Os/30/02 11 t 4tL , P. OU,3 — — W. . W.. Building Consultants, Inc. Q�mking a14d a& ing Services for the Builliing Indust—, P.O. Box 2 ? wial*co, TG 33594 Phow 813.659.9197 Facsimile 813.559.4853 - ni".�sn-'D' U Corp. 1QUMWAW oac1 Baler, IN 46721 i� 260,=.5911 Fad 260.068.5140 DOCRUMON OF UAIL TT MWd Dom " apt; Ce,�id3fi1 ah Swr. S FibeTgws. . (Opaque) with or wWmxd Sid-. piles S-exe: wq 3s 3'4 x O'9 U S*1rr'g C-= ft ratioail: X, OX0, X0, oxr .-VK 'fi OXXO GetwW crVtlem: 11w head at'3c1 i=ft axe weed me=virtg 4 5"; x 1.25" with an extruded aluminum ihsed old. ills err P&MIS MW swdiw pastels are l Ar thia and oeesist of two SMC skim with a thickness of 0.110" for the Fiber Cps mic he icy ` or the SMeawth star Series with a s.UM thicimus of 0.0?0" 5l w a glued to wood stiles and r9ils with a 1 m6mv. � t rc. he glazed si €ire row w reoem Ur tcwpc ad or 112" insulated hmpered lip lice inam or integral clash wed litm lsq Therl= -TM' - (1707.4.3 H%L— r imp A. its 1707.4.5 aOons Dom A.s. ltalies) Tea ' • A C% lAV. M == Daly " RM2q No. ccf4imr ' I iROM Mx� V 2(i01 01-741-10703.0 Wea.011)1ncy, P. T. 93: i�El 1 A3"M E330 ETC - RaduMar, NY Mey k8, 2001 01-74)-10701.0 WwAW] haatey; P. E.1'54 k 3? Air Prch=eOctolw :19 2001 01-741-10593-0 Mat Pnmu, P.E. #53706 M'Xy 1'7, 2001 01 741-10703.0 We"141 klmmr, P. & 954112 TA9 ?dYl PO. cad EgAry Ew— - Redeow, NY May t;, 2mi 01-741-t0701.0 Woodall )lwmay. P. E. 054158 Oacbrr 19, 2001 01 741-10593.0 Marla P P.£. A33-m May 17. 2001 01 741-10703.0 WcDdei131rae'y, P. E. 054158 Agn4E331 M. -Rct =ff,Nw May13.2wl 01-741-10701.0 WOWW1Bsnay,P.1; 95-4159 ;?stt�rsti� Oaaba 19 2001 01-741-10593.0 Jhur-k P.e 153-T.0 May 17, 2001 01 741-10703.0 Wa &-U Naaxy, P.13 93415ft A3MEM Air "h.'.GL.ica EM-3iodwin; NY may Ia, 2001 01-741-IOMI.0 Wm&ji Jimmy, P. E 0341.32 i OdAiYX 19 2001 01-741-10593.0 Mark Pw=O, P.R. $"3iM TA$ :A1r:03 � mi"Lia Fill N/A N/A NiA :,�ii�Y are d a'mbsdav sad � 1 f'�s ot'x s r%razr� stet atiiifrfiaa cr4uia. •"rdisytna'ad :+sat Ae sGmaed tc trW r+iadbwno ddJcis . E� �i'itt ilk: C0� t10A lbrt,Inun Ske Design Preswre Ratinp S' X Up To 3'0 x 8'0 + 67.00 = 67,00 Sit#w)ilh Sidelites XO OX, OXO Up To 5'4 c 8'0 + 47.00-.47.00 Ally Astragal Coastal Mai Asi1� . 3 Oppme DomWe XX i To6'0 a 8'0L40.00 - 40.00 + #7,00 - �47.00 =with Sltle!stz OXXO ) i Q WA x 8'040.00 - 40.04 + 47.00 = 41.00 ftt i. Evoluawdfor use in kxmfiom aiRwrins to the Florida 1kh1 og Code and wbcm pressure raprirenmus as aitxnai itd v; AS" 7 MWimm Daip'.asdea for DrWA;wp and Ost¢ r Siraciares do not exceed the design pressure ratings h2ned a bon". 2. ft;w5m ry inw.-Aeficms ;ghee ills s*--back is lean 3mm 1-102 inches OC section 1707.4.4 Anchorap Mdho& and sA>sec0=- 1 7077.4.4.1 and i %07.4.4.'_; sue dicer T3pcw type concrete ancbm must be substihw d and the �=sth mist €Aa mwA tut a la munim 1-1/4" of ttm Tall into the masonry wall is obtained. 40' ;7' Qrt;M 1lUUM F1wda Pzw-f28a'.1,°t�.a1 E:igi: s - Seal No- 434019 May 22, 2002 Lyndm F. "fie ` 19-Wk xae wh Lam Drive Lutz. FL 33559 01: 48pn p . vtF9 0S/30/02 `I he Tr O FiberClassic I Smooth Star log -swing Fiberglass Dwr Ala.Amwn Sjze Up To 8'4 x 8'0 s o' s ;1- �-._ 3.0" 3.0' 6.0' 3.0 3.0' SEE DETAiL ften attaching Sidelite the above anchoring applies. SEE MOTE - 110 x 2' LG. SEE YT1kL 110 3/4' LG. 10 x t LG. F'FH w5 PH w5 SEE MOTE iA- _ .110.x 3/4" LG. PF. ! WS EAU €TAIL C' Note: 1 When attaching the strike & --^i 1--' 6" 6' - 4 F'- : deodbott plates to the elms ,,k NOTE: All carimeter screws are buck use � 10 x 2" Lrt. Pf,� w� B x 2--1 2" PFH WS. when otkw-,,Wg the strike SEE deo&oit plates to the usfrag d U7A;L T* use 184 2 1/2" Lg. PF H WS. ;o When otttrching the strike jamb 3c sideNe jorre4 use A10 x i- 3/9" ( - Lq. PfM ws (z) a x z T/FH WS (2)8 X 2 112- La. Pftl 7315 3 .r Zr.- qj SEE ; 0ET1kL '� ALUMINUM ASTRAGAL C ASTLV- >- DETAIL "C" 1UAt1?+bki r^?"rt6G 'D- DETAIL "c^ s eel s ATTACH STRIKE L T RO O T PLATE To FRAME AS S1 Ot". s DRRL THRU FOR DRILL TPJW P07R A .357'A BOLT OffP A .357"0 BOLT DEEP e ENOt1CM FOR A i " ENOLQ4 FL-fi A 2' "B BOLT THROW T THROW y 1 ALUMINUM ASTRAGAL Ait19AfML7}1 AS-iRAG. ,, DETAIL "F" ASTRAGAL THROW BOLTS X Aft 'r AT THE THRESH= tel: 4 3 2 1 yLu» (5) INTEPMEOIATE mLEs FOR Id' WIDE rKJaR. REVISIONS SKINT ATTACHED W/ TOG-L-LOC (TOP W BOY) REV. NO. ZONE: GATE: ECN N0. APPVD: DESCRIPTION AND URETHIANE AONESNE (ALONG CENT EA) 1 I aq I it/on I MWW I QTY (1) WAS (2) FOR TRACK BOLT OPTIONAL SSS GLASS OR -0-- A 1 //B• AGRYUC LIFTS AVAILABLE (5EE SECTION B-B) 20 GA MIN, END STILES ATTACHED TO DOOR SKIN WMH PATENTED TOG-L-LOC SYSTEM (TOP, BOTTOM k CENTER). HORIZONTAL DOOR -- _— - NEW B• STEM STEEL FLAG BRACKET. FASTENED TO WOOD JAMB PATH le•al-5/B• WOOD LAC SCREWS. LISTED FT2" HOTF: DOUBLE TACK FIGUR DON LOW HEADROOM IS AVAILABLE AS M OPTION I DOOR C Wes. -C• [HEIGHT L• 70 aLV. STEFI_ TRACK.RACK TH9CNNE55:.000• _ LOCK POSITIONO (4) 2-1/YaAC CA GALV. STEEL IRAGI( BRACKET. q (BOTH SIDES) TWO POINT LOCH (!) TRACK BRACKETS PER SIDE. � LAIR TOPBRACKET SPORT#9606CGK`"20FI7K C CB•RS ] a U DOUB E TRACK PA ONE S 0 ON 1 OW HFAORODN DPTaN SECTI .)ref %IfcS/E• SHEET 11ETA1 SCREWS LOCATION OF - N-- A - OPTIONAL OUTSIDE KEYED LOCK POSMON z "� OPTIONAL VENTS AA(. DOOR WqM 18'-0' V � 0 ^ 1/4'aJ/a' SELF INCID�F,�I .`/ATID� ` r TAPPING SCREWS. ArEACHM . � N_OIE 1: 1 2•a] UG SCREWS ON 19 CENTERS. I 0.0. MW. O � DOORS UP i0 )'- NIGH CONSIST OF {) SECRONS SHOWN1. FROM FRAME WITH U.V. WASHER pEWWED. lN: SCPEWS'MAT BE COUNTERSUNK Na�,� Q S ( a ////""""'''' CGTING ON OUi510E SURFACE ) v STOP MOUNDING BY 000ft WSTAl1ER (TO SllfT) DOORS OVER 7'-0 HIGH CONSIST OF (5 SECTIONS (NOT SH WN), (BUT NOT pE011WE0 TO PROVIDE A FLUSH IAOUNTRIC Y SURFACE HOR120NTAL JAIJBS 00 NOT =IMDR LOAD. �I}� T 20 GA WN: GALV. STEEL END STALE 2aB Y�PWE JMIB , B B GLASS OR DPTIDNAL l0 SCREW Z 20 CA GALV. STEEL INTER. STILE B -' 2' MILK / 1/B ACRYLIC LATE WINMW LATE Y••� py`•a"�•yfE1"d'1E MOLDED INSIDE J SECTION R-B I W STEEL LMCK / LATE RETAINER BRAC W000 JAMB 25 GA MIN. STEEL #8.3/4' PAIN HEAD SCREW WITH ONE 5/16• • U0 SCREW SKIN COATED WITH 'G-40 MIN, (10 SCREWS PER UTE) B a/ SLEEVE ANCH0115 ON 21 CENTERS (C-90 p K BRACJ(ET. GKVAN121NC, RAKED -ON PRIMER, OCN) OR If• CEHIEflS (2.000 P51 MW. CONCRETE) OR 7/le• IB, ROUND PUSIiN T \ ABAKED-ON POLTESTER - SNAP LATCH ENGAGES I//•a1• TAPCCOON SCREWS ON 17-1/3• CENTERS (2,000 FASTENER (ONE PER ROLLER) ` GALV. STEEL.. GE TOP COAT APPLIED TO BOTH 12 G. GALV. STEEL TOP P51 MIN. CONCRETE). WAS WCLLEN EqU SIDES OF STEEL SKIN. ONTO VERTICAL iRAL'1(. SLEEVE ANCHORS, 1 0.0. MIN. WISHER PEOVIRED 2• CALV. STEEL ASIENED TO Ia GA GALV. STEEL ROLLER HINGE F.A.S.- AND TO INTFR:nSTIIES ) ROLIEfl BRACKET. EACH ONE SNAP LACH ONH TAPCOt15. ANCHORS WY BE COUNTERS 12 CA GKV. STEEL BRACKETS. FASTENED TO ENO STILES EACH W/) �14a5a" SHEET ET SCR BRACKET ATTACHED W/(4) INTER STILE EACH SIDE OF' DOOfl. (BUT NOT REQUIRED) TO PROVIDE A RUSH TRACK ATTACHED H BPKKET (�I IaS((B• SFI iET HELL SCREWS NI /14.5/a SHEET METH. MOUTHING SURFACE HORgOMAL JAIABS 00 N07 WITH ONE 1/1•. E k HUE CI) 1/4'a3/4 SETF TIPPWC SGiEWS PER ENO HINCE. SHIP LAP JOINTS. SCREWS. TR/NSFER LOAD, DR 7W0 OlA NETS. OUTSIDE KEYED HANOEE END Pyni 2• DIA SHORT.STEM. 10 BALL STEEL ROLLER, 14 G. GALV. STEEL S�TIDIE STIE MARK WESTFAFIELD, P.E. - ENO HINGE. EACH INTER. FASTENED TO ENO PREPARATX)N OF JIJIRS BY OTHERS =01H C-C FLORIDA P.E. 0495 STILES W/(4) 114a5/B• INSIDE HANDLE STILE - - _ NORM CAR I RE /23832 SHEET. METAL SCREWS - 3• TN1 U-BAIT k (4) 1/4•.3/4• SELF OUi591E NEYEn LOCH LOCK BAA 20 G. CALV. STEEL TAPPING SCREWS. SNAP ATCH O.K OPTION ENGAGES IN DESIGN LOADS: +24.0 PSF @- -24.5 PSF MIN. YEILD STRENGTH: 50 KSI TRACK ON SKIL2: THE DESIGN OF THE SUF ME PG FERSIONAL ELEMENTS OUTSIDE EACH SIDE SKILL BE ME RESPONSIBRJTY OF ME PROFESSIONAL OF TEST LOADS: +36.0 PSF k -37.0 PSF HANDLE OF DOOR. RECORD FOR THE BURDWG OR STRUCTURE AND W ACCORDANCE C I 3- I- 3• TALL a 20 Gl GAIN. STEEL U-BARS ENO SLIDE iXJLT WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON pbgruL O—m m ff. 4GxFD H ew[ - I W A 2-1-2-1 PATTERN I.E. TWO U-BARS STILE LOCK ENGAGES THIS DRAWING. aTW A nMam sFAL (EM9oaal. PART NO.: A 1-7/B ON BO TOY SECTION, ONE U-BAR ON NEXT INTO VERTICAL SECTION. EEG.). EACH U-BAR ATTACHED TRACK. ONE Unlaaa Stolad OIAarWiaa 312 Walnut SL SU(a I600 WITH 1/41] 4• SELF TAPPING SCREWS LOCK ONDmz KE& JOCKC.Me.nu.1/Pr°pH.lary Int.m=U°" IDEAL Cincinnati OH 45202 PER STILE L TON. EACH SIDEjzr ING°T CLOFAY BU= PRODUCTS 00. TOLERANCES ara 1a1. No. I-CIS-361-4600 I OF DOOR. 1, <anl°Imd N...9. aM — a<L duals ma O�pyi FaA No. I-513-762-3519 a I'd ...d. °..a. ap".a. ,0 = i.m I DF RD T —d. °.aupN., °< dbtHbul.d - .00 a 1.015 / SECT10H A -A (SIDE VIEW) L CIDF c'_� .IW.°l n, yydnr <.n..nl. FI— Ip DESCRIPTION: MODEL 6R5T W4 16-0 x 8-0: 24 -24.5 DESIGN LOAD LOCK OVIION ab.w. ltd. _au may n uft In .000 = 4,DO5 I] GA GALV. STEEL BORON BRACKET. l✓ 0°bPih to..rry,0000 = i:.D01 DRAWN BY: BMM DATE: 4/18/OO SCALE: NTS I ATTACHED WITH (2) f14.5/5' SHEET METAL SCREWS. M..., r.,wwa u...nom. DWG. R ALUMINUM EXTRUSION / / Degrees = t1/T CHECKED BY: MWW DATE: 4/18/00 SHEET 1 OF 1 SIZE 1J k VINYL WEATHERSTRIP. ,�` Ate✓ Third Angle + _ Unlaaa Stated OMan,laa Projection DIMENSIONS ARE IN ACHES. DWG. NO.: 102138 REV. N0. 1 It 4 3 MODEL' 6RST (25 GA: STEEL SKIN) MODEL' 4RST (24 GA. STEEL SKIN) LISTED OPTIONAL OSB GLASS OR I /8" ACRYLIC LITES AVAILABLE (EE SECTION B-B) (1) INTERMEDIATE STILE 20 GA. MIN. END STILES ATTACHED TO DOOR ATTACHED W/ TOG-L-LOC (TOP & BOT) SKIN WITH PATENTED TOG-L-LOC SYSTEM AND URETHANE ADHESIVE (ALONG CENTER) r — A TOP, BOTTOM & CENTER). � is i, OfV I REPORT#9606C m - � ZS GA. MIN. LOCK POSITION ATED STEEL SKIN COATED PRIMER, ( BOTH SIDES) WITH ABAKED-ON rn r TWO POINT LOCKING AND A BAKED -ON POLYESTER TO BOTH TOP CS DES OFOAT APPLI SDTEEL SKIN. ONE 3" TALL x 20 GA. U-BAR (50 KSI) PER DOOR SECTION. END SLIDE BOLT STILE LOCK ENGAGES INTO VERTICAL 1 ® TRACK. ONE LOCATION OF OPTIONAL VENTS " A LOCK ON EACH SIDE M OPTIONAL OUTSIDE KEYED LOCK POSITION OF DOOR. MAX. DOOR WIDTH 9'0" ;! LJ i INSIDE SLIDE LOCK OPTION BOLT O X 14x5/8" SHEET METAL SCREWS NOTE 1: J DOORS UP TO 7'-0" HIGH CONSIST OF 4) SECTIONS (SHOWN)). DOORS OVER 7'-0" HIGH CONSIST OF (5� SECTIONS (NOT SHOWN), 1 REVISIONS REV. NO.1 ZONE: I DATE: I ECN NOA APPVD: I DESCRIPTION 1 I A4 1 II/00 - MWW OTY (1) WAS (2) FOR TRACK BOLT �- 2' THICK 3" TALL U-BAR - HORIZONTAL TRACK SUPPORT BY 20 GA. GALV. STEEL DOOR INSTALLER (TO SUIT) D _ 13". �— 1-7/8. L ., IS OA. GALV. STEEL FLAG BRACKET. Is GA. GALV. STEEL TOP .EACH FASTENED TO WOOD JAMB WITH ROLLER BRACKET. EACH (3) 5/16"xt-5/8" WOOD LAG SCREWS. BRACKET ATTACHEO W/(3) /14.5/8' SHEET METAL NOTE: DOUBLE TRACK SCREWS. rS LOW HEADROOM IS 0 TRACK CONFIGURATION AVAILABLE AS AN OPTION SHIP LAP JOINTS. _ DOOR 14 GA. GALV. STEEL pD HEIGHT "L" END HINGE. EACH 8 - 6 -6 70 FASTENED TO END 2" GALV. STEEL TRACK, 7 -0 76 STILS W/(4) /14.5/3" M MIN. TRACK THICKNESS: .060" SHEEP METAL SCREWS h (4) 1/4'.3/1" SELF 8 -0 88 - TAPPING SCREWS. � TYP. 2-1/2"x12 CA. GALV. STEEL TRACK BRACKET. [3' TALL . 20 GA CALV. z (4) TRACK BRACKETS PER SIDE. STEEL U-ITAR. ONE U-BAR 2 PER SECTION. EACH U-BAR ATTACHED w WITH TWO 1/4"x3/4" SELF TAPPING tL0.0 LHR TOP BRACKET SCREWS PER SRIE LOCATION. "?RACK OUBLE HORIZONTAL FRONT FRAME WITH U.V. COATING ON OUTSIDE SURFACE DOUBLE TRACK <J GA cALv, STEEL BOTTOM OW H AnROOM OPTION 00 O �R1;IGAL IAMB ATTACHMENT yW000 FRAME BUILDINGST BRACKET. ATTACHED WITH TWO n (� 1/4"x3/4" SELF 1/2 z3" LAG SCREWS ON 24 CENTERS. I. O.D. MIN. 114.5/3 SHEEP METAL SCREWS. II SSB CLASS OR OPTIONAL 10 SCREW o WASHER REQUIRED. LAG SCREWS MAY BE COUNTERSUNK ALUMINUM EXTRUSION - WINDOW LITE TAPPING SCREWS. 1/8" ACRYLIC LITE 14 GA ENO HINGES 18 GA INTERMEDIATE HINGE (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING h VINYL WEATHERSTRIP. SECTION B-B SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. cFGTION A -A (SIDE ­1 VIEW B. J'ECLE (((''' STOP MOULDING BY DOOR INSTALLER (TO. SUIT) 2x6 YELLOW PINE JAMB 1 / / r 20 GA. MIN. GALV. STEEL END STILE 20 GA. GALV. STEEL INTER. 12 GA. GALV. STEEL TRACK BRACKETS FASTENED TO WOOD JAMB - WITH ONE 5/16"xl-5/8" LAG SCREW PER TRACK BRACKET. #8x3(10 PAN HEAD SCREW ENO VERTICAL JAMB ATTACHMENT (G-90 BLOCK OR (10 SCREWS PER LITE) I BETE COLUTANI: MOLDED INSIDE- STILE 3 8 x4' SLEEVE ANCHORS QN 21 CENTERS (BOTH LITE RETAINER INTER. C-90 BLOCK OR 2000,PSI MIN. CONCRETE) OR .-SNAP LATCH ENGAGES STILE _14s,�'. 1/4"x4" TAPCON SCREWS ON 24" CENTERS (2,000 PSI MIN. CONCRETE), WASHERS INCLUDED WITH SLEEVE ANCHORS, 1" O.D. MIN. WASHERS REQUIRED WITH TAPCONS. ANCHORS MAY BE COUNTERSUNK INTER. STILE (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL. JAMBS DO NOT TRANSFER LOAD. OUTSIDE KEYED HANDLE 18 GA. GALV. STEEL CENTER HINGE FASTENED TO INTER. STILES W/(4) - 1 #14x5/8" SHEET METAL SCREWS. 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 �I4x5/8" SHEET METAL SCREWS AND - WITH ONE 1/4"x5/8" BOLT & NUT 4) 1/4"x3/4" SELF TAPPING SCREWS PER END HINGE. OR TWO 1 /4" DIA. RIVETS PREPARATION OF JAMBS BY OTHERS 2" DIA. SHORT STEM, 10 BALL STEEL ROLLER. JAMB CONFIGURATION 1 SECTION CSC _EGTION C-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 THIS DRAWING. - NORTH CAROLINA P.E. ,#23832 /I A ONTO VERTICAL TRACK ONE SNAP LATCH ON EACH SIDE OF DOOR. OUTSIDE HANDLE LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR. �- END STILE QUTSIDE KEYED LOCK LOCK BAR LOCKING INSIDE HANDLE DESIGN LOADS: +25.0 P.S.F. & -32.0 P.S.F. OUTSIDE KEYED LOCK - TEST LOADS: +37.5 P.S.F. & -48.0 P.S.F. SNAP LATCN LOCK OPTION wlixmwm aiim s�v�i (r�`"`xe°vut."I` PART NO.: - epnce U.1 Staled Otb.nl.. 312 Wdnut SL Swl. 1600 c.nraMu.VPr.od.t«r w«m.u". IDEAL Cincinnoli, OH 45202 a Clover auenlNc PROIXIGTS m. TOLERANCES .r. Tel. No. I-50-381-48W .0 � t.03 Wm ma onvAl Fax No. 1-513-762-3519 .Iwwl II, cd.• <..+."1. F.ilu.. 1. .00 t.015 DESCRIPTION: MODEL 6RST W4 9-0 It 8-0: +25 -32 DESIGN LOAD .b.vv. wl. rwe<. mq n.wl M .000 v f ,005 n.wxry mr .� e.m.a., ..e pppp >. t ppl DRAWN BY: BMM DATE: 4/18/00 SCALE: NTS DWG. au.. rowl�q w.rdr.m. Degrees t 1/2' Third Angle. CHECKED BY: MWw DATE: 4/18/00 SHEET 1 OF I SIZE Projection DIMENSIONS AREUIN INCHES. DWG. NO.: 102137 REV. N0. I 2 Ur1: 13':*°iiI11?17V W1, 141 fvA1e :-f "%3„ Vnb-l2Ww l916. e, wrau j:jd u 6il Jd S;tJU 90AN `JJ7. m U July 18, 2002 Alan Plante, Chief Plans Examiner Norm Smith, Deputy Building Official Orange County Building Division Administration Building; lst Floor 201 South Rosalind Avenue P.O. Box 2867 Orlando, FL 32802-2687 (41)7) 836-5760 mANUFACTURIER NAME-. MASTER JUICE :j� RE: Florida Extruders Fenestration Master -file 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 Masterfiie :for an Alternate Nailing Schedule and Installation Instructions. These Alternate Nailing Schedule and Instructions can be used in lieu of the No. 8 Wood Screw required by the installation drawings. Attachment No. 1 includes a table listing all Florida Extruder drawings in the Orange County Fenestration Masterfile affected by this engineering statement.' Attachment No. 2 includes the specific Alternate Nailing Schedule and Installation Instructions. Attachment No. 3 includes the analysis methodology used in the development of the . Alternate .Nailing Schedule and Installation Instructions as well as a sample calculation. Any questions should be addressed to the undersigned. Thank you. 2540 Jewett Lane, Santord, FL 32771-1600 - (407) 323-3300 Fax (407) 322-3507 cd woza::a zaa� 6a das co�S3�d L0: Qcutpltr. ! XLd �uaur�lezaQ 7n C.. 'rders Regards,. PE Sealing Statement: The letter was signed and sealed with an impression seal as required by Section 6IG15-23.001, F-A_C. A charcoal pencil was applied W ._ the impression seal to facilitate reproduction- CENTRALFLORIDA B_ 0. A_ k . MANUFACTURER NAME: MASTER FHE # .t/ �J � 7 — — ► ul_ 3 0 2002 fie: 2�02-LTR-itY+-014 •--�._._.._ 2540 )ewctr Lane, Sanford, FL 32771-1600 • (407) 323-33DD • fax (407) 322-3s07 2 �d WdM : Te 7-ow 60 daS i'6C53 9�8 L0tr -ON XC lQdap 6uIpj;ne WO83 ____ .-iawoZsn') oan7eA d6S:2D ZD. 6D alaS Alternate; Nailing Schedule and Installation Instructions - Analysis Methodology and sample Calculation. Load Distribution based on.AAMA 103.3-93 Pr'Ocedura) Guide and centroid location based on common shape geometric formulas_ M. vhL1 1dt% • MMf < 1-0 Mc htwdm- WN ► 1.0 AAMA 101.3. C"0 3 LO&O Dif tRibubian AAMA 103.3, Cr t Lid DI_e:M�tlon Florida Extruders Drawing No. FLEX0026, FLEX0029 and FLEX0030 -d /J L Eyebrow Arch - Fixed Lite 5„ Half Circle - Fixed Lite Florida Extruders Drawing No_ FLEX0037 Rectangular Load Distribution (where A = Area Al or A2 dependent upon H/W) Triangular A = V2 (b)(h) where: b = Jamb Height (H) or Head/Sill Width (W) a = W - 2(H/2) or H - 2(W/2) Trapezoidal A = r/z (h)(a +. b) h = H/2 or W/2 2W )eweit Land, 954bed, FL 32771-1600 : (407) 223-338d . Fax (4b7) 322-2w S 9d WdL0:it3 ZOeZ 6e 'dzS Z6.S9E8 Lob : 'ON XOJ� luawqledaQ 6ucpling WOtl� cn daC L_:Izw Z11C.. CA C) Y UfLr- C AAME : MffAztaw�� r� d-frc rr rx MASTER FMI # 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 = '/i(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 '/ " and frame thickness Is 0.50" Embedment is 2.375 - .5 - .050 = 1.825" Nail Allowable at full embedment = 1.825(38) = 69.35 lbs., use 69 lbs. Number of Fasteners = jLoad Area (psF) x Design Pressure (psf)] J 69 Number. of Fasteners is rounded up to the next highest full number, Load Area is as shown above_ Design Pressure was based on 45 and 70 psf. Fastener Spacing: Based on: One nail is required a maximum 6" from each corner of head, sill or .jambs. ' The number of fasteners required for each head, sill or jamb based on the [Loading Area x D.P.]/69 For each head, sill or jamb, the spacing of the required fasteners between the end fasteners is determined by dividing this space by the number of fasteners required between the end fasteners. This is. done for each of the configurations and a worst case spacing developed for all series window sizes at 45 psf and 70 psf. Example Calculation: Single Hung Window, FLEX0026, Size 25, 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 = 'h(W/2)((H-W)+H)) o Yz(36/2)((62-36)+62))/144 = 5.5 SF A2 = 'h (W/2)(W)/144 = 1h(36/2)(36)/144 = 2.25 SF 2540 3:ewett Lane, Sanford, FL 32771-1600 - (407) 323-3300 - Fax (407) 322-3507 6 Ld WddO : TO EOW 60 'd�5 ZI-Gt7 8 Letr 'Q I XU3 lu uedaO 6u l p l I ng : wod=i do c : %ri %n Pn cl a S I P.�ICIICI JFJu a1a,. • •a—a+v, .r. \.. rrv.>.+ .+. •+ •r-�/// l\. r/ • +/ _ (36 - 2(6))/((3-2)+1) = 12" A similar calcu:ation was performed for the 45 psf D.P. In turn, this calculation was duplicated for all applicable window sizes. The enveloped spacing was developed. based on enveloping similar results from all of window sizesgrouped by the different series windows to arrive at the recommendation of Attachment No. 2. Spreadsheets were developed to mechanize the repetitive calculations. K.�ar. w.am — MANUFACTURER NAME*- MMA 707.3, Gsv 'f Load Dlcirbvi5onM. .STER FILE 2340 JewcV Lane, Sanford, FL 3Z771.16D0 * (407) 323.3300 a Fax (407) 322e3507 7 8d WdV@ : TO Ze Z! 60 'daS z6V59'c.8 LOd : -Ct-A T:tij 1_uD uj..ledaa 6u t p I i ng t iJt13 Sep 09 02 02:59P Valued Customer. 1407), 8341-9029 P-g Alternate Nailing Schedule and Installation Instructlons - 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/z". Sheathing thickness greater that Ya" 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, Halt Circles, Full. Circles, -Ovals and Octagons. 45 PSF Design Pressure: Maximum of B" on centerline. 70 PSF Design Pressure: Maximum of 5" on centerline. CEN T HAL FLO.."IL`�A B.O.A-F`- A'>iAN-LT,ACTU�I' � � NAME: MASTER FILE # .>nuIUsu, rL .34//1-1dVU (4u/) 323-3300 + Fax (407) 322-3507 4 sd wcEe:ie Eeea 66 -daS ZbtS9CH Z.&I : -ON Xt-i 1uaw141E'daQ GUIPI ng LIONS Orange. County Fenestration Masterf le List Alternate Nailing Schedule. Drawing Applicability -.Fin .Frame.Wind.ow_ M �ISFP�IP - No- Dw . No. Descri t3on 1 FLEX0029 Horizontal Sliding Window XDX - Fin 3 FLEX0026 Sin le Hung Window - Fin 4 FLEX0030 Fixed Window - Fin 4 FLEX0037 Designer Fixed Window —Fin Half -Circle and Eyebrow shown_ Applicable to other configurations note 9 an FLEX0037) FLO.RWA B. O. A. �.. . MANUFACTURER NAME: �L r�Gf�LC-emu c�C r� MASTER R FILE # 2540 Jewett Lane, Sanford, FL 32771.-1600 (407) 323-3300 •. Fax (407) 322-3507 3 t7d WCEO:10 F-03E 60 'daS Z6pS3Zq Lop 'Ui Xdd JUDU4- edZ0Q 6u c p l i rig WOidj -�ja L���del 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 arid Plan Examiners, The question dealt with in this letter is the applicability of approved testing results for a single hung window with a straight head .versus. extending those test results to a single hung window with a -half radius or full radius head. The Florida Building Code requires testing and labeling of Exterior Windows and Glass Doors as follows. , §1707.4.2 Exterior Windows and Glass Doors. §1707.4.2.1 Testing and Labeling. Exterior windows and glass doors shall -be tested by an approved independent testing laboratory, and bear an AAMA or WDMA or other approved label identifying the manufacturer, performance characteristics and approved product evaluation entity to indicate compliance with the requirements of the following specification: ANSI/AAMA/NWWDA .101/I.S.2 - 97 Florida Extruder'-; approved testing reports for Milestone Single Hung Windows used a straight head extrusion in the tests. These tests where. performed to the ANSI/AAMA/NWWDA 101/I.S.2 - 97 specification with structural testing to ASTM E330 as required by the AAMA 101 specification. ANSI/AAMA/NWWDA 101/I.S.2 - 97 Specification, Section 2.2.1.5 indicates that the single hung window test specimen shall be the largest size for which acceptance is sought under this spec but in no case less that the minimum size required to meet the Gateway Performance Requirements as defined in Table 2.1. When extending test results to windows of other .configurations or to windows of smaller sizes, the following must be considered. 1. For other configurations, that the difference does not affect the test results. 2. For smaller window sizes, that a methodology grounded in sound engineering practice is used to extrapolate test results to smaller windows. 2540 Jewett Lane, Sanford, FL 32771-16C0 • (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'-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 11S, Doors and Windows states: "All sizes of doors and windows are not required to be tested. If samples selected for testing represent the critical parameters of the range of window sizes covered by the proposed Evaluation Report. The samples tested shall be randomly selected from regular production units and installed on the test apparatus in a manner representative of the manufacturer's published installation instructions." The independent testing laboratory will test that configuration enveloping those critical parameters, as is the case with Florida Extruder Milestone Window testing. Therefore, based on the above references, reviews, and discussions, it is concluded that the test results for the straight head single hung windows are also applicable to the half radius and full radius head single head windows. Any additional questions can be addressed to the undersigned. Thank you. 2540 Jewett Lane, Sanford, FL 32771-1600 • (407) 323-3300 + Fax (407) 322-3507 . 2 File: 2002-LTR- RJA-019 2540 Jewett Lane, Sanford, FL 32771-1600 • (407) 323-3300 • Fax (407). 322-3507 3 Fkxi a AM Emfudals aL ]Lily 18, 2002 Alan Plante, Chief Plans Examiner Norm Smith, Deputy. Bulldifig Official ; Orange County Building Division CE � t�;,L VAT ORI A B, 0-A-�` Administration Building, 1st Floor�����,�� e 201 South Rosalind Avenue P.O. Box 2867 �� ' " Efi fi✓c% ✓S .- „r: Orlando, FL 32802-2687 MASTER FILE,# (407) 836-5760 RE: Florida Extruders Fenestration Masterfile Update — Alternate Nailing Schedule for Fin Frame Windows Messieurs Plante and -Smith; This letter updates Florida Extruder Fin Window installation drawings contained in the Orange County Fenestration Masterfile for an Alternate Nailing Schedule and Installation Instructions. These Alternate Nailing Schedule and Instructions can be used in lieu of the No. 8 Wood Screw required by the installation drawings. Attachment .No. 1 includes a table listing all Florida Extruder drawings in the Orange County Fenestration Masterfile affected by this engineering statement, Attachment No. 2 includes the specific Alternate Nailing Schedule and Installation Instructions. Attachment No. 3 includes the analysis methodology used In the development of the Alternate .Nailing Schedule and Installation Instructions as well as a. sample calculation. Any questions should be addressed to the undersigned. Thank you. 2S40 Jewett Lane, Sanford, FL 32771-1600 • (407) 323-330t, . �aX (407) 322-3507 t ad Wd7PI : Ie, Z00C 60 ' daS Zts6 ,S9i=3 Let, : 'pit Xd j luaun-Led na 6u t p l t ng c72rl _ co r n+.1 -lawo-zsn-i oanTeA dE;S=ZD ZD 6D daS Regards, Robert ). Amoruso, PE 'ram oruso pe(apfloridaextruders.com Florida PE License No. 49752 Florida Extruders International, Inc_ Certificate of Authorization No. 9235 Cc: Earl Moore/FEI File PE Sealing Statement: The letter was signed and sealed with an impression seal as required by Section 6I G35-23.00I, F_A.C. A charcoal pencil was applied to the impression seal to facilitate reproduction. C-Ei NTRA -L FLORIDA- AL4NUFACTURER NAAW MASTER FHk E -t� )JUL 3 0 2002 *:F = 254o Jewcrt Lane, Sanford, FL 32771-2600 • (407) 323-33DO • Fax (407) 322-3507 2 WdzO : L0 i'_00Z 60 da �d S Zbt-59m L0>= 'ON xuzi 1u +ed� 6uiPi1r+g W083 t c�nc--6C,Q r z n4,1 -iawo-asn7 pang en 2O z0 60 d0S Methodology and Sample Calculation Load Distribution based on AAMA 103.3-93 Procedural Guide and centroid location. based on common shape geometric formulas. c.eraa .a�a2 H. 9hUWldfh . H/W � 1.0 McigF,WYidCI ►S/W ► 1.0 MMA 10).). C u. 7 L060 Di. triDvti.. MM,., 103.3, Ca 1 Lwsd Dk-c.:bvdon Florida Extruders Drawing No. FLEX0026, FLEXD029 and FLEX0030 .d eof Eyebrow Arch - Fixed Lice y Half Circle - Fixed Lite Florida Extruders Drawi_n9. .No_ FLEXDO37 Rectangular Load Distribution (where A = Area Al or A2 dependent upon H/W) Triangular A = Yz (b)(h) where: b = Jamb Height (H) or Head/Sill Width (W) a = W - 2(H/2) or H - 2(W/2) Trapezoidal A = '/z (h)(a + b) h = 1-1/2 or W/2 2540 Jewett Lane, Sanford, FL 32771-1600 (407) 323-3300 - Fox (407) 322-3507 5 3d WdEo:To 2!00Z 60 'da5 Z6:S3L6 Loh 'ON XCd luaurllPdaQ 6utpltng WOad ciRG:7n RO 6O day MW . itlr? CENTRAL FLORA B. ©. A_ F• MANUFACTURER NAME MASTER FME # Non -Rectangular Configurations Load Distonution: Loading to the head, sill and/or jamb were based on the centroid of the configuration. For the half -circle shown: where: Al = 1/z(b)(h) b = Sill Width' Atotal = 3.1416(R2)/2 H = centroid of 4R/3(3.1416) A2 = Atotal - Al R = Radius Fastener Calculation: Paslode Nail Allowable = 38 Ibs./in per NER-272 -Nail length is 2.375", sheathing thickness is 1/2" and frame thickness Is 0:50" Embedment is 2.375 - .5 - .050 = 1.82S" Nail Allowable at full embedment = 1.825(38) = 69.35 lbs., use 69 lbs. Number of Fasteners = [Load Area (psf) x Design Pressure (psf)] / 69 Number of Fasteners is rounded up to the next highest full number. Load Area is as shown above. Design .Pressure was based on 45 and 70 psf. Fastener Spacing: Based on: • 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 sparing developed for all series window sizes at 45 psf and 70 psf. Example Calculation: Single Hung Window, FLEX0026, Size 25, Width 36", Height = 62" H/W is equal to 62/36 = 1.72 therefore, therefore, loading diagram for Case. 1 is shown on the next page. Al = ;h(W/2)((H-W)+H)) - Yz(36/2)((62-36)+62))/144 = 5.5 SF A2 = `h (W/2).(W)/1.44 = 1/2.(36/2)(36)/144 = 2.25 SF 2540 Jewett Lane, Sanford, FL 32771-1600 • (407) 323-3300 • Fax (407) 32-2-3507 6 -d WdD0:TO Z00Z 60 -czS Z6vsaza 40. ' "CII XU3 1u;xn-Leda3 601pling LIOZid -,t c:::�.nc_+ ca r n-6 i ia.wo-4snI pang eA d6S =ZD ZD 60 da5 • .7o6da Load on iamb = 70(5.5) = 385 lbs. Load on Head/Sill = 70(2.25) 157.5 lbs. Number of Fasteners Jamb (N) = 385/69 .5.55 b Number of Fasteners Hea-d/Sill (N) = 157.5/69 = z.28 = 3 Fastener Spacing Jambs = (H - 2(Edge Distance))/((N - 2) + 1) _ (62 - 2-(6))/((6-2)+1) = ID" 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: "Cod I . A7- 1 D .. -_Y - e j H.�arsn w.an, six Vic -y FACT V RER NAME: He:ghvWIOM =HW> 1.0 AAMA 103.3. Cacc 1 Load Distransbon MASTER FILE# 2540 3ewett lane, Sanford, FL 32771-160>0 • (407) 323-3300 - Fax (407) 322-3507 7 8d Wdti'@ : TO ZDN �u�wled�Q 6u p i t r�q 13c3 i C7f1C_LC0 (,n4-1 lawossn-i oanTeA drC:;'n 2_D r'e `laS SeF.09. 02 02:S9p Valued Customer.1407) 934=9029 p_6. .r ofidc? �rit ATTACHMENT NO 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 Installation - • Nail shall be installed to its -full depth in the side grain of framing members. Required embedment has considered window frame thickness and a sheathing thickness of- 1/z ". Sheathing thickness greater that Ya" 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 lambs 6" maximum from each corner of Rectangular Windows. Minimurn of one nail required 6" maximum from each corner on Fans, Eyebrows, Quarter Circles, .Half Circles and Octagons. Spacing Between 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 THAL F L O, IDA ]B. O. A.. F. AIANUFACTUKEIt NAME: MASTER FHA 2540 ]ewett Lane, Sanford, FL 32771-1600 - (407) 323-3300 • Fax (407) 322-3507 4 Sd WcEO:Io zeez 60 'da5 ZbvS9E8 L6C : 'ON Xtij }uawj edza Guipl inig WCd_J MaslPr-Fi{P - No. Dw . No. Descri flan 1 FLEXD.029 Horizontal Sliding Window XOX - Fin 3 FLEX0026 Single Hun Window - Fin 4 FLEX0030 Fixed Window - Fin 4 FLEX0037 Designer Fixed Window — Fin Half -Circle and Eyebrow shown. Appligble to other confi urations note 9 on FLEX0037 II I+,�ANUFACTUP-ER NAME MASTER FILE 2540 Jewett Lane, Sanford, FL 32771-1600 • (407) 323-3300 • Fax (407) 322-3507 3 bd WcCO: L0 ZOaZ 60 'daS ZGCIs3s Lot 'ON XNd }uaw4..ipd�Q 6ui p l t rg woo f-i Flomda PMEAlrudeis July 25, 2002 Florida County, City and Local Governments Community Development and Building Departments RE: FLORIDA EXTRUDER MILESTONE SINGLE HUNG WINDOWS TESTED TO ANSI/AAMA/NWWDA 101/I.S.2 - 97 Building Officials, Inspectors and Plan Examiners, The question dealt with in this letter is the applicability of approved testing results for a single hung window with a straight head versus extending those test results to a single hung window with a half radius or full radius head. The Florida Building Code requires testing and labeling of Exterior Windows and Glass Doors as follows. §1707.4.2 Exterior Windows and Glass Doors. §1707.4.2.1 Testing and Labeling. Exterior windows and glass doors shall be tested by an approved independent testing laboratory, and bear an AAMA or WDMA or other approved label identifying the manufacturer, performance characteristics and approved product. evaluation entity to indicate compliance with the requirements of the following specification: ANSI/AAMA/NWWDA 101/I.S.2 - 97 Florida Extrude r's'"approved testing reports for Milestone Single Hung Windows used. a straight head extrusion in the tests. These tests where performed to the ANSI/AAMA/NWWDA 101/I.S.2 - 97 specification with structural testing to ASTM E330 as required by the AAMA 101 specification. ANSI/AAMA/NWWDA 101/I.S.2 - 97 Specification, Section 2.2.1.5 indicates that the single hung window test specimen shall be the largest size for which acceptance is sought under this spec but in no case less that the minimum size required to meet the Gateway Performance Requirements as defined in Table 2.1. When extending test results to windows of other configurations or to windows of smaller sizes, the following must be considered. 1. For other configurations, that the difference does not affect the test results. 2. For smaller window sizes, that a methodology grounded in sound engineering practice is used to extrapolate test results to smaller windows. 2540 Jewett Lane, Sanford, FL 32771-1600 • (407) 323-3300 • Fax (407) 322-3507 1 jod AN {, ITudeis 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.l' 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 i Windows with either a straight head or a radius head, the extrusion section, corner connection; and the glass thickness and style are the same for the straight head as well as the radius head. Further, SBCCI PST & ESI Evaluation Guide 115, Doors. and Windows states: "All sizes of doors and windows are not required to be tested. If samples selected for testing represent the critical parameters of the range of window sizes covered by the proposed Evaluation Report. The samples tested shall be randomly selected from regular production units and installed on the test apparatus in a manner representative of the manufacturer's published installation instructions." The independent testing laboratory will test that configuration enveloping those critical parameters, as is the case with Florida Extruder Milestone Window testing. Therefore, based on the above references, reviews, and discussions, it is concluded that the test results for the straight head single hung windows are also applicable to the half radius and full radius. head single head windows. Any additional questions can be addressed to the undersigned. Thank you. 2540 Jewett Lane, Sanford, FL 32771-1600 • (407) 323-3300 • Fax (407) 322-3507 2 Robert 3. Amoruso, PE ramoruso.pe floridaextruders.com Florida PE License No. 49752 Florida Extruders International, Inc. Certificate of Authorization No. 9235 Cc: Earl Moore/FEI File File: 2002-LTR-RJA-019 2540 Jewett Lane, Sanford, FL 32771-1600 • (407) 323-3300 • Fax (407) 322-3507 3 CONCRETE OR CAULK BETWEEN Disclaimer: The purpose of this installation dro-ing is to present the manufacturers recommendations for IMPORTANT INFORMATION & GENERAL NOTES ONE BY WOOD MASONRY -OPENING WOOD BUCK & anchorage (iie.: concrete screws. wood screws, nails and Vulkem structural adhesive) to achieve the design pressure specified on the fenestration product as required by Florida Building Code. Section 1707:4.4. These notes are provided to ensure proper installation of Florida Extruders Milestone BUCK BY OTHERS (NOTE 6 & 7) BY OTHERS MAS'Y. OPENING Anchorage Methods. Recommendotions regardingflashing.sealing. sealants or other joint sealant practices products and must be followed fully. P Y BY OTHERS E does not constitute a warranty either expressed or implied - CAULK BETWEEN B.W. 1-I/4- MIN. (BUCK WIDTH) GENERAL INSTALLATION INSTRUCTIONS WINDOW FLANGE EMBEDMENT & WOOD BUCK 1-1/4' MIN. ONE BY WOOD INSTALLATION ANCHOR o ° a 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 REWD. Anchor 2) USE SILICONIZED ACRYLIC CAULK BEHIND WINDOW FLANGE AT HEAD & JAMBS. 3/16' DIA. TAPPER -(NOTE 12) 1/4' MAX. K- LocationSILL MUST BE ATTACHED TO THE SUBSTRATE WITH VULKEM 116 ADHESIVE CAULK OR STUCCO BY OTHERS SHIM AS REO'D. 1/4' MAX RIGID VINYL (SEE NOTES) GLAZING BEAD (TYP.) - ', Above Meeting Rail. APPROVED EQUAL. APPLICATION OF VULKEM 116 ADHESIVE CAULK OR APPROVED 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 J/ VULKEM 116 ADHESIVE CAULK, OR APRV'D. EUL. PERIMETER CAULK BY OTHERS _ v (SEE NOTES) FLANGE TYPE WINDOW FRAME HEADER GLASS (TYP.) (SEE NOTES) B.H. (BUCK HEIGHT) FLANGE TYPE WINDOW FRAME SILL PRECAST SILL_------, v BY OTHERS SECTION A —A W.W. A A B C D J B W.H. F H I MIN. VIEWED FROM EXTERIOR E K B I ,.I 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 HUNGS. 5) WINDOW FRAME MATERIAL: ALUMINUM ALLOY 6063. AnChOr Location Below ANCHOR INSTALLATION INSTRUCTIONS Meeting Roil- /E\ GENERAL: 0 (WINDOW WIDTH) 6) NAIL ATTACHMENT OF NON-STRUCTURAL ONE BY BUCK IS 4 FROM EACH CORNER STUCCO BY OTHERS CAULK BETWEEN AND 8" ON CENTER. USE A HARDENED "T-NAIL" WITH A 0.097" DIAMETER AND 1 3/8" SECTION B — B WOOD BUCK & LENGTH (5/8" EMBEDMENT), A HARDENED "MASONRY NAIL" WITH A 0.148" DIAMETER MAS'Y. OPENING AND 1 1/2" LENGTH (3/4" EMBEDMENT) OR EQUIVALENT FOR ALTERNATE SECTION 0 BY OTHERS A-A/B-B, USE A 0.113" DIAMETER COMMON WIRE NAIL WITH A 3/4" EMBEDMENT OR CONCRETE OR EQUIVALENT FOR NAILING NON-STRUCTURAL ONE BY BUCK INTO A TWO BY MASONRY OPENING STRUCTURAL BUCK. BY OTHERS 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 For installation with or w/o one (ALTERNATE) with two by by wood bucks. 7) APPLIES TO ALL NON-STRUCTURAL BUCKS LESS THAN 1 1/2" THICKNESS. NOT INTENDED TO LIMIT TO NOMINAL ONE BY WOOD BUCK ONLY. BUCKS GREATER THAN 1" NOMIMAL (3/4" THICK) AND LESS THAN 2" NOMINAL (1 1/2" THICK) WILL REQUIRE NAIL LENGTH SUFFICIENT TO MEET EMBEDMENT REQUIREMENTS OF NOTE 6. 8) ALL INSTALLATION ANCHORS MUST BE MADE OF CORROSION RESISTANT MATERIALS OR HAVE A CORROSION RESISTANT COATING APPLIED SUITABLE FOR THE ENVIRONMENT AND/OR FRAMING MATERIAL. WHERE ANCHORS ARE USED IN PRESSURE -PRESERVATIVE TREATED WOOD, THE WOOD SUPPLIER SHALL BE CONSULTED FOR RECOMMENDATION OF ANCHORS COMPATIBLE WITH THE PRESSURE -PRESERVATIVE TREATMENT PROCESS USED. 9) ALL FIELD SUPPLIED HOLES IN THE FRAME (IF REQUIRED) WILL BE 3/16" IN DIAMETER. 10) WOOD SCREWS SHALL MEET ANSI B18.6.1 DIMENSIONAL REQUIREMENTS. 11) IF WOOD TENDS TO SPLIT, PRE -BORE HOLES AS FOLLOWS: #8 WOOD SCREW - 1/8" DIA. PILOT HOLE & #10 WOOD SCREW - 9/64" DIA. PILOT HOLE (NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION). [SEE SHEET 2 FOR CONTINUATION OF NOTES] REV DESCRIPTION DATE INI FL0RIDA` EXTRUDERS 12540 JEWE T LANE REVISED ANCHOR LOCATION 4/23/04 R�q CERTIFICATE OF AUTHORIZATION NO- 923s SANFORD FLORIDA IN JAMB OF SIZE 37. NO .. 6 2004 CHANGE IN QUANTITY- TITLE: INSTALLATION DETAIL 1 E ADDED DISCLAIMER AND 7/29/04 RJA SGL- HUNG FLANGE WINDOWS - SERIES 1000, 1 500 & 2000 CLARIFIED LOCATION OF JAMB ANCHORS. DRAWN BY: BB APPROVED BY: R JA DA7E:7/29/04 ISCALE: NTS DWG-: FLEX0016, SHT I _ / TAPPER LOCATION CHART CALL BUCK LOCATIONS IN HEAD LOCATIONS IN JAMB 30PsF TO 40PSF 4 1 PSF TO 70PSF 30PsF TO 40PsF 4 1 PSF TO 70PsF SIZE SIZE 12 18 1/8 X 25 8 8 F,G F.G F.G F,G 13 18 1/8 X 37 3/8 B B B 8 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 1/8 x 62 B B 8 B F.G F,G F,G F.G.H.1 16 17 18 1/8 X 71 18 1/8 X 83 B B F.G F•G,J•K 1 H2 25 1/2 X 25 B B F,G F,G F,G F,G 1 H3 25 112 X 37 3/8 B B B B F,G F.G.H.1 1H4 1 H45 25 1/2 X 49 5/8 25 1/2 X 55 1/4 B B F,G F.G.H.1 1H5 25 1/2 X 62 B B F.G F.G.H.1 1H6 25 1/2 X 71 B B F,G F.G,H,i 1H7 25 1/2 X 83 B B F.G,J,K F,G,J,K 30 1/2 X 26 29 1/2 X 25 B B F,G F.G F,G F,G 30 1/2 X 38 3/8 29 1/2 X 37 3/8 B B B F,G F,G,H,I 30 1/2 X 50 5/8 29 1/2 X 49 5/8 B 8 F.G F,G,H,1 30 1/2 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 B F•C.H•1 F•G,H•1 30 112 X 84 29 112 X 83 B B F,G,J,K F,G,J,K 22 36 x 25 8 B F,G F,G 23 36 x 37 3/8 B B F.G F,G 24 36 x 49 5/8 B 8 F,G F,G,H,I 245 36 x 55 1/4 B B F.G F,G,H,I 25 36 x 62 B B F.G.H.1 F,G,N,I 26 36 x 71 B B F.G.H.1 D,E,F,G,H,i 27 36 x 83 B B F G J K F,G.H,I,J,K 42 x 26 41 x 25 B B F,G IF,G 42 x 38 3/8 41 x 37 3/8 B B F,G F,G,H,I 42 x 50 5/8 41 x 49 5/8 B B F,G F.G.H.1 42 x 56 1/4 41 x 55 1/4 B B F,G,H,1 F.G.H.1 42 x 63 41 x 62 B B F.G.H.1 D,E,F,G,H,I 42 x 72 41 x 71 8 B F.G.H.1 D,E,F,G,H,I 42 x 84 41 x 83 B 8 F G J K F,G,H,I,J,K 48 x 26 47 x 25 B A,C F,G F,G 48 x 38 3/8 47 x 37 3/8 B A,C F.G F.G F'C.H'1 F,G,H,I 48 x 50 5/8 48 x 56 1/4 47 x 49 5/8 47 x 55 1/4 B B A,C A,C F.G.H.1 F,G,H,I 48 x 63 47 x 62 B A,C F.G.H.1 D,E,F,G,H,I 48 x 72 47 x 71 B A,C F.G.H.1 D,E,F,G,H,1 48 x 84 47 x 83 B A,C F,G,J,K D,E,F,G,H,I,J,K 32 52 1/8 X 25 B A,C F.G 33 52 1/8 X 37 3/8 8 A,C F,G F.G.H.1 34 52 1/8 X 49 5/8 8 A,C F.G.H.1 F•G•H•I 345 52 1/8 X 55 1 /4 B A,C F.G.H.1 D,E,F,G,H,I 35 52 1/8 X 62 B A,C F.G.H.1 D,E,F,G,H,I 36 52 1/8 X 71 B A,C F.G.H.1 D,E.F,G.H,1 . 37 52 1/8 X 83 B A,C F,G,J,K D,E,F,G,H,I,J,K • 37 SIZE NUI AVAILABLE IN IUUU UK I:)UU JtKIt J. IMPORTANT INFORMATION & GENERAL NOTES (cont.) ANCHOR INSTALLATION INSTRUCTIONS (cont.) 3/16" DIA. TAPPER CONCRETE SCREW (WITH NON-STRUCTURAL ONE BY WOOD BUCK): 12) WHERE WINDOW IS INSTALLED IN MASONRY OPENING WITH A NON-STRUCTURAL ONE BY WOOD BUCK (NOTE 7), USE A 3/16" DIA. TAPPER CONCRETE SCREW OF. SUFFICIENT LTH. TO ACHIEVE MIN. EMBEDMENT OF 1-1/4" INTO MASONRY OR CONCRETE. 13) SEE THIS SHEET FOR TAPPER INSTALLATION ANCHOR LOCATION CHART_ LETTER DESIGNATIONS ON THE TAPPER LOCATION CHART INDICATE WHERE TAPPER CONCRETE SCREWS ARE TO BE INSTALLED WHEN USING THE EXTERIOR ELEVATION AS A KEY. 14) TAPPER (RAWL) CONCRETE SCREW MANUFACTURED BY POWERS FASTENING, INC. WILL BE USED. TAPCON (by ELCO TEXTRON INC.)-OR TITEN (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. E 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 B18.6.1) 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, 1707.4.4.2 FOR MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATES AND 1707.4.4.3 FOR WOOD OR APPROVED FRAMING MEMBERS, MARCH 1, 2002. 23) TWO BY WOOD BUCK AND/OR FRAMING AT THE HEAD AND JAMBS TO BE SECURELY FASTENED TO TRANSFER THE LOAD TO THE MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE PER FBC, SECTION 1707.4.4.2 AND THE ENGINEER OF RECORD'S DETAILS. ]EVFLORIDA EXTRUDERS 12540NATIONAL, INC JEWETT LANE CERTIFICATE OF AUTHORIZATION NO. 9235 SANFORD, FLORIDA p TITLE: INSTALLATION DETAIL E SGL. HUNG FLANGE WINDOWS - SERIES 1000 , 1500 & 2000 DRAWN BY: R JA APPROVED BY:R JA DATE:7121) SCALE: N T S IDWG.:FLEX0016, SHT 2 OF 2 SHEATHINIG BY OTHERS STUCCO --) OR SIDING BY OTHERS PERIMETER' CAULK BY - OTHERS= SHIM AS RE'Q'D _ (SEE NOTES) —CAULK BETWEEN DOOR FLANGE & SHEATHING CAULKING AT FASTENER HOLES REQIUIRED (SEE NOTE 2)- SLIDING GLASS DOOR FRAME SILL 1/4' MAX SHIM SPACE D o a a z n INSTALLATION ANCHOR #8 WOOD SCREW W/PLASTIC ANCHOIR (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 I)- INSTALLATION ANCHOR #8 WOOD SCREW (NOTE 21) TWO BY WOOD BY OTHERS /V (NOTE 6) DOOR WIDTH no SLIDING GLASS DOOR FRAME --\ JAMB 1/4' MAX. SHIM SPACE 1-1/8' MIN.' EMBEDMENT SLIDING GLAS DOOR FRAME HEAD TEMPERED GLASS (TYP.) DOOR HEIGHT CAULKING REQUIRED (SEE NOTE 23. EMBEDMENT 0 1-1/4' MIN. � D INSTALLATION ANCHOR N w 3/16' DIA. TAPPER n ` (NOTE 15) 00 � w CONCRETE OR W MASONRY OPENING J BY OTHERS w w OIL SECTION A -A Of 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 1 MIN. E�IB`E]lD MENT (TYP.) 1 3/4' MAX. SHEATHING BY OTHERS SLIDING GLASS DOOR INTERLOCK H[]HK 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 REVISED NOTES T. 2. 3. 6. it. 20. 25 h 30 AND ADDED AND/OR REVISED RELATED REFERENCES AND/OR ILLUSTRATIONS. ADDED NOTE 20 AND RED ILLUSTRATIONS. DEC L70 6 n NO NOTES 8 FE 70 E 21 TO 29 AND 29 ANO REVISED REFERENCES TO THESE NOTES- REVISED TAPPERS FOR T� 90xx 3-PANEL DOORS. C ADDED DISCLAIMER. [SEE SHEET 2 FOR CONTINUATION OF NOTES] DATE INI INTERNATIONAL, INC. FLORIDA EXTRUDERS 2540 JEWETT LANE 12/18/03 RJA CERTIFICATE OF AUTHORIZATION NO. 9235 SANFORD FLORIDA TITLE: SLIDING GLASS DOOR 500, 1000 & 2000 FRAME INSTALLATION WITH #8 SCREWS 7/29/04 RJA DRAWN BY: BB APPROVED BY: RJA ®® ATE: 7/29/04 SCALE: NTS JDWG #: FLEX0027 SHT I OF 2 �S ANCHOR INSTALLATION CHART Nominal Door Size and Configuration Door Size REQUIRED QUANTITIES OF ANCHORS HEAD (#8 WS) SILL (TAPPER) JAMBS (#8 WS) HOOK STRIP (#8 WS) TO 45 PSF 46 PSF TO 60 PSF 61 PSF TO 70 PSF TO 45 PSF 46 PSF TO 60 PSF 61 PSF TO 70 PSF TO 70 PSF TO 70 PSF 4068 XX, OX, XO 48 x 80 6 6 6 3 3 3 8 8 5068 XX, OX, XO 60 x 80 6 6 6 3 3 3 8 8 6068 XX, OX, XO 72 x 80 8 8 8 4 4 4 8 8 8068 XX, OX. XO 96 x 80 10 10 10 5 5 5 8 8 10068 XX OX XO 120 x 80 12 12 12 6 6 7 (D1) 8 8 5080 XX, OX, XO 60 x 96 6 6 6 3 3 3 10 10 6080 XX, OX, XO 72 x 96 8 8 8 4 4 4 10 10 8080 XX, OX, XO 96 x 96 10 10 10 5 5 5 10 10 10080 XX OX XO 120 x 96 12 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 D2 8 8 15068 OXO 181 1/8 x 80 16 16 16 8 10 (D2) 11 (D3) 8 8 9080 OXO 109 118 x 96 12 12 12 6 6 6 10 10 12080 OXO 145 118 x 96 14 14 14 7 8 D1 9 D2 10 10 15080 OXO 181 1/8 x 96 16 16 18 8 11 13 10 10 90100 OXO 109 1/8 x 120 12 12 12 6 6 6 12 12 120100 OXO 145 1/8 x 120 14 14 14 7 9 (D2) 10 (D3) 12 12 9068 XXX 106 518 x 80 12 12 12 6 6 6 8 8 12068 XXX 142 5/8 x 80 14 14 14 7 7 8 131 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 D2 10 10 15080 XXX 178 518 x 96 16 16 17 8 11 (D3) 13 10 10 90100 XXX 106 5/8 x 120 12 12 12 6 6 6 12 12 120100 XXX 142 5/8 x 120 14 14 14 7 9 (D2) 10 (D3) 12 12 10068 OXXO 119 5/8 x 80 12 12 12 6 6 7 D1 8 8 12068 OXXO 143 5/8 x 80 14 14 14 7 7 8 D1 8 8 16068 OXXO 191 5/8 x 80 18 .18 18 9 10 (D1) 12 (D3) 8 8 10080 OXXO 119 5/8 x 96 12 12 12 6 6 7 D1) 10 10 12080 OXXO 143 518 x 96 14 14 14 7 8 D1 9 (D2) 10 10 16080 OXXO 191 5/8 x 96 18 18 19 9 12 (D3) 14 (135) 10 10 100100 OXXO 119 5/8 x 120 12 12 12 6 6 7 (D1) 12 12 120100 OXXO 143 5/8 x 120 14 14 14 7 9 (D2) 10 D3 12 12 160100 OXXO 191 518 x 120 18 19 22 10 (D1) 13 (D4) 16 (D7) 12 12 10068 XXXX 117 1/4 x 80 12 12 12 6 6 6 8 8 12068 XXXX 141 1/4 x 80 14 14 14 1 7 7 8 (D1) 8 8 16068 XXXX 189 1/4 x 80 16 16 16 9 (D1) 10 (D2) 12 (134) 8 8 10080 XXXX 117 1/4 x 96 12 12 12 6 6 7 D1 10 10 12080 XXXX 141 1/4 x 96 14 14 14 7 8 D1 9 D2 10 10 16080 XXXX 189 1/4 x 96 16 16 19 9 (D1) 12 (134) 13 (D5) 10 10 100100 XXXX 117 1/4 x 120 12 1 12 12 6 6 7 D1 12 12 120100 XXXX 141 1/4 x 120 1 14 1 14 14 7 1 8 D1 10 D3 12 12 160100 XXXX 189 114 x 120 16 18 21 10 (D2) 13 (D5) 15 (D7) 12 12 ANCHOR INSTALLATION CHART NOTES: 1) IN SOME CASES TAPPERS ARE REQ'D. IN BOTH FACTORY APPLIED INSTALLATION HOLES. "D1" THROUGH "Dr DESIGNATES IN WHICH SIZE & CONFIGUREATIONS 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) "D6" MEANS, INSTALL TWO TAPPERS 1N SIX SETS OF INSTALLATION HOLES. 8) "D7" MEANS, INSTALL TWO TAPPERS IN SEVEN SETS OF INSTALLATION HOLES. 9) LOCATION OF ADDITIONAL TAPPERS IN SILL SHOULD BE PRIORITIZED AS FOLLOWS_ A: FIRST ADJACENT TO INTERLOCK OR BUTT STILES IN SILL. B: SECONDLY, AT EACH END OF SILL NEAR JAMB CORNER, IF NEEDED. C: LOCATIONS IN SILL OTHER THAN AS LISTED IN A & B. IMPORTANT INFORMATION & GENERAL NOTES (cont.) GENERAL INSTALLATION INSTRUCTIONS (conL) 7) FLORIDA EXTRUDERS 1000 SERIES SLIDING GLASS DOOR IS SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS 500 AND 2000 SLIDING GLASS DOORS. 8) WHERE "X" REPRESENTS MOVING PANEL AND "O" REPRESENTS FIXED PANEL, APPROVED CONFIGURATIONS ARE AS LISTED ON THE ANCHOR INSTALLATION CHART. 9) NOT ALL CONFIGURATIONS LISTED ON THE ANCHOR CHART ARE SHOWN ON THIS DRAWING, HOWEVER INSTALLATION SECTIONS "A -A", "B-B" & HOOK STRIP DETAIL APPLY TO INSTALLATION OF ALL APPROVED CONFIGURATIONS. 10) FOR POCKET DOOR SIZES, USE CLOSEST BYPASS DOOR SIZE AND CONFIGURATION TO FINISHED OPENING. ANCHOR INSTALLATION INSTRUCTIONS GENERAL: 11) ALL INSTALLATION ANCHORS MUST BE MADE OF CORROSION RESISTANT MATERIALS OR HAVE A CORROSION RESISTANT COATING APPLIED SUITABLE FOR THE ENVIRONMENT AND/OR FRAMING MATERIAL WHERE ANCHORS ARE USED IN PRESSURE -PRESERVATIVE TREATED WOOD, THE WOOD SUPPLIER SHALL BE CONSULTED FOR RECOMMENDATION OF ANCHORS COMPATIBLE WITH THE PRESSURE -PRESERVATIVE TREATMENT PROCESS USED. 12) ALL FIELD SUPPLIED HOLES IN THE FRAME (IF REQUIRED) WILL BE 3/16" IN DIAMETER_ 13) WOOD SCREWS SHALL MEET ANSI 818.6-1 DIMENSIONAL REQUIREMENTS. 14) IF WOOD TENDS TO SPLIT, PRE -BORE HOLES AS FOLLOWS: #8 WOOD SCREW - 1/8" DIA: PILOT HOLE & #10 WOOD SCREW - 9/64" DIA. PILOT HOLE (NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION)- 3/16- DIA. TAPPER CONCRETE SCREW (SILL): 15) WHERE DOOR IS INSTALLED ON A MASONRY OR CONCRETE SILL, USE A 3/16" DIA. TAPPER CONCRETE SCREW OF SUFFICIENT LTH. TO ACHIEVE MIN. EMBEDMENT OF 1-1/4" INTO MASONRY OR CONCRETE. 16) SEE ANCHOR INSTALLATION CHART THIS SHEET FOR TAPPER REQUIREMENTS. 17) INSTALL ONE TAPPER IN EACH PAIR OF FACTORY APPLIED INSTALLATION HOLES UNLESS NOTED OTHERWISE ON ANCHOR INSTALLATION CHART. 18) ALTERNATE TAPPER INSTALLATION ANCHORS FRONT TO BACK IN SILL FRAME MEMBERS. 19) TAPPER (RAWL) CONCRETE SCREW MANUFACTURED BY POWERS FASTENING, INC. WILL BE USED. TTTEN (by SIMPSON STRONG -TIE) CAN BE SUBSTITUTED. 20) ALL REMAINING FACTORY APPLIED INSTALLATION FASTENER HOLES IN THE SILL NOT USED FOR TAPPER CONCRETE SCREW INSTALLATION SHALL BE ANCHORED WITH "BANTAM PLUG" OR "FLUTED" PLASTIC ANCHORS MANUFACTURED BY POWERS FASTENING, INC (OR EQUIVALENT) AND #8 WOOD SCREWS OF SUFFICIENT LTH, TO PROVIDE MIN. 7/8 IN. EMBEDMENT INTO THE CONCRETE OR MASONRY_ #8 WOOD SCREW (WITH STRUCTURAL TWO BY WOOD BUCK FOR HEAD, JAMBS AND POCKET DOOR HOOK STRIP): 21) WHERE HEAD, JAMBS AND POCKET DOOR HOOK STRIP IS INSTALLED IN MASONRY OPENING WITH A STRUCTUAL TWO BY WOOD BUCK, USE #8 WOOD SCREWS (ANSI 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 FLORIDA EXTRUDERS 12540NJEw A TT LANE CERTIFICATE OF AUTHORIZATION NO. 9235 SANFORD FLORIDA B TITLE: SLIDING GLASS DOOR 500, 1000 & 2000 C FRAME INSTALLATION WITH #8 SCREWS DRAWN BY: BB APPROVED BY: RJA DATE: 7/29/04 SCALE: NTS DWG #: FLEX0027 SHEET 2 Of 2 CAULK BETWEEN DOOR FLANGE SHIM AS & WOOD BUCK REO'D SLIDING GLASS (SEE DOOR FRAME PERIMETER NOTES> JAMB p. _:. I I/4" MIN. CAULK'BYv 1/4' MAX. OTHERS o EMBEDMENT SHIM SPACE STUCCO — BY OTHERS INSTALLATION ANCHOR a8 SCREW WOOD (TYP. — WHERE TAPPERS ARE NOT REO'D. - NOTE 22) SECTION A -A CAULKING AT FASTENER HOLES REQUIRED (SEE NOTE 2)- SLIDING GLASS DOOR FRAME SILL I/4' MAX SHIM SPACE a a o INSTALLATION ANCHOR 118 WOOD SCREW W/PLASTIC ANCHOR (TYP. WHERE TAPPERS ARE NOT REQ'D. SEE NOTE 22) LIBERALLY APPLY CAULKING UNDER SILL OR SET SILL 1N BED OF CONCRETE- (SEE, NOTE 2).- SHIM-AS REQUIRED,(SEC_.NOTE 1). SLIDING GLASS DOOR FRAME HEAD TEMPERED GLASS (TYP.) DOOR HEIGHT CAULKINi REQUIRE (SEE NO FAI EONCRE T C OR MASONRY OPENING BY OTHERS CAULK BEIWLEN HOOK STRIP & WOOD BUCK 1 1/8' MIN. EMBEDMENT (TYP.) Q a � 4 3/4- MAX. CAULK BETWEEN _ TEMPERED GLASS IVDOOR FLANGE (TYP.) & WOOD BUCK TEMPERED GLASS (TYP.) PERIMETER a STUCCO CAULK BY CONCRETE OR Hj BY OTHERS OTHERS MASONRY OPENING BY OTHERS STRIP D E T A I SLIDING GLASS aaoR S.G.D. WIDTH STUCCO INTERLOCK BY OTHERS Disclaimer The purpose of this installation droving is to present the manufacturer's recommendolions tar anchorage (i_e.. concrete screws, wood screws and nails) to achieve the design pressure specified on me fenestration product as required 6y Florida Building Code. Section 1707.4.4. Anchorage Methods. SECTIONB — B C Recommendations regarding flashing. sealing. sealants or other joint sealant practices does not conslilute o warronty 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. tiB WOOD .SCREW (I YF ) (NOTE 23) CAULK BETWEEN (ANCHORS, SHOWN IN SAME PLANE FOR CLARITY ONLY. d WOOD BUCK & I HOOK STRIP ANCHOR HOLES MAS'Y. OPENING SPACED 2' APART ON BY OTHERS OPPOSITE ,FLANGES.) SHIM AS REO'D. (SEE NOTES) SLIDING GLASS DOOR HOOK STRIP 6 INSTALLATION ANCHOR — 3/16' DIA. TAPPER (NOTE 17) H EXTERIOR ELEVATION 2 PANEL DOOR SHOWN (SEE NOTES 8, 9 & 10) GENERAL INSTALLATION INSTRUCTIONS 1) SHIM AS REQ'D. AT EACH INSTALLATION AN 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. S) DOOR FRAME MATERIAL:_ ALUMINUM ALLOY 6063. 6) TWO BY WOOD BUCK ANDHOR , RUCTURAL ING AT HE HO AKSTRIP TO E ED TO NSFER THE AD TO TE PER FBC O SECTION Lt70754.4N2 AND THEE ENGINEER O ORCCORO'SE MASONRY, CONCRETE OR DETAILS. 7) FLORIDA EXTRUDERS 1000 SERIES SLIDING GLASS DOOR IS SHOWN. THIS PRINT ALSO APPLIES TO THE FLORIDA EXTRUDERS S00 AND 2000 SERIES SLIDING GLASS DOORS- 8) WHERE "X" REPRESENTS MOVING PANEL AND "0" REPRESENTS FIXED PANEL, APPROVED CONFIGURATLONS ARE AS LISTED ON THE ANCHOR INSTALLATION CHAR ' '` rcF iF.FT j,' d- O CONTINUATION. F NOTES) o D� a RE DESCRIPTION DATE IN[ EMBEDMENT 1-1/4' MIN. 60 B RE�sror+oTEs T.2.3.6. TT. T2. 3r "0 �oOCO 12/►e/o3RJi Z r3. T6. 22. 23 h INSTALL AT [ON ANCHOR N Z dJL —O/OR REVISED RCLATEO RCrCRENCCS . D/OR gruSTRATIO"S. RCrUu0ERCO TOTES 6 TO TO � D Q TAPPER w D I A. U RC,SCO RCrCRC"CES TO THESE "Ol(S REtiSCO TAPPERS roR 90XT (NOTE 7) ji T 2004 s-PwrL 000Rs a/ ------ CONCRETE OR CO C S nDDEo oiscuvMER. 7129104 R J MASONRY OPENING BY OTHERS ,. z� I,NRf�t�Tl(-0P`��L.. INC FLO I XT E 20 �cwlrr �.ANr, CERTIFICATE r . ` THORIZA : ! NND. 9215 S .' N RO R D ,_. r I-� R I I) n IDING GLASS DOOR 500, 1000 & 2000 TITLE_ MASONRY INSTALLATION WITIA NON-STI\) CJ(- BUCK AND TAPPERS - DRAWN BY: BB APPROVED DY: DATE:7/29/04 SCALE:NIS DWG # FL[X0021 SII[ l A Kfr�ulnA tAICTAI I ATION UMAK I I r c t IMPORTANT INFORMATION 8c GENERA REOUIRED QUANTITIES OF ANCHOKS HEAD & SILL (TAPPER) EACH JAMB (TAPPER) HOOK STRIP (tt8 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 3 3 XX. OX. XO 48. z 80 3 4 4 a068 3 3 g St)68 XX. OX. XO 60 x 80 3 4 4 4 8 72 x 80 4 4 6068 XX, OX. XO 5 4 4 8 8068 XX, OX. XO 96 z 80 6 6 7 (D1) 4 4 8 10068 XX OX XO 120 x BO 5 3 5 10 60 x 96 3 3 5080 XX .OX XO 4 5 5.... .. 10 6080 XX, OX, XO 72 K 5 4 5 5 5 10 96 x 96 5 5 8080 XX, OX. XO 6 6 7 (DI) 5 5 10 10080 XX OX XO x 96 3 6 6 12 60 x 120 3 3 0) 6 6 12 72 x 120 4 4 6 7 (p 1) �E60�100XX. 5 68 �DXXO 12 5 96x 120 5 4 4 8 6 9068 OXO 109 1/8 x 80 6 6 4 4 8 145 1/8 x 80 7 7 9 02 12068 OXO 11 (D3) 4 4 8 10 (D2) 8 15068 OXO 181 1/8 x 80 6 5 5 10 109 1 /8 x 96 6 6 9080 OXO 5 5 12080 OXO 145 1 /8 x 96 7 8 01 9 D2 5 10 10 15080 OXO 181 i /8 x 96 8 11 13 5 6 6 7 D 1 12 109 VS x 120 6 6 go 00X0 7 9 (p2) 10 (03) 6 7 (D1) 12 120100 OXO 145 1/8 x 120 4 201 4 8 106518x80 6 6 6 9068 XXX 4 4 8 12068 XXX 142 5/&x 60 7 7 8 01 4 8 10 (D2) 11 (D3) 4 8 15068 XXX 178 518 x 80 5 5 10 6 9080 XXX 106 5M x 96 6 6 5 6 7 8 D1 9 02 5 -10 12080 XXX 15080 XXX 6 8 11 (D3) 13 5 S 7 10 12 6 6 90100 XXX 20 6 6 7 A5/87 9 (D2) 10 (D3) 6 12 20 120100 XXX 4 q 8 10066 OXXO 80 6 6 7 D1 48 4 12068 OXXO 80 7 7 8 D1 9 10 (51) 12 (03) 4 4 8 191 518 x 80 16068 OXXO 5 5 6 6 7 D 1 10 f 10080 OXXO 119 518 x 96 143 5/8 x 96 7 8 D1 9 D2 5 5 10 4 12080 OXXO 5 5 16080 OXXO 191 518 x 96 9 12 (03) 14 (D5) 7 O 1 10 12 6 100100 OXXO 119 5/8 x 120 6 6 7 D1 6 7 D1 D2 10- D3) 12 120100 OXXO 143 5M x 120 7 9 191 518 x 120 10 (DI) 13 (D4) 16 (D7) 6 7 (D1.) 12 160100 0XX0 4 4 6 8 88 100 XXXX 117 IM x 80 6 6 4 4 8 12068 XXXX 141 114 x 80 7 7 8 01 4 4 8 16068 XXXX 189 1/4 x 80 9 (D1) .10 (02) 12 (D4).. 5 10 5 10080 XXXX 117 1/4 x 96 6 6 7 01 5 5 10 12080 XXXX 141 1/4 x 96 7 8 01 9 Q2 5 5 10 16080 XXXX 189 1/4 x 96 9 (D1) 12 (D4) 6 7 D1) 12 A7D1 100100XXXX 117 1/4 x 120 6 6 6 7 O1 12 120100XXXX 141 114 x 120 7 8 D1 67 (O1) 10 (D2) 13 (OS) 12 160100 XXXX 189 114 x 120 , ANCHOR INSTALLATION CHART NOTES: ARE REQ'D. IN BOTH"FACTORY APPLIED INSTALLATION HOLES- 1) IN SOME CASES TAPPERS "D7" SIZE & CONFIGUREATIONS TWO TAPPERS ARE -Di- THROUGH DESIGNATES IN WHICH REO'D. "DI - TWO TAPPERS IN ONE SET OF INSTALLATION HOLES. 2) MEANS. INSTALL -D2" TWO TAPPERS IN TWO SETS OF INSTALLATION HOLES- 3) MEANS. INSTALL "D3" TWO TAPPERS IN THREE SETS OF INSTALLATION HOLES. 4) MEANS, INSTALL "D4" INSTALL TWO TAPPERS IN. FOUR SETS OF INSTALLATION HOLES. 5) MEANS. -D5- TWO TAPPERS IN FIVE SETS OF INSTALLATION:HOLES. 6) MEANS. INSTALL -06- INSTALL TWO TAPPERS IN SIX SETS OF INSTALLATION HOLES. 7) MEANS. "07- INSTALL TWO TAPPERS IN SEVEN SETS OF INSTALLATION HOLES. 8) MEANS. 9) LOCATION OF ADDITIONAL TAPPERS IN HEAD & SILL SHOULD BE PRIORITIZED AS FOLLOWS: A: FIRST ADJACENT TO INTERLOCK OR BUTT STILES 1N HEAD & SILL. AT EACH ENO 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 (cons-) 9) NOT ALL CONFIGURATIONS LISTED ON THE ANCHOR CHART ARE SHOWN ON THIS DRAWING, HOWEVER INSTALLATION SECTIONS "A -A "Q-Q" & HCx):: ', 1 Rli' 1 Ii I " 11 APPL, 10 INSTALLATION OF ALL APPROVED CONFIGURATIONS. 10) FOR POCKET DOOR SIZES; USE CLOSEST BYPASS DOOR SIZE AND CONFIGURATION TO FINISHED OPENING ANCHORINSTALLATION INSTRUCTIONS GENERAL: 11) NAIL ATTACHMENT OF NON-STRUCTURAL ONE BY BUCK IS 4" FROM EACH CORNER AND 8" ON CENTER- USE A HARDENED "T-NAIL" WITH A 0.097" DLAN1 TER AND 1 3/8" LENGTH (S/8" EMBEDMENT), A HARDENED -MASONRY NAIL" WITH A 0A48" DIAMETER AND 1 1/:" LENGTH (3/4" EMBEDMENT) OR EQUIVALENT. 12) APPLIES TO ALL NON-STRUCTURAL BUCKS LESS THAN 1 1/2" THICKNESS, NOT INTENDED TO UMLT TO NOMINAL ONE BY WOOD BUCK ONLY- BUCKS GREnil i; 1: I,i: i r ru)r ur1A1. (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 FO1, 1' 1L ;: r+vlt(ONr-1LNT AND/OR FRAMING MATERIAL. WHERE ANCHORS ARE USED IN PRESSURE -PRESERVATIVE TREATED WOOD, THE WOOD SUPPLIER SHALL BE CONSULTED FOR I?i`.CL�r1r1FNf.+ALION 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. IS) WOOD SCREWS SHALL MEET ANSI 618.6.1 DIMENSIONAL REQUIREMENTS. 16) IF WOOD TENDS TO SPLIT, PRE -BORE HOLES AS FOLLOWS: #8 WOOD SCREW - I/8" DIA. PILOT HOLE (NATIONAL DESIGN SPECIFICATION FOR WOOD ( O I hl.b Il'.)iI). 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 IAMBS AND A r41 (.)14 Y i)R CO ICRFTE 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 AN FRONT TO BACK IN ALL FRAME MEMBERS. 21) TAPPER (RAWL) CONCRETE SCREW MANUFACTURED BY POWERS FASTENING, INC. WILL BE USED. TITEN (by SIMPSON STRONG -TIE) CAN bE SUBSTITUfEU �'✓I Lt+ I u` FOLLOWING LIMITATIONS FOR THE 120" HEIGHT SLIDING GLASS DOORS: a) INSTALL ONE ADDITIONAL FASTENER IN EACH IAMB 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='kr,,CI+OREO WITH #8 WOOD SCREWS OF SUFFICIENT LTH. TO PROVIDE MIN. S/8 IN, EMBEDMENT INTO WOOD BUCK. ALL REMAINING FACTORY APPLIED INSTALLATION FASTDIIER HOLES IN THE SILL NOT USED FOR TAPPER CONCRETE SCREW INSTALLATION SHALL BE ANCHORED WITH "BANTAM PLUG" OR "FLUTED- PLASTIC ANCHORS MANUFACTURF.1) BY s,Ov.'EE;S EA_STENING, INC. (OR EQUIVALENT) AND #8 WOOD SCREWS OF SUFFICIENT LTH. TO PROVIDE MIN. 718 IN. EMBEDMENT INTO THE CONCRETE OR MASONRY- . 98 WOOD SCREW (WITH STRUCTURAL TWO BY WOOD BUCK FOR POCKET DOOR HOOK STRIP): 23) WHERE POCKET DOOR HOOK STRIP IS INSTALLED IN MASONRY OPENING WFTH A STRUCTUAL TWO BY WOOD BUCK, USE a8 WOOD SCREWS (ANSI (318.6.1) OI" i ff iTCIENT LENGTH TO ACHIEVE 1-1/8" MIN. EMBEDMENT INTO THE TWO BY WOOD BUCK RECEIVING THE POINT. 24) SEE ANCHOR INSTALLATION CHART THIS SHEET FOR #8 WOOD SCREQUIREMENTS IN HOOK STRIP. 25) WOOD SCREWS SHALL NOT BE USED TO FASTEN HOOK STRIP INTO THE END GRAIN OF WOOD- . 26) WOOD SCREW WITHDRAWAL VALUES USED TO GENERATE FASTENING REQUIREMENTS FOR THE POCKET DOOR HOOK STRIP ONLY ARE BASED ON A SPECIFIC: GRAv) TY OF 0.55 FOR SOUTHERN PINE - DESIGN PRESSURE RATING & FBC REQUIREMENTS 27) IF EXACT DOOR SIZE IS NOT LISTED IN ANCHOR INSTALLATION CHART FOR NON-STRUCTURAL BUCK INSTALLATION, USE ANCHOR QUANTITY LISTED FOR Nf'.X I I ARGER SIZE, FOR THE APPROPRIATE DESIGN PRESSURE REQ'D- 28) INSTALLATIONS DEPICTED IN THESE INSTRUCTIONS ACCEPTABLE FOR DESIGN PRESSURES TO 70 PSF FOR THE DOOR SIZES SHOWN IN THE CHART. DESIGN PRESSURES (UP. ) 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. SHti: t"IES AND 1707.4.4.3 FOR WOOD OR APPROVED FRAMING MEMBERS, MARCH 1, 2002. REv FLORIDA EXTRUDERS '2'`,40 jI': °'""ALIANI B CERTIFICATE OF AUTHORIZATION NO. 92.35 SA N I' O U I-� F'LO 1 `I DA TITLE- SLIDING GLASS DOOR 500, 1000 8. 2000 C MASONRY INSTALLATION WITH N111') f I. l it I 1 II.'nl --- BUCK AND TAPPCRS DRAWN 13Y: BB APPROVED HY - DATE: 7129/04 SCALE: N T S DWG y: FLE X00� Project: Lennar Homes, Cayman A Celery Estates Lot 17, City of Sanford Trussway, Ltd. Southeastern Division 8850 Trussway Blvd. Orlando, FL 32824 Ph. (407) 857-2777 Fax (407)857-7855 R CODE COMPLIANCE. REVIEWED FO �ERING , C�PR� EN�IN Truss Design Loads (Individual Drawings may show Special Loading Conditions) Gravity - Roof 40 psf Total Load Gravity — Floor 60 psf Total Load Wind: 120 mph as per ASCE 7-02 & FBC2004.Truss design software: Mitek202O Name, Address and License # of Structural Engineer of Record for the Building: Name: Lindemann Bentzon Engineering Company, Inc. License 9EB0006871 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 61G5-31.003, section 5 of the Florida Board of Professional Engineers. HROI, HR02, J01404, R01-R09, R16-R19, R25-R30, R32, V01-V03 November 6, 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 4, den!h ROOF, COMPONENTS SPREAD SHEET REV. PROJECT:CAYMAN vmpXjw ql;zo;p BUILDER:LENNAR HOMES CITY: Page 1 of 0 . — RF. DUR. FACT:1.25 STATE: JOB #: DRAWN BY: LE3157 RF. LOAD: 2-0010.0-D.0-10.0 DATE: 01/22/04 CHECKED BY: RF. SPAC: 02-00-00 Date Printed: 12/28/05 GBL STUD SPAC: 01-04-00 PLANT: Orlando SALESMAN: DS- BLDG # A LEVEL BLDG T PITCH SPAN DESCRIPTION ::; FU QTY 1 COUNT PRICE SUBTOTA 3.54 08-05-01 OUTRIGGER -= Y HR01 41 3.54 05-07-02 OUTRIGGER ;- HR02 21 5.00 02-00-00 JACK = J01 1 I 5.00 04-00-00 JACK A� J02 81 5.00 06-00-00 -r JACK J03 2 1 5.00 04-00-00 "- JACK t;:�-� J04 1 5.00 40-00-00 RHIP GIR R01 I 1 5.00 40-00-00 RHIP c R02 1 1 5.00 40-00-00 RHIP j R03 1 5.00 40-00-00 RHIP R04 1 5.00 40-00-00 RHIP R05 1 5.00 40-00-00 RHIP R06 21 5.00?� 40-00-00 RHIP R07 1 5.00 R08 21 5.00 40-00-00 REG R09 i 5.00 20-00-00 r � RHIP GIR -�^ � R16 1 1 5.00 20-00-00 : ti RHIP R17 I 1 5.0 20-00-00 REG .c" --".. R18 1 1 5.00 19-11-04 REG ..::�,e"� R19 1 5.00 11-04-00 e RHIP GIR R25 1 1 5.00 11-04-00 REG w R26 I 1 5.00 11-03-04 REG R27 1 1 5.00 I1-03-04 MHIP R28 I 1 5.00 11-03-04 MHIP a R29 1 1 5.0011-03-04 MHIP R30 1 1 5.00 06-03-08 201 �U R32 4 1 Page 1 t ROOF, COMPONENTS SPREAD SHEET REV. VnWw PROJECT:CAYMAN BUILDER:LENNAR HOMES CITY: Page 2 of 0 SOB #; RF. DUR. FACT:1.25 STATE: �5 RF. LOAD: 20.0-10.0-0.0-10.0 DRAWN BY: C �j�i�l� 2 LE3157 RF. SPAC: 02-00-00 DATE: 01/22/04 CHECKED BY: Date Printed: 12/28/05 GBL STUD SPAC: 01-04-00 PLANT: Orlando SALESMAN: DS { BLDG # A LEVEL BLDG T PITCH SPAN DESCRIPTION FU :.QTY 1 COUNT PRICE SUBTOTAL 5.00 Vol 04-00-00 MVAL Vol 1 1 5.00 06-00-00 MVAL V02 I I 5.00 08-00-00 MVAL V03 i 1 Total Items 29.00 TOTAL TRUSSES 87 Page 2 �R01�» �-» .yN— H5516 LE3157 HOUTRIGGER 1 1 Job Reference (optional) Trussway, Orlando, FI 6.200 s Jul 13 2005 MiTek Industries, Inc. Tue Dec 20 16:59:36 2005 Page 1 I -1-5-0 5-9-0 1 8-5-1 1-5-0 5-9-0 2-8-1 2x3 11 Scale = 1:17.6 E D 3x3 = 3x4 = :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 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. BOT CHORD 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 BOTCHORD B-F =-281/345 WEBS C-F =-411/335 NOTES (7-8) 1) Wind: ASCE 7-02; 120mph (3-second gust); h=15ft; TCDL=S.Opsf; BCDL=5.Opsf, Category II; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 8-5-1 CSI DEFL in (loc) I/deft TC 0.18 Vert(LL) -0.20 B-F >494 BC 0.38 Vert(TL) -0.51 B-F >190 WB 0.10 Horz(TL) 0.00 F n/a (Matrix) 4) Provide mechanica 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=0(F=10, 8=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, P.E. Florida P.E. No. 45161 8850 Trussway Boulevard Orlando, FL 32824 December 20,2005 I LE3157 HR02 1-5-0 uty Fly LE3157 - Lennar Orlando - CAYMAN 1 1 Job Reference (optional) 6.200 s Jul 13 2005 MiTek Industries, Inc. Tue Dec 20 16: 5-7-2 5-7-2 2x3 II D C 5-7-2 5-7-2 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/dell Ud TCLL 20.0 Plates Increase 1.25 TC 0.27 Vert(LL) -0.04 B-E >999 240 TCDL 10.0 Lumber Increase 1.25 BC 0.27 Vert(TL) -0.09 B-E >683 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2004/TPI2002 (Matrix) LUMBER TOP CHORD 2 X 4 SYP No.2ND BOTCHORD 2 X 4 SYP No.2ND WEBS 2 X 4 SYP No.3 BRACING TOPCHORD Structural wood sheathing directly applied or 5-7-2 oc purlins, except end verticals. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) B = 207/0-3-8 E = 189/Mechanical Max Horz B = 93(load case 3) Max Uplift B = -144(load case 3) E _ -92(load case 3) FORCES (lb) Maximum Compression/Maximum Tension TOP CHORD A-B = 0/22 B-C = -46/26 C-D = -3/0 C-E _-140/117 BOTCHORD B-E = 0/0 NOTES (8-9) 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; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Refer to girder(s) for truss to truss connections. to bearing plate capable of withstanding 144 lb uplift at joint B and 92 lb uplift at joint E. 6) "Fix heels only" Member end fixity model was used in the analysis and design of this truss. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 8) NOTE: Refer to yellow bracing and/or T-1 sheet for more information. 9) NOTE: The seal on this drawing indicates acceptance of professional engineering responsibility solely for the truss component design shown. LOAD CASE(S) Standard Regular: Lumber Increase=1.25, Plate 1) Increase=1.25 Uniform Loads (plf) Vert: A-B=60 Trapezoidal Loads (plf) Vert: B=-2(F=29, B=29)-to-C=-81(F=-11, B=-11), C=-41(F=-11, B=-11)-to-D=-45(F=-12, B=-12), B=0(F=10, B=10)-to-E=-28(F=-4, B=-4) 2x3 11 PLATES GRIP MT20 244/190 Weight: 21 lb H5517 Scale = 1:1 _..................... Junadie Budiman, P.E. Florida P.E. No. 45161 8850 Trussway Boulevard Orlando, FL 32824 December 20,2005 Job Truss Truss Type Uty fly LE3157 - Lennar Orlando - CAYMAN H5519 LE3157 J01 JACK 1 1 Job Reference (optional) Trussway, Orlando, FI 6.200 s Jul 13 2005 MiTek Industries, Inc. Tue Dec 20 16:59:37 2005 Page 1 C 1-0-0 2-0-0 LOADING (psf) SPACING 2-0-0 TCLL 20.0 Plates Increase 1.25 TCDL 10.0 Lumber Increase 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2004/TP12002 LUMBER TOP CHORD 2 X 4 SYP No.3 BOT CHORD 2 X 4 SYP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) B = 156/0-3-8 D = 19/0-3-8 C = 42/0-3-8 Max Horz B = 76(load case 6) Max Uplift B = -113(load case 6) C = -33(load case 6) Max Grav B = 156(load case 1) D = 39(load case 2) C = 42(load case 1) FORCES (lb) Maximum Compression/Maximum Tension TOP CHORD A-B = 0/22 B-C = -30/12 BOT CHORD B-D = 0/0 NOTES (7-8) 1) Wind: ASCE 7-02; 120mph (3-second gust); h=15ft; TCDL=S.Opsf; BCDL=5.Opsf; Category II; Exp B; enclosed; MWFRS gable end zone and C-C Interior(1) zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 2-0-0 CSI DEFL in (loc) I/deft TC 0.16 Vert(LL) -0.00 B >999 BC 0.06 Vert(TL) -0.00 B-D >999 WB 0.00 Horz(TL) -0.00 C n/a (Matrix) 3) This truss requ res )late inspection per title Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 113 lb uplift at joint B and 33 lb uplift at joint C. 5) Beveled plate or shim required to provide full bearing surface with truss chord atjoint(s) C. 6) "Fix heels only" Member end fixity model was used in the analysis and design of this truss. 7) NOTE: Refer to yellow bracing and/or T-1 sheet for more information. 8) NOTE: The seal on this drawing indicates acceptance of professional engineering responsibility solely for the truss component design shown. LOAD CASE(S) Standard Scale = 1:7.2 Ud PLATES GRIP 240 MT20 244/190 180 n/a Weight: 8 lb Junadie Budiman, P.E. Florida P.E. No. 45161 8850 Trussway Boulevard Orlando, FL 32824 .......................................................................................................... December 20,2005 H5520 LE3157 J02 JACK 1 1 Job R Trussway, Orlando, FI 6.200 s -1-0-0 4-0-0 1-0-0 4-0-0 Scale = 1 4-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.27 Vert(LL) -0.01 B-D >999 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.23 Vert(TL) -0.03 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 FBC2004ITP12002 (Matrix) inspection Weight: 14lb LUMBER 3) This truss requ )late per the Tooth 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) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss BRACING to bearing plate capable of withstanding 90 lb uplift at TOP CHORD joint C and 135 lb uplift at joint B. Structural wood sheathing directly applied or 4-0-0 oc 6) "Fix heels only" Member end fixity model was used puriins. in the analysis and design of this truss. BOT CHORD 7) NOTE: Refer to yellow bracing and/or T-1 sheet for Rigid ceiling directly applied or 10-0-0 oc bracing. more information. 8) NOTE: The seal on this drawing indicates REACTIONS (lb/size) acceptance of professional engineering C = 101/Mechanical responsibility solely for the truss component design B = 228/0-3-8 shown. D = 37/Mechanical Max Horz LOAD CASE(S) B = 119(load case 6) Standard 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 Il; Exp B; enclosed; MWFRS gable end zone and C-C Interior(1) zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Junadie Budiman; RE. Florida P.E. No. 45161 8850 Trussway Boulevard Orlando, FL 32824 December 20,2005 Job Truss _ Truss Type Qty Ply LE3157 - Lerner Orlando - CAYMAN H5521 LE3157 J03 JACK 1 1 Job Reference (optional) Trussvay, Orlando, FI 6,200 s Jul 13 2005 MiTek Industries, Inc. Tue Dec 20 16:59:37 2005 Page 1 -1-0-0 6-0-0 1-0-0 6-0-0 C 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 BOT CHORD 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 (Ib) Maximum Compression/Maximum Tension TOPCHORD A-B = 0/22 B-C = -81/50 BOTCHORD B-D = 0/0 NOTES (7-8) 1) Wind: ASCE 7-02, 120mph (3-second gust); h=15ft; TCDL=S.Opsf; BCDL=S.Opsf; Category 11; Exp B; enclosed; MWFRS gable end zone and C-C Interior(1) zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. CSI DEFL in (loc) I/defl L/d TC 0.41 Vert(LL) -0.06 B-D >999 240 BC 0.32 Vert(TL) -0.14 B-D >470 180 WB 0.00 Horz(TL) -0.00 C n/a n/a (Matrix) 3) Th s truss tequires7- )late inspection pet 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 143 lb uplift at joint C and 166 lb uplift at joint B. 6) "Fix heels only" Member end fixity model was used irl. the analysis and design of this truss. 7) NOTE: Refer to yellow bracing and/or T-1 sheet for more information. 8) NOTE: The seal on this drawing indicates acceptance of professional engineering responsibility solely for the truss component design shown. LOAD CASE(S) Standard Scale = 1:15.51 PLATES GRIP MT20 244/190 Weight: 20 lb .......................... Junadie Budlman, PE. Florida P.E. No. 45161 8850 Trussway Boulevard Orlando, FL 32824 December 20,2005 JOD LE3157 J04 1-0-0 LOADING (psf) SPACING 2-0-0 TCLL 20.0 Plates Increase 1.25 TCDL 10.0 Lumber Increase 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2004/TPI2002 LUMBER TOPCHORD 2 X 4 SYP No.3 BOTCHORD 2 X 4 SYP No.3 BRACING TOPCHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) C = 92/Mechanical B = 235/0-7-8 D = 35/Mechanical Max Horz B = 119(load case 6) Max Uplift C =-82(load case 6) B = 147(load case 6) Max Grav C = 92(load case 1) B = 235(load case 1) D = 71(load case 2) FORCES (lb) Maximum Compression/Maximum Tension TOPCHORD A-B = 0/22 B-C = -51/30 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 1 4-0-0 LE3157 - Lerner Orlando - CAYMAN Job Reference (optional) 6.200 s Jul 13 2005 MiTek Industries, In C CSI DEFL in (loc) I/dell Ud PLATES GRIP TC 0.25 Vert(LL) -0.01 B-D >999 240 MT20 244/190 BC 0.21 Vert(TL) -0.02 B-D >999 180 WB 0.00 Horz(TL) -0.00 C n/a n/a (Matrix) Weight: 14 lb 3) Th s truss requires Diate 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 82 lb uplift at joint C and 147 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 H5522 Scale = 1:10.81 ................................................. Junadie Budiman, RE. Florida P.E. No. 45161 8850 Trussway Boulevard Orlando, FL 32824 December 20,2005 Job ruSS I cuss I ype Uty Illy 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 -11-0-9 6-0-0 11-0-14 16-11-8 20-0-0 1 23-0-8 28-7-2 � 34-0-0 I 40-0-0 91-0-0 1-0-0 6-0-0 5-4-14 5-6-10 3-0-8 3-0-8 5-6-10 5-4-14 6-0-0 1-0-0 Scale = 1:67.7 6x7 - 5.00 12 3x6 = 2x4 11 3x6 = 3x6 = 4x7 = 2x4 11 3x6 = 6x7 zz 4x7 U T S R Q P O N 47 = 2x4 II 4x5 = 5x6 = 6x10 = 6x10 = 5x6 = 4x5 = 2x4 II 5-10-4 11-4-14 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 FBC2004/TPI2002 LUMBER TOP CHORD 2 X 4 SYP No.2ND *Except* T3 2 X 4 SYP No.1, T4 2 X 4 SYP No.1 BOTCHORD 2 X 6 SYP No.2 WEBS 2 X 4 SYP No.3 BRACING TOP CHORD 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/dell 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=151t; TCDL=5.Opsf; BCDL=5.Opsf; Category II; Exp B; enclosed; MWFRS gable end zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 675 lb uplift at joint B, 1880 lb uplift at joint Q and 439 lb uplift at joint L. 7) Girder carries hip end with 6-0-0 end setback. 8) "Fix heels only" Member end fixity model was used in the analysis and design of this truss. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 360 lb down and 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). 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 (lb) Vert: U=-360(F) N=-360(F) Standard Regular: Lumber Increase=1.25, Plate 1) Increase=1.25 Uniform Loads (plf) Vert: A-C=-60, C-K=-116(F=-56), K-M=-60, B-U=-20, N-U=-39(F=-19), L-N=20 Concentrated Loads (lb) Vert: U=-360(F) N=-360(F) i ............................................................................................--................. Junadie Budiman, RE. Florida P.E. No. 45161 8850 Trussway Boulevard Orlando, FL 32824 December 20,2005 Job Truss Truss Type Uty Fly LE3157 - Lennar Orlando - CAYMAN ' H5525 LE3157 R02 RHIP 1 i Job Reference (optional) Trussway, Orlando, FI - 6.200 s Jul 13 2005 MiTek Industries, Inc. Tue Dec 20 16:59:38 2005 Page 1 11-0-0 6-4-10 1 8-0-0 i 13-5-0 20-0-0 26-7-1 1 32-0-0 3i 3-7-7 40-0-0 41-0-Q 1-0-0 5-4-10 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 LOADIN TCLL TCDL BCLL 6x6 = 5.00 3x5 = 3x6 = 3x5 = 3x5 = 6x6 zZ 4x5 = R U P O N M 4x5 = 4x9 = 3x6 = 5x5 = 5x5 = 3x6 = 4x9 = 8-0-0 16-11-8 23-0-4 23-p-8 32-0-0 40-0-0 8-0-0 B-11-8 6-0-12 0-0-4 8-11-8 8-0-0 G (psf) SPACING 2-0-0 CSI DEFL • in (loc) I/dell Ud PLATES GRIP 20.0 Plates Increase 1.25 TC 0.54 Vert(LL) -0.13 P-R >999 240 MT20 244/190 10.0 Lumber Increase 1.25 BC 0.57 Vert(TL) -0.34 P-R >806 180 0.0 Rep Stress Incr YES WB 0.55 Horz(TL) 0.03 O n/a n/a BCDL 10.0 1 Code FBC2004ITP12002 LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND WEBS 2 X 4 SYP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 4-8-9 oc pudins. BOTCHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (lb/size) B = 809/0-7-8 O = 1998/0-7-8 K = 501/0-7-8 Max Horz B = 74(load case 6) Max Uplift B =-353(load case 6) O =-786(load case 4) K _-285(load case 7) Max Grav B = 822(load case 10) O = 1998(load case 1) K = 522(load case 11) FORCES (Ib) Maximum Compression/Maximum Tension TOP CHORD A-B = 0/22 B-C =-1353/458 C-D =-1149/432 D-E =-1021/396 E-F =-360/192 F-G =-360/192 G-H =-414/1216 H-1 =-324/195 I-J = -409/222 J-K =-618/269 K-L = 0/22 BOT CHORD B-R =-358/1176 Q-R =-323/874 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 (Matrix) WEBS D-R =-121/345 E-R =-27/276 E-P =-729/375 G-P =-249/864 G-O =-1397/647 H-O =-1176/547 H-M =-151l760 I-M =-59/104 J-M =-325/270 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 II; Exp B; enclosed; MWFRS gable end zone and C-C Interior(1) zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 353 lb uplift at joint B, 786 lb uplift at joint O and 285 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 Weight: 187 lb Junadie Budiman, P.E. Florida P.E. No. 45161 8850 Trussway Boulevard 3 Orlando, FL 32824 December 20,2005 Job Truss - Truss Type Qty Ply LE3157 - Lennar Orlando - CAYMAN H5526 LE3157 R03 RHIP 1 1 Job Reference (Optional) Trussway, Orlando, FI 6.200 s Jul 13 2005 A Tek Industries, Inc. Tue Dec 20 16:59:39 2005 Page 1 11-0-Q 7-1-8 9-10-8 16-10-1 23-1-15 30-1-8 32-10-8 40-0-0 41-0-0 1-0-0 7-1-8 2-9-0 6-11-9 6-3-14 6-11-9 2-9-0 7-1-8 1-0-0 Scale = 1:67.7 3x5 = 6x6 = 3x6 = 3x5 = 6x6 5.00 Fl2 2x4 D E F G H 2x4 Q R C 1 W2 1 W �W2 „ 4 W B Pi J K Pi �A 0 IV 0 5x5 = p O N M L 5x5 = WO 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 L/d 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 at joint J. TOP CHORD 8) "Fix heels only" Member end fixity model was used 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 Budiman, P.E. H-R =-3109/1174 I-R =-3132/1165 acceptance of professional engineering I Junadie 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 Truss Truss Type Qty Ply LE3157 - Lerner Orlando - CAYMAN H5527 LE3157 R04 RHIP 1 1 Job Reference (optional) Truss—y, Orlando, FI 6.200 s Jul 13 2005 MiTek Industries, Inc. Tue Dec 20 16:59:39 2005 Page 1 �1-0-y 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 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 = 3x5 = 6x6 ; D 5.00 12 E F G H 2x4 q R 2x4 O 1 W 2 4 ZW W B ARi J K 0 Iq 0 5x6 — P O N M L 5x6 — 4x9 = 4x6 = 3x5 = 4x6 = 4x9 = 11-10-8 20-0-0 28-1-8 40-0-0 I 11-10-8 8-1-8 8-1-8 - 11-10-8 Plate Offsets X,Y : B:0-2-5,Ed e , J:0-2-5,Ed e LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.76 Vert(LL) -0.43 J-L >999 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.97 Vert(TL) -1.23 J-L >387 180 BCLL 0.0 Rep Stress Incr YES WB 0.65 Horz(TL) 0.22 J n/a n/a BCDL 10.0 Code FBC2004/TP12002 (Matrix) Weight: 194lb LUMBER NOTES (89) 1) Unbalanced roof live loads have been considered for TOP CHORD 2 X 4SYP.No.2ND this design... BOT CHORD 2 X 4 SYP No.1 'Except 2) Wind: ASCE 7-02; 120mph (3-second gust); h=15ft; B2 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 or 2-2-0 oc reactions specified. puriins. 3) Provide adequate drainage to prevent water BOT CHORD ponding. Rigid ceiling directly applied or 2-2-0 oc bracing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. REACTIONS (lb/size) 5) This truss requires plate inspection per the Tooth B = 1657/0-3-8 Count Method when this truss is chosen for quality J = 1657/0-3-8 assurance inspection. Max Horz 6) Provide mechanical connection (by others) of truss B = 74(load case 6) to bearing plate capable of withstanding 566 lb uplift at Max Uplift joint B and 566 lb uplift atjoint J. B =-566(load case 4) 7) "Fix heels only' Member end fixity model was used J _-566(load case 5) in the analysis and design of this truss. 8) NOTE: Refer to yellow bracing and/or T-1 sheet for FORCES (lb) more information. Maximum Compression/Maximum Tension 9) NOTE: The seal on this drawing indicates TOP CHORD acceptance of professional engineering A-B = 0/22 B-C =-3412/1191 responsibility solely for the truss component design C-Q =-2961/1024 D-Q =-2882/1041 shown. D-E =-2684/998 E-F =-3145/1219 �- F-G =-3145/1219 G-H =-2684/998 LOAD CASE(S) H-R =-2882/1041 I-R =-2961/1024 I-J =-3412/1192 J-K = 0/22 Standard Junadle Budiman, P.E. BOT CHORD Florida RE. No. 45161 B-P =-1031/3093 O-P =-1046l3115 8850 Trussway Boulevard N-O =-1046/3115 M-N =-1040/3115 L-M =-1040/3115 J-L =-1002/3093 Orlando, FL 32824 WEBS — --— -- C-P =-487/370 D-P =-237/858 E-P =-6961349 E-N =-14/144 G-N =-14/144 G-L =-696/349 H-L =-2371999 I-L =-497/371 December 20,2005 Job Truss Truss Type Qty Ply LE3157 - Lennar Orlando - CAYMAN H5528 LE3157 R05 RHIP i i I Job Reference (optional Trussway, Orlando, A 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 j1-0-p 1-0-0 6-11-4 6-11-4 6-1-8 6-1-8 6-11-4 6-11-4 1-0-0 Scale = 1:67.7 5.00 F12 6x7 - 2x4 11 6x7 z E F G 3x6 3x6 2x4 �� D H R2x4 C W W2 ZW!3 4 W APi 6 J K 91 0 I4 0 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 L/d 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 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 = 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 atjoint 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 acceptance of professional engineering C-Q =-3115/986 D-Q =-3056/993 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 Junadie Budiman, P.E. N-O =-692/2432 M-N =-675/2432 L-M =-675/2432 J-L =-920/3130 Florida P.E. No. 45161 WEBS 8850 Trussway 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 Qty Ply LE3157 - Lennar Orlando - CAYMAN H5529 LE3157 RO6 RHIP i 1 Job Reference (optional) Trusses y, Orlando, FI - 6.200 s Jul 13 2005 MiTek Industries, Inc. Tue Dec 20 16:59:40 2005 Page 1 -1-0-4 7-11-4 15-10-8 20-0-0 24-1-8 32-0-12 40-0-0 41-0-Q 1-0-0 7-11-4 7-11-4 1 4-1-8 4-1-8 7-11-4 7-11-4 1-0-0 Scale = 1:67.7 5.00 F12 6x7 = 2x4 11 6x7 = E F G 3x6 3x6 2x4 \\ D H 2x4 O W3 2 W W3 4 A B Pi J K y[ 0 Iq 0 5x5 = P O N M L 5x5 = 3x5 = 3x5 = 4x9 = 3x6 = 3x5 = 10-0-0 20-0-0 30-0-0 40-0-0_ _ i 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 L/d 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 FBC2004ITP12002 (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=S.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 = 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............. ...... ............................................................................. ............: I Junadie Budiman, P.E. N-O =-555/2249 M-N =-542/2249 L-M =-542/2249 J-L =-853/3093 Florida P.E. No. 45161 WEBS 8850 Trussway Boulevard C-P =-510/365 E-P =-287/863 OrlatldO, F1.32824 i E-N =-87/436 F-N =-297/226 G-N =-87/436 G-L =-287/863 —_._.._..__..........__._____.._.__.._..—_..._ __..___ I-L =-510/365 December 20,2005 R07 RHIP 1 I 1 - Lennar Orlando - CAYMAN .200 s Jul 13 2005 H5530 11-0-0 7-3-15 } 124-13 17-10-8 22-1-8 27-7-4 32-8-2 40-0-0 11_0-Q 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 5.00 12 6x6 = 6x6 = F G 5x5 = O P O N M 5xD — 3x5 = 3x6 = 6x10 = 3x6 = 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 = 165710-3-8 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 =-8031321 10-0-0 10-0-0 40-0-0 10-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TC 0.72 Vert(LL) -0.25 B-Q >999 240 MT20 244/190 BC 0.95 Vert(TL) -0.77 B-Q >620 180 WB 0.33 Horz(TL) 0.23 K n/a n/a (Matrix) Weight: 204 lb 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 II; Exp B; enclosed; MWFRS gable end zone and C-C Interior(1) zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 554 lb uplift at joint B and 554 lb uplift at joint 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 Iq 0 Junadie Budiman, RE. Florida P.E. No. 45161 8850 `frussway Boulevard' Orlando, FL 32824 December 20,2005 Job ' LE3157 Truss ROB Truss Type REG Qty 1 Ply i LE3157 - Lennar Orlando - CAYMAN H5531 Job Reference (optional) Trussway, Orlando, FI 6.200 s Jul 13 2005 MiTek Industries, Inc. Tue Dec 20 16:59:41 2005 Page 1 1. 1-0-0 7-2-11 14-2-4 19-10-8 20r1-8 25-9-12 32-9-5 40-0-0 11-0-D 1-0-0 1 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 = 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 FBC2004ITP12002 LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.2ND WEBS 2 X 4 SYP No.3 BRACING TOP CHORD Structural wood sheathing directly applied or 2-5-11 oc pudins. 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 =-21391727 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 =-4221326 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 29-11-7 9-11-7 9-11-7 CSI DEFL in (loc) I/defl 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:F, Florida P.B. No, 45161 8850 Trussway Boulevard Orlando, FL 32824 December 20,2005 1 Job Truss Truss Type ty Ply LE3157 - Lennar Orlando - CAYMAN H5532 LE3157 R09 REG 1 1 Job Reference (optional) Trussway, Orlando, FI 6.200 s Jul 13 2005 MiTek Industries, Inc. Tue Dec 20 16:59:41 2005 Page 1 11-0-0 7-2-11 14-2-4 20-0-0 25-9-12 32-9-5 40-0-0 1-0-0 7-2-11 6-11-9 5-9-12 5-9-12 6-11-9 7-2-11 1-0-0 Scale = 1:66.6 6x6 = F 3x5 3x5 E G 3x6 3x6 5.00 12 2x4 H 2x4 D 0 R 0 W W2 W 3 I 4 W A B J K 0 5x5 = P 0 N M L - 5x5 = 3x5 = 3x6 = 4x9 = 3x6 = 3x5 = 10-0-9 20-0-0 - 29-11-7 40-0-0, 10-0-9 9-11-7 9-11-7 10-0-9 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 0.67 Vert(LL) 0.26 N >999 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.95 Vert(TL) -0.78 B-P >614 180 BCLL 0.0 Rep Stress Incr YES WB 0.51 Horz(TL) 0.22 J n/a n/a BCDL 10.0 Code FBC2004/TP12002 (Matrix) Weight: 196lb LUMBER WEBS TOP CHORD 2 X 4 SYP No.2ND C-P =-422/326 E-P =-171/648 BOT CHORD 2 X 4 SYP No.2ND E-N =-787/356 F-N =-410/1313 WEBS 2 X 4 SYP No.3 G-N =-787/356 G-L =-171/648 I-L =-422/326 BRACING TOP CHORD NOTES (7-8) Structural wood sheathing directly applied or 2-5-11 oc 1) Unbalanced roof live loads have been considered for purlins. this design. BOT CHORD 2) Wind: ASCE 7-02; 120mph (3-second gust); h=15ft; Rigid ceiling directly applied or 2-2-0 oc bracing. TCDL=5.Opsf; BCDL=5.Opsf; Category ll; Exp B; WEBS enclosed; MWFRS gable end zone and C-C Interior(1) 1 Row at midpt E-N, G-N zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33. This truss is designed REACTIONS (lb/size) for C-C for members and forces, and for MWFRS for B = 1657/0-3-8 reactions specified. J = 1657/0-3-8 3) This truss has been designed for a 10.0 psf bottom Max Horz chord live load nonconcurrent with any other live loads. B = 74(load case 6) 4) This truss requires plate inspection per the Tooth Max Uplift Count Method when this truss is chosen for quality B =-554(load case 6) assurance inspection. J _-554(load case 7) 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 554 lb uplift at FORCES (lb) joint B and 554 lb uplift at joint J. Maximum Compression/Maximum Tension 6) "Fix heels only" Member end fixity model was used TOP CHORD in the analysis and design of this truss. - A-B = 0/22 B-C =-3423/1008 7) NOTE: Refer to yellow bracing and/or T-1 sheet for C-Q =-3123/911 D-Q =-3102/912 more information. , D-E =-3040/936 E-F =-2139/727 8) NOTE: The seal on this drawing indicates F-G =-2139/727 G-H =-3040/936 acceptance of professional engineering H-R =-3102/912 I-R =-3123/911 responsibility solely for the truss component design Junadie Budiman, P.E. 1-J =-3423/1008 J-K = 0/22 shown. Florida RE, No.. 45161 BOT CHORD B-P =-841/3096 O-P _-557/2446 LOAD CASE(S) 1 8850 Trussway Boulevard N-O =-557/2446 M-N =-557/2446 Standard Orlando, FL 32824 L-M =-557/2446 J-L =-812/3096 WEBS C-P =-4221326 E-P =-171/648 E-N =-787/356 F-N =-410/1313 G-N =-787/356 G-L =-171/648 I-L =-422/326 December 20,2005 Job Truss Truss Type ty Ply LE3157 - Lennar Orlando - CAYMAN H5533 LE3157 R16 RHIP GIR i 1 Job Reference (optional) Trussv ay, Orlando, FI 6.200 s Jul 13 2005 MiTek Industries, Inc. Tue Dec 20 16:59:41 2005 Page 1 -1-0-0 6-0-0 10-0-0 14-0-0 20-0-0 21-0-0 1-0-0 6-0-0 4-0-0 4-0-0 6-0-0 1-0-0 Scale = 1:35.4 5x5 = 2x3 11 5x5 = C D E 5.00 12 2 W B F G Ig I 46 = K J I H 4x6 = 2x3 11 3x9 = 45 = 2x3 11 5-10-4 10-0-0 14-1-12 20-0-0 5-10-4 4-1-12 4-1-12 i 5-10-4 Plate Offsets X,Y : B:0-1-10,0-0-2 , F:0-1-10,0-0-2 LOADING (psf) SPACING 2-0-0 . CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.85 Vert(LL) 0.20 J >999 240 MT.20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.81 Vert(TL) -0.35 J >679 180 BCLL 0.0 Rep Stress Incr NO WB 0.23 Horz(TL) 0.11 F n/a n/a BCDL 10.0 Code FBC2004ITP12002 (Matrix) Weight: 88lb LUMBER TCDL=5.Opsf; BCDL=5.Opsf; Category Il; Exp B; TOP CHORD 2 X 4 SYP No.2ND enclosed; MWFRS gable end zone; cantilever left and BOT CHORD 2 X 4 SYP No.2ND right exposed ; Lumber DOL=1.33 plate grip DOL=1.33. WEBS 2 X 4 SYP No.3 3) Provide adequate drainage to preventwater ponding. BRACING 4) This truss has been designed for a 10.0 psf bottom TOP CHORD chord live load nonconcurrent with any other live loads. Structural wood sheathing directly applied or 2-3-7 oc 5) This truss requires plate. inspection per the Tooth purlins. Count Method when this truss is chosen for quality BOT CHORD assurance inspection. Rigid ceiling directly applied or 5-3-1 oc bracing. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 701 lb uplift at REACTIONS (lb/size) joint F and 701 lb uplift at joint B. F = 1516/0-3-8 7) Girder carries hip end with 6-0-0 end setback. B = 1516/0-3-8 8) "Fix heels only" Member end fixity model was used Max Horz in the analysis and design of this truss. B =-60(load case 6) 9) Hanger(s) or other connection device(s) shall be Max Uplift provided sufficient to support concentrated load(s) 360 F =-701(load case 6) lb down and 200 lb up at 14-0-0, and 360 lb down and B =-701(load Case 5) 200 lb up at 6-0-0 on bottom chord. The design/selection of such connection device(s) is the .FORCES (lb) responsibility of others. Maximum Compression/Maximum Tension 10) In the LOAD CASE(S) section, loads applied to the TOP CHORD face of the truss are noted as front (F) or back (B). A-B = 0/22 B-C =-3144/1389 11) NOTE: Refer to yellow bracing and/or T-1 sheet for C-D =-3323/1593 D-E =-3323/1593 more information. E-F =-3144/1390 F-G = 0/22 12) NOTE: The seal on this drawing indicates BOT CHORD acceptance of professional engineering B-K =-1206/2812 J-K =-1198/2782 responsibility solely for the truss component design 1-J =-1192/2782 H-1 =-1192/2782 shown. F-H =-1200/2812 WEBS LOAD CASE(S) ........................................................................................... Junadie Budiman, P.E. C-K =-156/535 E-H =-157/535 Standard Florida P.E. No. 45161 D-J =-550/462 C-J =-3521717 Regular: Lumber Increase=1.25, Plate 8850Trussway Boulevard E-J =-352/717 1) Increase=1.25 Orlando, FL 32824 Uniform Loads (plo NOTES (11-12) Vert: A-C=-60, C-E=-116(F=-56), E-G=-60, 6-K=-20, 1) Unbalanced roof live loads have been considered for H-K=-39(F=-19), F-H=-20 this design. Concentrated Loads (lb) Vert: K=-360(F) H=-360(F) December 20,2005 Job Truss Truss Type ty Ply EE3157 - Lennar Orlando - CAYMAN H5534 LE3157 R17 RHIP 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 5-6-0 8-0-0 12-0-0 14-6-1—i 20-0-0 121-0-0 I 1-0-0 5-6-0 1 2-6-1 4-0-0 2-6-1 5-6-0 1-0-0 Scale = 1:35.4 45 = 4x5 = D E 5.00 12 2x3 J K L2x3 C F 1 1 2 W B G H 1 Io 45 = J I - 45 = 5x10 = 3x5 = 10-0-0 20-0-0 10-0-0 10-0-0 - Plate Offsets X,Y : B:0-1-14,0-0-2 , G:0-1-14,0-0-2 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.36 Vert(LL) -0.18 G-J >999 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.75 Vert(TL) -0.49 G-J >484 180 BCLL 0.0 Rep Stress Incr YES WB 0.17 HOrz(TL) 0.05 G n/a n/a BCDL 10.0 Code FBC2004/TP12002 (Matrix) Weight: 91 lb 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) Provide adequate drainage to prevent water Structural wood sheathing directly applied or 4-4-3 oc ponding. purlins. 4) This truss has been designed for a 10.0 psf bottom BOT CHORD chord live load nonconcurrent with any other live loads. Rigid ceiling directly applied or 9-3-11 oc bracing. 5) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality REACTIONS (lb/size) assurance inspection. G = 857/0-3-8 6) Provide mechanical connection (by others) of truss B = 857/0-3-8 to bearing plate capable of withstanding 338 lb uplift at Max Horz joint G and 338 lb uplift at joint B. B =-60(load case 7) 7) "Fix heels only' Member end fixity model was used Max Uplift in the analysis and design of this truss. G =-338(load case 7) 8) NOTE: Refer to yellow bracing and/or T-1 sheet for B =-338(load case 6) more information. 9) NOTE: The seal on this drawing indicates FORCES (lb) acceptance of professional engineering Maximum Compression/Maximum Tension responsibility solely for the truss component design TOP CHORD shown. A-B = 0/22 B-C =-1484/476 C-K =-1140/346 D-K =-1124/354 LOAD CASE(S) D-E =-11641359 E-L =-1124/354 Standard F-L =-1140/346 F-G =-1484/476 G-H = 0/22 BOTCHORD B-J =-392/1325 1-1 = -348/1325 .................. ................................................... __.._............. , Junadie Budiman, P.E. G-I =-348/1325 WEBS Florida P.E. No. 45161 C-J =-361/261 D-J =-57/343 8850 Trussway Boulevard. E-J =-57/343 F-J =-361/262 { Orlando, FL 32824 NOTES (8-9) 1) Unbalanced roof live loads have been considered for this design. December 20,2005 J �b Truss Truss Type ty Ply LE3157 - Lennar Orlando - CAYMAN H5535 LE3157 R18 REG 1 i Job Reference (optional) Truss y, Orlando, FI 6,200 s Jul 13 2005 MiTek Industries, Inc. Tue Dec 20 16:59:42 2005 Page 1 -1� 7-1-0 10-0-0 12-11-0 20-0-0 2- 1 1-0-0 7-1-0 I F I 2-11-0 2-11-0 7-1-0 1-0-0 Scale = 1:34.9 44 = D 2x3 O 2x3 5.00 12 � E J K 2 W B F G 4x5 = I 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 Ud 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 lb 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-I =-263/1191 F-H =-263/1191 WEBS i Junadie Budiman, P.E. C-1 =-364/255 D-I =-225/737 Florida P.E. No. 45161 E-1 =-364/255 $850 Trussway Boulevard NOTES (7-8) Orlando, FL 32824 1) Unbalanced roof live loads have been considered for this design. December 20,2005 JQb Truss Truss Type oty Ply LE3157 - Lennar Orlando - CAYMAN H5536 LE3157 R19 REG 1 1 _ Job Reference o tional Trussv y, Orlando, FI 6.200 s Jul 13 2005 MiTek Industries, Inc. Tue Dec 20 16:59:42 2005 Page 1 5-5-8 9-11-4 14-5-0 19-11-4 20-11-4 5-5-8 4-5-12 4-5-12 5-6-4 1-0-0 Scale = 1:33.8 4x4 = C 5.00 12 3x5 2x3 -- D J K2x3 B E 2 W A F . GI 4x5 = I H 4x5 = 3x9 = 3x5 = 9-11-4 - 19-11-4 9-11-4 10-0-0 Plate Offsets X,Y : F:0-1-14,0-0-2 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.36 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 B; TOP CHORD 2 X 4 SYP No.2ND enclosed; MWFRS gable end zone and C-C Interior(1) BOT CHORD 2 X 4 SYP No.2ND zone; cantilever left and right exposed ; Lumber WEBS 2 X 4 SYP No.3 DOL=1.33 plate grip DOL=1.33. This truss is designed for C-C for members and forces, and for MWFRS for BRACING reactions specified. TOP CHORD 3) This truss has been designed for a 10.0 psf bottom Structural wood sheathing directly applied or 4-5-4 oc chord live load nonconcurrent with any other live loads. purlins. 4) This truss requires plate inspection per the Tooth BOT CHORD Count Method when this truss is chosen for quality Rigid ceiling directly applied or 9-2-9 oc bracing. assurance inspection. 5) Provide mechanical connection (by others) of truss REACTIONS (lb/size) to bearing plate capable of withstanding 253 lb uplift at A = 771/0-6-12 joint A and 345 lb uplift at joint F. F = 855/0-7-8 6) "Fix heels only' Member end fixity model was used Max Horz in the analysis and design of this truss. A =-72(load case 7) 7) NOTE: Refer to yellow bracing avid/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 Standard C-J =-1008/312 C-D =-1009/311 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 .lunadie Budirtlan, PE. B-1 =-407/298 C-1 =-126/573 Florida P.E. No. 45161 E-1 =-401/285 8850 Trussway Boulevard NOTES (7-8) Orlando, FL 32824 1) Unbalanced roof live loads have been considered forthis design. December 20,2605 lJob Truss Truss Type Qty Ply LE3157-LennarOrlando- CAYMAN H5537 LE3157 R25 RHIP GIR 1 1 Job Reference (optional) Trusses y, Orlando, FI 6.200 s Jul 13 2005 MiTek Industries, Inc. Tue Dec 20 16:59:43 2005 Page 1 -1-0-0 4-0-0 7-4-0 11-4-0 12-4-0 1-0-0 4-0-0 3-4-0 4-0-0 1-0-0 Scale = 1:21.8 5x5 5x5 = C I J D 5.00 12 W2 1 W2 E BLi q� UA F3 f F Io H G 3x4 = 2x3 11 3x4 = 3x4 = 4-0-0 7-4.0 11-4-0 4-0-0 3-4-0 i 4-0-0 Plate Offsets X,Y : D:0-2-8,0-2-7 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.29 Vert(LL) 0.03 G-H >999 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.26 Vert(TL) -0.06 G-H >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.08 Horz(TL) 0.02 E n/a n/a BCDL 10.0 Code FBC2004/TP12002 (Matrix) Weight: 48lb LUMBER 3) Provide adequate crainage to prevent *ate. ponding. TOP CHORD 2 X 4 SYP No.2ND 4) This truss has been designed for a 10.0 psf bottom BOT CHORD 2 X 4 SYP No.2ND chord live load nonconcurrent with any other live loads. WEBS 2 X 4 SYP No.3. 5) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality BRACING assurance inspection. TOP CHORD 6) Provide mechanical connection (by others) of truss Structural wood sheathing directly applied or 5-4-3 oc to bearing plate capable of withstanding 360 lb uplift at purlins. joint B and 360 lb uplift at joint E. BOT CHORD 7) Girder carries hip end with 4-0-0 end setback. Rigid ceiling directly applied or 9-10-8 oc bracing. 8) "Fix heels only" Member end fixity model was used in the analysis and design of this truss. REACTIONS (lb/size) 9) Hanger(s) or other connection device(s) shall be B = 691/0-7-8 provided sufficient to support concentrated load(s) 133 E = 691/0-7-8 lb down and 74 lb up at 7-4-0, and 133 lb down and 74 Max Horz lb up at 4-0-0 on bottom chord. The design/selection B = 47(load case 5) of such connection device(s) is the responsibility of Max Uplift others. B =-360(load case 5) 10) In the LOAD CASE(S) section, loads applied to the E _-360(load case 6) face of the truss are noted as front (F) or back (B). 11) NOTE: Refer to yellow bracing and/or T-1 sheet for FORCES (Ib) more information. Maximum Compression/Maximum Tension 12) NOTE: The seal on this drawing indicates TOP CHORD acceptance of professional engineering A-B = 0/23 B-C =-1130/443 responsibility solely for the truss component design C-1 =-958/433 1-1 =-958/433 shown. D-J =-958/433 D-E =-1130/443 E-F = 0/23 LOAD CASE(S) BOT CHORD Standard ^ B-H =-357/976 G-H =-354/957 Regular: Lumber Increase=1.25, Plate E-G =-338/977 1) Increase=1.25 WEBS Uniform Loads (plf) Junadie Budlrrlan, P.E. C-H=-36/231 C-G = -51/52 Vert: A-C=-60, C-D=-81(F=-21), D-F=-60, B-H=-20, D-G =-48/243 G-H=-27(F=-7), E-G=-20 l Florida P.E. No. 45161 Concentrated Loads (lb) 8850 Trussway Boulevard NOTES (11-12) Vert: H=-133(F) G=-133(F) Orlando, FL 32824 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.Dpsf; Category 11; Exp B; enclosed; MWFRS gable end zone; cantilever left and December 20,2005 right exposed : Lumber DOL=1.33 plate grip DOL=1.33. Job Truss Truss Type Qty Ply LE3157 - Lennar Orlando -CAYMAN H5538 LE3157 R26 REG 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 11-4-0 _12-4-0 1 i 1-0-0 5-8-0 + 5-8-0 1-0-0 Scale = 1:21.1 4x4 = C H G 5.00 12 W1 1 T D B E 1 F 3x5 = 2x3 11 3x5 = 5-8-0 11-4-0 5-8-0 5-8-0 LOADING (pso SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.34 Vert(LL) 0.03 B-F >999 240 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.30 Vert(TL) -0.07 B-F >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(TL) 0.01 D n/a n/a BCDL 10.0 Code FBC2004/TP12002 (Matrix) Weight: 42lb LUMBER 4) This truss requi er the Tooth Count Method when this truss is chosen for quality TOP CHORD 2 X 4 SYP No.2ND assurance inspection. BOT CHORD 2 X 4 SYP No.2ND 5) Provide mechanical connection (by others) of truss WEBS 2 X 4 SYP No.3 to bearing plate capable of withstanding 255 lb uplift at joint B and 255 lb uplift at joint D. BRACING 6) "Fix heels only' Member end fixity model was used TOP CHORD in the analysis and design of this truss. Structural wood sheathing directly applied or 6-0-0 oc 7) NOTE: Refer to yellow bracing and/or T-1 sheet for. purlins. more information. BOT CHORD 8) NOTE: The seal on this drawing indicates Rigid ceiling directly applied or 10-0-0 oc bracing. acceptance of professional engineering responsibility solely for the truss component design REACTIONS (lb/size) shown. B = 507/0-7-8 D = 507/0-7-8 LOAD CASE(S) Max Horz Standard B = 55(load case 6) Max Uplift B =-255(load case 6) D _-255(load case 7) FORCES (lb) Maximum Compression/Maximum Tension TOPCHORD A-B = 0/22 B-G =-621/189 C-G =-498/189 C-H =-498/189 D-H =-621/188 D-E = 0/22 BOT CHORD B-F =-100/498 D-F =-100/498 WEBS C-F = 01259 NOTES (7-s) ( Junadie Budiman, P.E. 1) Unbalanced roof live loads have been considered for I Florida P.E. No. 45161 this design. 2) Wind: ASCE 7-02; 120mph (3-second gust); h=15ft; 8850 Trussway Boulevard TCDL=5.Opsf; BCDL=5.Opsf; Category I1; Exp B; Orlando, FL. 32824 enclosed; MWFRS gable end zone and C-C Interior(1) I' 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. December 2012005 3) This truss has been designed for a 10.0 pelf bottom ohord liv@ load nonconcurrent with any ath6r 110165k JOb Truss Truss Type ty Ply LE3157 - Lennar Orlando -CAYMAN H5539 LE3157 � R27 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 i -1-0-0 5-8-0 8-1-9 11-3-4 1 1-0-0 5-8-0 2-5-9 3-1-11 Scale = 1:20.5 4x4 = � I H 5.00 F12 2x3 II 2x3 = W1 T3 1 W2 D q�B Wl 1 i t� E 3x5 = 2x3 II 4x4 = 2x3 II B-1-9 11-3-4 8-1-9 3-1-11 Plate Offsets X,Y : D:0-0-4 0-1-4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl 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.21NID 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/ 2-1 Old 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) f— BOT CHORD Standard — B-E =-116/509 D-E =-116/509 WEBS _....... C-E = 0/261 Junadie Budiman; RE. Florida RE. No. 45161 NOTES (9-10) 8850 Trussway Boulevard 1) Unbalanced roof live loads have been considered for Orlando, FL 32824 this design. December 20,2009 Job Truss Truss Type Qty Ply LE3157 - Lennar Orlando - CAYMAN H55401 LE3157 R28 MHIP i 1 Job Reference (optional) Trussv y, Orlando, A 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 = 2x4 II C G H D 5.00 F12 Ll W1 W2 W3 1 4 N 8 F 3x5 = 2x3 II 3x4 = 5-6-4 11-3-4 1 r 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/TP12002 (Matrix) Weight: 50lb LUMBER 4) This truss has designed for a 1 OqG psf bottom 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 atjoint B. Structural wood sheathing directly applied or 6-0-0 oc 7) "Fix heels only" Member end fixity model was used pudins, except end verticals. in the analysis and design of this truss. BOT CHORD 8) NOTE: Refer to yellow bracing and/or T-1 sheet for Rigid ceiling directly applied or 10-0-0 oc bracing. more information. 9) NOTE: The seal on this drawing indicates REACTIONS (lb/size) acceptance of professional engineering E = 428/0-6-12 responsibility solely for the truss component design B = 516/0-7-8 shown. Max Horz B = 152(load case 6) LOAD CASE(S) Max Uplift Standard E _-177(load case 7) B =-249(load case 6) FORCES (lb) Maximum Compression/Maximum Tension TOPCHORD A-B = 0/22 B-G =-656/167 C-G =-538/167 C-H = 0/3 = -2/3 D-E _-164/123 BO BOTCHORD B-F =-181/536 E-F =-185/526 WEBS _ C-E =-571/200 C-F = 0/266 NOTES(8-9) ........................................................................................................ JURadle BUdilYlan, P.E. 1) Unbalanced roof live loads have been considered for this design. Florida RE. No. 45161 2) Wind: ASCE 7-02; 120mph (3-second gust); h=15ft; 8850 TCUssWay 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 drainage to water f1 "ecamber 20,2005 adequate prevent ponding. Job Truss Truss Type Qty Ply LE3151 - Lennar Orlando - CAYMAN H5541 LE3157 R29 MHIP i 1 Job Reference (optional) IJTrussvay, 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 1-0-0 i 7-2-7 4-0-13 Scale = 1:21.3 4x4 = 3x5 = C D H 5.00 F12 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 Ud 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 FBC2004ITP12002 (Matrix) Weight: 51 lb LUMBER 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 BOT CHORD B-F =-153/386 E-F = 0/0 WEBS _ C-F =-129/154 D-F =-1871488 Junadie Budiman, P.E. NOTES (7-8) 1) Wind: ASCE 7-02; 120mph (3-second gust); h=15ft; Florida RE. No. 45161 TCDL=5.Opsf; BCDL=5.Opsf; Category 11; Exp B; l 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 H5542 r iLE3157 IR30 Trussway, Orlando, FI I 1-0 C 1-0-0 i MHIP I 1 1 6.200 s Jul 13 2005 MiTek Industries, Inc. Tue Dec 20 16:59:44 2005 Page 1 6-7-9 9-2-8 11-3-4 6-7-9 2-6-15 2-0-12 2x3 O Scale = 4x6 = 2x4 = D E H 3x5 = 2x3 II 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 YES BCDL 10.0 Code FBC2004lrP12002 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. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) F = 428/0-6-12 B = 516/0-7-8 Max Horz B = 220(load case 6) Max Uplift F =-202(load case 7) B _-230(load case 6) FORCES (Ib) Maximum Compression/Maximum Tension TOPCHORD A-B = 0/22 B-I =-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 BOT CHORD 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. -CSI DEFL in (loc) I/defl TC 0.38 Vert(LL) 0.05 B-G >999 BC 0.36 Vert(TL) -0.12 B-G >999 WB 0.27 Horz(TL) 0.01 F n/a (Matrix) 3) This tru s has beer designed for a 10.0 psf betto... 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 11-3-4 4-7-11 Ud PLATES GRIP 240 MT20 244/190 180 n/a Weight: 56 lb Junadie Budiman, P.E. Florida P.E. No. 45161 8850 Trussway Boulevard Orlando, FL 32824 December 20,2005 Job I N55 I NSS I ype Oty Fly LE3157 - Lennar Orlando - CAYMAN H5544 LE3157 R32 201 i 1 � Job Reference (optional) Trussvay, Orlando, FI 6.200 s Jul 13 2005 MiTek Industries, Inc. Tue Dec 20 16:59:44 2005 Page 1 1-0-0 6-3-8 2x3 C 3x3 = 2x4 = LOADING (psf) SPACING 2-0-0 TCLL 20.0 Plates Increase 1.25 TCDL 10.0 Lumber Increase 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2004/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 TOPCHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) B = 315/0-3-8 D = 233/0-3-8 Max Horz B = 172(load case 6) Max Uplift B =-159(load case 6) D =-127(load case 6) FORCES (lb) Maximum Compression/Maximum Tension TOP CHORD A-B = 0/22 B-C = -84/55 C-D =-173/157 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. 6-3-8 CSI DEFL in (loc) I/defl L/d PLATES GRIP TC 0.51 Vert(LL) -0.08 B-D >926 240 MT20 244/190 BC 0.38 Vert(TL) -0.19 B-D . >371 180 WB 0.00 Horz(TL) 0.00 n/a n/a (Matrix) Weight: 25 lb 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 Scale = 1:17.5 Junadie Budiman, P.E. Florida P.E. No. 45161 8850 Trussway Boulevard Orlando, FL 32824 December 20,2005� I LE3157 MVAL H5548 1 1 1 LOADING (psf) SPACING 2-0-0 TCLL 20.0 Plates Increase 1.25 TCDL 10.0 Lumber Increase 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2004ITP12002 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 puriins, 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 BOT CHORD A-C = 0/0 NOTES (7-8) 1) Wind: ASCE 7-02; 120mph (3-second gust); h=15ft; TCDL=S.Opsf; BCDL=S.Opsf; Category II; Exp B; enclosed; MWFRS gable end zone and C-C Interior(1) zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 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. 4-0-0 s Jul 13 2005 MiTek Industries, Inc. Tue Dec 2x3 11 Scale = 1: 3x3 4-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TC 0.24 Vert(LL) n/a n/a 999 MT20 244/190 BC 0.17 Vert(TL) n/a n/a 999 WB 0.00 Horz(TL) 0.00 n/a n/a (Matrix) Weight: 13 lb 5) Provid mechanica connection (by others) oft... 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 ............................................................................................................. Junadie Budiman, P.E. Florida P.E. No. 45161 8850Trussway Boulevard Orlando, FL 32824 December 20,2005 JO0 1 russ I toss 1 ype uty Ply LE1157 - Lennar Orlando -CAYMAN H5549 LE3157 V02 MVAL 1 i Job Reference (optional) Trussway, Orlando, FI 6.200 s Jul 13 2005 MiTek Industries, Inc. Tue Dec 20 16:59:46 2005 Page i v 4 0 6-D-o 2x3 11 B 3x3 � 2x3 II LOADING (psf) SPACING 2-0-0 TCLL 20.0 Plates Increase 1.25 TCDL 10.0 Lumber Increase 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2004/TP12002 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. BOTCHORD 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=S.Opsf; Category II; Exp B; enclosed; MWFRS gable end zone and C-C Interior(1) zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Gable requires continuous bottom chord bearing. 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 lb uplift at joint A and 115 lb uplift at joint C. 6) "Fix heels only" Member end fixity model was used in the analysis and design of this truss. 7) NOTE: Refer to yellow bracing and/or T-1 sheet for more information. 8) NOTE: The seal on this drawing indicates acceptance of professional engineering responsibility solely for the truss component design shown. LOAD CASE(S) Standard L/d PLATES GRIP 999 MT20 244/190 999 n/a Weight: 20 lb Scale = 1:1 ............................................................................................................ . Junadie Budiman, P.E. Florida P.E. No. 45161 8850 Trussway Boulevard Orlando, FL 32824 December 28,2609 H5550 JVV LE3157 1• V03 v a 0 MVAL 3-6-0 t I Job R 6.200 s 8-0-0 4-6-0 2x3 II C 3x3 2x3 II 2x3 II 3-6-0 8-0-0 3-6-0 4-6-0 LOADING (psf) SPACING 2-0-0 TCLL 20.0 Plates Increase 1.25 TCDL 10.0 Lumber Increase 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2004/TP12002 LUMBER TOP CHORD 2 X 4 SYP No.2ND BOT CHORD 2 X 4 SYP No.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 = 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 =-106177 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=S.Opsf; BCDL=S.Opsf; Category 11; Exp B; enclosed; MWFRS gable end zone and C-C Interior(1) zone; cantilever left and right exposed ; Lumber DOL=1.33 plate grip DOL=1.33. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. CSI DEFL in (loc) I/dell L/d TC 0.23 Vert(LL) n/a n/a 999 BC 0.25 Vert(TL) n/a n/a 999 WB 0.07 Horz(TL) 0.00 n/a n/a (Matrix) 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 PLATES GRIP MT20 244/190 Weight: 29 lb Scale = Junadie Budiman, P.E. Florida P.B. No. 45161 8850 Trussway Boulevard Orlando, FL 32824 December 20,2005 I 1;50 0 0 O, MAN 11 • 11 11 • � 11 11 • _ 11 11©• 11 11 • : 11 11 • � 11 _I_I • . _I_I 11 11 ' : III ; I .- �- SIMMS= � .IN �� ■ ■ ���11 ■®®11 11 11 MORE o` 0 J01 J02 J02 J01 1*0 SUN !i a MOORE mo 21R26 Ln ELEVA TION B TYPICAL HIP SET NAILING OPEN FACE RUN ilk -1 OW 11■��11 IL��JI �- J02 �o J01 ELEVA TION C d WALL HEIGHT LEGEND 0 B'—O" WALL HT. ® 9'-4" WALL HT. ■■ 0m 1■ R17 7RUSSWAY, LTD_ M68860 flussway Blvd .0 do, FL 82824 (407) 857-2777 ' (407) 857-7855 FA% l q � O � O W N N � i REFER TO SHT."T-1" FOR IMPORTANT INFORMATION! DATE : 12109103 DRAWN BY: ES CHECK BY:JT JOB NO. : LEJ157 FBHBO=FLUSH DBBO=DROP BEAM BY 07HERS OTHERS FBBO=FLUSH BEAM BY OTHERS Sri