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2663 Poinsetta Ave 07-1557 SFRPERMIT ADDRESS CONTRACTOR ADDRESS PHONE NUMBER440 I- .S IIO PROPERT ADDRESS PHONE NUMBER 40-1• 9&1- 40q5 ELECTRICAL CONTRACTOR MECHANICAL CONTRACTO - PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE SUBDIVISION PERMIT # Oi� DATE PERMIT DESCRIPTION ERECT N F7ft PERMIT VALUATION SQUARE FOOTAGE IMA a 0 d n O d CITY OF SANFORD P.O. BOX 1788 SANFORD FL 327721788 C E R T I F I C A T E O F O C C U P A N C Y P E R M A N E N T Issue Date . . . . . . 12/03/07 Parcel Number . . . . . Property Address . . . Subdivision Name . . . Legal Description . . . Property Zoning . . . . Owner . . . . . Contractor 06.20.31.503-1300-002A 2663 POINSETTA AVE SANFORD FL 32773 SINGLE FAMILY Melton -Heckman Holdings GREENWICH CONSTRUCTION, LLC 407 426-2335 Application number 07-00001557 000 000 Description of Work NEW SINGLE FAMILY HOME - DETACHED Construction type . . . TYPE VB Occupancy type . . . . RESIDENTIAL USE GROUP Flood Zone . . . . . . NONE Approved . . . . . . .�f,O�,c;/ Ci(i(r Building Official 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. U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 1660-0008 Federal Emergency Management Agency I 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 Owners Name d-1- Policy Number MELTOMHECKMAN HOLDINGS LLC A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Company NAIC Number 2663 POINSETTA AVE City State ZIP Code SANFORD FLORIDA A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 8 PRINCETON PLACE, PB 71 PG 46 SEMINOLE COUNTY, FLORIDA A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude/Longitude: Lat. 28 46 45.1 N Long 81 15 42.9 W Horizontal Datum: ❑ NAD 1927 N NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. AT 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 +/-400 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 CITY OF SANFORD 120294 1 SEMINOLE I FLORIDA B4. Map/Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone 12117CO070 F Date Effective/Revised Date Zone(s) AO, use base flood depth) 9/28/07 9/28/07 X 610. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile ❑ FIRM ❑ Community Determined ❑ Other (Describe) B11. Indicate elevation datum used for BFE in Item B9: ❑ NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Designation Date ❑ CBRS ❑ OPA ❑ Yes 0 No 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 A7. Benchmark Utilized Vertical Datum NGVD 1929 Conversion/Comments Check the measurement used. a) Top of bottom floor (including basement, crawl space, or enclosure floor 58.2 0 feet ❑ meters (Puerto Rico only) b) Top of the next higher floor N/A feet ❑ meters (Puerto Rico only) c) Bottom of the lowest horizontal structural member (V Zones only) • N/A 0 feet ❑ meters (Puerto Rico only) d) Attached garage (top of slab) 57.9 ❑ feet meters (Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building 57.5 feet ❑ meters (Puerto Rico only) (Describe type of equipment in Comments) f) Lowest adjacent (finished) grade (LAG) 57.5 feet ❑ meters (Puerto Rico only) g) Highest adjacent (finished) grade (HAG) 58.2 N 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. / 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 License Number MICHAEL W SOLITRO 4458 Title PRESIDENT Company Name ALTAMONTE SURVEYING AND PLATTING, INC. Address 435 DOUGLAS AVE SUI;rE 1�0ff City ALTAMONTE SPRINGS State FLORIDA ZIP Code 32714 re 11/20/07 Telephone 407-862-7555 Adli LS4458 11 /20/07 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 2663 POINSETTA AVE City State ZIP Code Company NAIC Number SANFORD FLORIDA 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 Signature Date ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1-E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B, and C. For Items E1-E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. Ell. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawl space, or enclosure) is _ ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawl space, or enclosure) is _ ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-8 with permanent flood openings provided in Section A Items 8 and/or 9 (see page 8 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is . _ E]feet ❑ meters ❑ above or below the HAG. E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is _ ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA-issued or community -issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8. and G9. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA-issued or community -issued BFE) or Zone AO. G3. ❑ The following information (Items G4.-G9.) is provided for community floodplain management purposes. G4. Permit Number I G5. Date Permit Issued I G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: ❑ feet ❑ meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters (PR) Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑ Check here if attachments FEMA Form 81-31, February 2006 Replaces all previous editions ALTAMONTE SURVEYING AND PLATTING, INC. 435 Douglas Ave. Suite 1505- F Altamonte Springs, Fl 32714 Phone 407-862-7555 Fax 407-862-6229 November 21, 2007 City of Sanford Building Division Post Office Box 1788 Sanford, Fl 32772-1788 Subject: 2663 Poinsetta Avenue, Sanford To Whom it May Concern: The Finished Floor Elevation of the structure located at 2663 Poinsetta, Sanford, Fl A/KA Lot 8, Princeton Place, Plat Book 71, Page 46 in Seminole County Florida meets or exceeds the requirements set forth in the City of Sanford Code Chapter 6, sec. 6-7 (a). Since4W* Micharo LS # 4458 Altamonte Surveying and Platting, Inc. BOUNDARY SURVEY FOR MELTON & BECKMAN HOLDINGS, LLC LOT 8 PRINCETON PLACE PLAT BOOK 71, PAGE 46, SEMINOLE COUNTY, FLORIDA WYUY AVENUE 50.00' PUBLIC RIGHT OF WAY PER AB. RUSSEL'S ADD FT. REED PLAT BOOK 1, PAGE 97 (P) T-NORTHWEST — — — — — — — — — — — — — — — — — — — CORNER OF LOT 7 I Io I • I� o I LOT 7 to N I LOT 6 I� I I GUY WIRES I I !/ S89.29'46"E 104.91' 32.9' :7.5' DRAINAGE EASEMENT ---------- 20.1--------------1 GARAGE I 3 cr a .k �• ' o ELEVATION p ) .. N 57.93 N I 00 „, �....'... 20.1' LOT 8 zNa CID . I W Uw O 34.6' ; ... I w BID a) > Y �.0................. 50.4' I LOT 5 a N $ a O N I I o o � 1 STORY RESIDENCE � I O g in�i a s c 7.0 ELEVATION 58.23 In i n 27.5' 57.4' I _J 7.5' DRAINAGE EASEMENT OA/C n: S89029 46"E 104.93' — — — — — — I I I I I LOT 9 I LOT 4 I I I I I NOTE: ELEVATIONS BASED ON NGVD1929. — BEARINGS ARE BASED ON THE CENTERLINE OF POINSETTA AVENUE AS BEING SOO.25'08'W. PER PLAT THIS SURVEY CERTIFIED TO: I LEGAL I CLIENT DESCRISIPTOTN FURNISHED NOTED) FIDELITY NATIONAL TITLE INSURANCE CO LOT 10 ZIMMERMAN. KISER do SUTCLIFFE. PA I I THIS IS TO CERTIFY THAT I HAVE MELTON k HECKMAN HOLDINGS, LLC REVIEWED THE FLOOD INSURANCE RATING A FLORIDA LIMITED LIABILITY COMPANY MAP (FIRM) PANEL #120294 0070 F BRANCH BANKING AND TRUST COMPANY ® .COVERED CONCRETE AS SHOWN I DATED 9/28/07 AND DETERMINED THAT THE LANDS SHOWN HEREON LIE IN ZONE 'X'. NOT VAUD WITHOUT THE SIGNATURE AND SCALE: 1'-30' i "END D CENTRAL ANGLE (DELTA), L - ARC, R - RADIUS, THE ORIGINAL RAISED. SEAL OF A FLORIDA R/W - RIGHT OF WAY, A/C =AIR CONDITIONER, LICENSED SURVEYOR AND MAPPER. ■ - RECOVERED 4'X4' CONCRETE MONUMENT NOJLB63 (R) — RADIAL, (NR) - NON —RADIAL• (P) - PLAT, ADDITIONS AND DELETIONS R SURVEY REVIEWED BY: MWS — RECOVERED NAIL h DISK MAPS, SKETCHES, OR REPORTS BY OTHER 8 (M) -MEASURED, (C) CALCULATED, (D) -GEED, THAN THE SIGNING PARTY R PARTIES IS X - RECOVERED X CUT IN CONCRETE POO - POINT OF BEGINNING, CONC. - CONCRETE, PROHIBITED WITHOUT' CONSENT POC - POINT OF COMMENCEMENT. POL - POINT ON W OF THE SIGNIN P R TES. DRAWN UY: JSS 0 - RECOVERED 1/2' IRON ROD BL86300 LINE Q - RECOVERED 1/2- IRON ROD = DATE: 11/20/07 19 - RECOVERED 5/8' IRON ROD NO ® THIS SURVEY IS CERTIFIED TO AND PREPARED FOR THE SOLE AND EXCLUSIVE BENEFIT OF THE ENTITIES AND/OR • - SET 1/2' IRON ROD JLB 6300 INDIVIDUALS LISTED AND SHALL NOT BE REUED ON BY JOB No.: PRINCETONPLAC 'a' - POWER POLE AS SHOWN ANY OTHER ENTITY OR INDIVIDUAL WHOMSOEVER. MICHAEL W. SOUTRO, PSM #4458 -cl- - WOOD FENCE AS SHOWN UNDERGROUND FOUNDATIONS AND/OR IMPROVEMENTS FOR THE FIRM OF ALTAMONTE SURVEYING -G- - CHAIN LINK FENCE AS SHOWN WERE NOT LOCATED AS PART OF THIS SURVEY. LAND' AND PLATTING, INC. ILB 6300 REMISED: - CONCRETE SLAB AS SHOWN SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHTS OF W WAYS AND/OR EASEMENTS OF PUBLIC RECORD. �ALT��IVIO SlAKvEYIllTG� ALTALO SAVE GME PNMFL ALTAYONIE lfNfIBI R 9D14 FAX�40n 8622-W29 CITY OF SANFORD PERMIT APPLICATION Application #: — Submittal Date: 96,11,,17 Job Address: /r/.Gr' /Yi/ll/� Value of Work: S o`l� anj7j ,aa Parcel m: 1-Y, -2,1 //''/�Od �-/�.2 AZoning: Historic District: lUL Description of Work: l/ &&Yi Square Footage: _ Permit Type: Building ❑ Electrical ❑ Mechanical V- Plumbing ❑ Fire Sprinkler/Alarm ❑ Pool ❑ Sign ❑ Electrical: New Service - # of AMPS Addition/Alteration ❑ Change of Service ❑ Temporary Pole ❑ Mechanical: Residential 0,-' Non -Residential ❑ Replacement ❑ New ❑ (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water dt 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) .............................................• • • • • • - • • • • ................................. •............ I......... Property Owner: -�/i Yrr it h —/�i� Contractor: ' nn / Address: Address: &y.z 2' -Y� o .� 7O� ,07 Phone: / E-mail: Phone:OU-1,73-WoState License Numbery-,1 4��, V,401 Bonding Company: Mortgage Lender: Address: Address: Architect/Engineer: A! 1t Phone: Address: Plan Review Contact Person: Phone: Fax: 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 apumit 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, eta 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 M PROVEMENTS 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, then; 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 1 will notify the owner of the property of the rcquireme Flo Li w, FS 713. Signature of Owner/Agent Date Si m of Contractor/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 02/2007 UTIL: FD: (t a l D 7 S � ature. f No ta7 � b.to of Florida D MICHELLE M. Win LRS y Comm# DD0335196 Expires VWOaa ' norWed Cw (600)4321254: ;at, Notary A sn.. dtc Contracto�i�genl'is 'iSci'sana�l'�'ICr58Wh'lb'�vte or Produced ID ENG: BLDG: yu7 Tri-Tech Air Conditioning, Inc. ` Power of Attorney August 21, 2007 I hereby name and appoint Victoria Bardonnex to be my lawful attorney in fact to sign my documents pertaining to permits for the City of Sanford. Re: Princeton Place 2663 Poinsetta Avenue Sanford, FL 32771 Charles Trier CAC042648 Name of Certified Contractor & License No. Signature of Certified Contractor State of Florida The foregoingZkSUL "was acknowledged before me this ai day of2007 by ihC 4- :> JLL-c who is personally known to me or has produced as identification and who did or did not taken oath. Public_(Signature) MICHELLE M. WITTERS Osyi Comm# OD0335190 Bondod U -U (eo0)432f2 -,: 11.....................Fon::::........ Tri-Tech Air Conditioning, Inc. 1041 Seminola Boulevard, Casselberry, Florida 32707 Phone: (407) 673-1090 Fax: (407) 673-2866 Email: StephengTriTechAir.Com - - - -- F-1 VEN ---: Dw- v - ss- 0 - — - c m ns >1. IQ =SANF o 2 Am E) U U - - 1381 SF o _. !C �/ c�Rn . - CH 267:SF - = raCO .� � L 4 - 480' noon-ScAedule u - F:wiy Y16dth sue' 1:- - ,.Paoel.Door =1126-16-P T-P. 3 (HOLLOW CORE) 7 = 6' : 6 - e 4 --v4R-H0n-OWCOR£j -.• .2'"-8'-. -- ._8:-- - - 6 ; DR (HOLLC W CORES _ 6.: _ r 10 DR.(HOLLOW CORE) 2 -8' 6 - b" 18;-.. � '(SOW:CORE? _ 7-r E-.r T .21- ` - (NOLLOW.CORE) ? -J' IF - P. T!' , (HOLLOW CORE) -41 9 - Ir 28, Ar 29" (HOLLOW CORE) 7 -4 6' - b' . 30 : { qxL - 1w CORE) 7 - 6' 6 - 8• 32 :, 5 2p�rr►noaim -P 6 - Ir SFI&WIT :, 2 pw"i6w.via� --P 6' - 8' 8F16OWiT (HOCEOW CORE) 7 - 8- 8 :U _2 0 LLL • z C7 y wt -CA lltil ,o s • a ni v - _ - b b :f■inYy - ;voft , H@Wt .Conm+erm a. - _d *-0 S . _ 0 _P S P : 8f1608f1T Q' P 8F15.08/1T1 -- _ edraorn3 .. _ OF c-er s a n 3' 0' T. � OF14?Ft6t,4T . _ 3• - P - P 8F161f8r17 ul it .r 1 4-ff V-4' r __: aLa _ b,y 7a`N La ui t x _ _ RE V `f `e'0 - GieatL c -�- a - - - - - — - -- __ E -- - - ;v ...ONLY HIGHLIGHTED OR CLOUDED _REVISIONS ARE APPROVED ON -- - - �. _ - - THIS REVIEW ALL PREVIOUS _ COMMENTS APPLY. = y "pi ANL M ai , - '- REVISIOa - _- —_..-">_•._ — — — _— PERMIT■ ?= -- _ -.., . -, .. . _ _ _. s.. _ q .. _.. �- - - __-u.-x- axe- •^---. s"._ .' .:. - _ _ "f. '^."' _ _ ..-.:.,. _ _..- _..-_ _ a:3 ,a �s# iQl=ei- _ .. ._-.s'......:a.. '_-�'_i- _-. - .— _. _.. - .n "K.>,r___..a._.. -._, __ .. .,r..:..,.-• -_. ....vs _. .w .. _'_ ___.- _ ,-s�-._ ._ I • �.® 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 Driveway THIS APPLICATION IS SUBMITTED BY: PROPERTY OWNERS)/APPUCANT: Applicant Name: /�RRi9/Firm: wL'LJf_J�',vw� J%, Address: Phone:�� l . PROJECT LOCATION OR ADDRESS: �B % P�Q/,!(%C'� D/�/ P� C 11c' AA✓Fo, / It'L 2. TITLE OF APPROVED DEVELOPMENT PLANS: "J/Lj(f APPROVAL DATE: ! n (� f �v�,✓SC i�, 3. SCHEDULE OF WORK: FROM TO EMERGENCY REPAIRS ❑ 4. PROPOSED ACTIVITY-�� l/Q Driveway Installation ❑ Aerial Installation ❑ ❑ Underground Utilities Bore and Jack ❑ Open Cutting of Roadway ❑ Sidewalk Installation ❑ Other 5. SPECIFIC DESCRIPTION: 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 PBUC WORKS DEPT. AT (407)330-5681 TO SCHEDULE A PRE -POUR INSPECTION 48 HOURS BEFORE YOU DIG CALL SUNSHINE 1-800-432-4770 Applicant Signature Date: OFFICIAL USE ONLY �7 Application No: Fee: Date: — Reviewed: Public' -Works L DATE. �� -Utilities - DATE: i !'11'7{ Co Approved:-.-: Engineering oniE: ►t'7- M.A -A_./4 _1 wi r All "I%,P F14 -1 -r'vuL 1 wl - 2gL4>L W. ✓t Ott.rt<w�i'+c ice` w� 'G K�ner.g P—t.pm h��o Q!�1✓iu//iY i}'''r)7' / Ve1 �1�57�•v� /�/jr�//�4 L.� •,po" * .; U t., I . Y .., - ... Em i 1: i-iPAI.'T FEH! ',LATE MEINT OP )TATEMENT N,]:MBEk t 5r,lt .!Cr E /627 BUILDIflu P:PMI'f / - /��5-7 U N iT A D U k E::;-', A, z I T A IF IF 1 f. Z IN E I N 63. 0 W N E: F A f-1 E L TZ! /L-L-- /;I /L) - // C (--P/ A-1 e5. :-r C .AD) 1, E: -:., -,: /, :-- 7-z LJ-- :A__ R, - Lly /L/ A P P L I C A N I' A M L' -;'��-A<l 7--&I✓ A D D R E -S cj- 5— Z C /Y--/ t D- o C (-,/Li LAND U-.E A. L Y TYPE WORK FEE F N TFEFI T —F\- F LEE --i N L T -F. A T F- i:'- E TOTAL DUE TYPE A R TE. R 1 A'—: DL 705.00 ROAD.. - CO L L E(-'T 0 R N 0 R.,.r h 000.00 LIBRARY (-'I)-Wl DL u :SCHOOL;' t:!-h!I DE 1,384.00 All"O')UN'll Lr``-L 143.0101 STATEMENT R Et-'E i V E D P, Y P I, E A". E i K I N T A M E /Ci �A T r :�-s���� -9' NOTE T!', PE': ' EIVING F-A.11.111PL 'll-, Nili'll", fWWNLP AND EN,,*,UkE TIXELY PP-YTX-EWr MAY IN YOUP LIAPji,IrY E,F !i4el- FEE. ",.A, 11-COUNTY 3 - C I T'i Tl-AlC7 blT Y N 1-1, T PEEL ;o NA, A i) V L h, I H i /::TATE;.1!Ei'T r � F - ICW A P. E D!, I E' A N'D FAYA F LE F F i� Tli 1. *,.'J AN t- E F P. E T L.L. , N G PERMIT . P E W.; P. C A L! - 0 1 E L) I ri "IT A W Y 1P 11.) L; F I* H E A P P L I (: A WT 0 P (J W 14 E R T A PP E L T11C A L -'[J L AT 1 l.; N:.*f OF THE: ROAD, LIHki-IRY AND,, OR IMPACT --E`�E Ll: FLING '"--LIET'11l-A WRITIP14 tLO�4H1.N i AL.Lwf)P.. liA T iif. c� L:1. DATE ABCI%jr- 1, F:,, p. 14 z F. 7 :OF H y p 'Y. THE REQUE.:11' P,P P C V I E W M MEET I'HL "'HE' I., N,r Y Lq: i c p r%wr '. � ,, .,, , . -II. P 7 r � n4 T H I' P 'L,()'jE: 1"Ll, F S,() M E PL-Ail MAC EE P l' , E 1) P P K 0 ' EA: -f FIR: T .".',:!,ET " P. -;J P u , F 1 LIA '7 1 l f PA','.'-1ENT *,*HbULD i F :-,!,DE T:*, (� '. T'lF AN V.j E L V A V N U F A N F C) F 1, 'V7 I P A Y..p F; p , [� L 1 C k E 1-4 CE .M E N T IJ L D F- C f Y k MUNEY N 11 RE'.1 TH E :,'IF I'E:ME NT N *!J M itl E P AN[- .-*I'f',' BUTLD-L!C-' PE-1- III V-IBE'r Al THE TOP LEI' ' 0 'r J-j�' !N 0 T;' E '11F , - , , T , , A *THI..', 'T;',"EMENT I:. VALID IN i-'')N '4J 1 'P A N E A A A A A 4 A 4 A A T W 111. E: FT.!! ij I A A CITY OF SANFORD PERMIT APPLICATION Application # : v ` ' ` Submittal Date: Job Address: auu �t) o t n 1 1 U Dnyt Value of Work: S Parcel ID' Zoning: Historic District: Description of Work: ' pis 1 u1 k 9 0nn r2M Square Footage: ...................................................................................................................... Permit Type: Building ❑ Electrical ❑ Mechanical ❑ Plumbing Fire Sprinkler/Alarm ❑ Pool ❑ Sign ❑ Electrical: New Service — # of AMPS Addition/Alteration ❑ Change of Service ❑ Temporary Pole ❑ Mechanical: Residential ❑ Non -Residential ❑ Replacement ❑ New ❑ (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures Plumbing/New Residential: # of Water Closets _ # of Water & Sewer Lines # of Gas Lines oZ Plumbing Repair —Residential ❑ Commercial ❑ Occupancy Type: Residential Commercial ❑ Industrial ❑ Construction Type: # of Stories: # of Dwelling Units: Occupancy Use Group(s): Flood Zone: (FEMA form required ) ............................................................................................... ........................ . Property Owner: Contractor: C) U Address: Address: 5uqyyu Phone: E-mail: Pho_`(,$fit to License Number: �� o!!, qq ne 0 �� Bonding Company: Address: Architect/Engineer: Address: Plan Review Contact Person: Mortgage Lender: Address: Phone: Fax: Phone: Fax: E-mail: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: 1 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. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. 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 a property f the req nts of Florida Lien Law, FS 713. Signature of Owner/Agent Date SI nature of Contractor/Agent Date QUI \ �A_ of()1J1 Print Owner/Agent's Name Print ontract nt'sName C_ & W � I �) 1v\ ^lJ Signature of Notary -State of Florida Date Signature of Notary -State of Florida Date KRISTIE SANFORD NOTARY PUBLIC - STATE OF FLORIDA COMMISSION # DD477357 EXPIRES 10/02/2009 BONDED THRU 1.888-NOTARYI Owner/Agent is _ Personally Known to Me or Contractor/Agent is \� Personally Known to Me or Produced lD _ Produced ID APPROVALS: ZONING: UTIL: FD: Special Conditions: Rev 07.07 ENG: BLDG: p61.od CITY OF SANFORD PERMIT APPLICATION Application # : (�r-) — `�5 �� LOB g �c �e ��vSu mittal Date: n Q S—C) 9 Job Address: Qk n�.P"!S Value of Work: S 739 ]J .C)o �rt� • ll', Tbwc��l.�e_ a0 SD•7 �I Q r� -'S1 Ensj- Parcel ID: Zonin Historic District: Description of Wor k: k.... ..ram?—.... .\`...'S�drtvn ............................ Square • Footage:. Jd �................. Permit Type: Building ❑ Electrical Mechanical ❑ Plumbing ❑ Fire Sprinkler/Alarm ❑ Pool ❑ Sign ❑ �(*\Ctk o7Vpt� Electrical: Ncw Service - # of AMPS Gaon Addt to 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 Its Commercial ❑ Industrial ❑ Occupancy Use Group(s): Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEN1A form required ) ........................................................................................................................ Property Owner: Contractor: Address: Address: 06n 'fit -EL 2>d8a O Phone: E-mail: Phon���-�3 y�(l�p State License Number: (=0-13or);4 aOI Bonding Company: Address: Architect/Engineer: Address: Plan Review Contact Person Mortgage Lender: Address: Phone: Fax: Phone: Fax: E-mail: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the D 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 5 permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and �t e. AIR CONDITIONERS, etc. �-e 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. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. 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 the requiremen Flo en Law, FS 713. Signature of Owner/Agent Date Signature of Contractor/Agent Date Print Owner/Agent's Name Print Contractor/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is _ Personally Known to Me or Produced ID APPROVALS: ZONING: UTIL: FD: � 0 \ \ x, ,& "I -agl air) Signature of Notary -State of Florida Date NOTARY PUBLIC -STATE OF FLORIDA *Belinda A. Windham Commission # DDS36112 Expires: MAY 16, 2010 Contractor/Agent is ✓Personally KhOu"WkwAtlandc Bonding Co., Inc. Produced ID ENG: BLDG: Special Conditions: Rev 07.07 Z, a%-8 /n ( CITY OF SANFORD PERMIT APPLICATION Application # : �/ / ` Submittal Date: 02 ,ZRZAQ -7 Job Address- 7.46 0 /t/.J' Value of Work: S O O b Parcel ID: 0160000-00$0 zooiog Historic District: A/i4'iECEIVED Description of Work: Square Footage: t i, t to %7 ........................................................................................................................ Permit Type: Building V Electrical O Mechanical 0 Plumbing 0 Fire Sprinkler/Alarm 0 Pool 0 Sign D Electrical: New Service - # of AMPS Addition/Alteration 0 Change of Service D Temporary Pole 0 Mechanical: Residential D Non -Residential D Replacement 0 New D (Duct Layout & Energy Cale. Required) Plumbing/ New Commercial: # of Fiirctrrtrs # of Water & Sewer Lines # of Gas Lines Piumbing/New Residential: # of Water Closets Plumbing Repair - Residential O Commercial D Occupancy Type: Residential liv.0 commercial .O Industrial D Occupancy Use Group(sr Construction 1j+pe: C �S' # of Stories: _� # of Dwelling Unity: �_ Flood Zone:(FEMA form rNalrcd ) .:.....:........:...................................:....................:......................................:....... Property Owner:'JJEUZ /D - At Dim%' Contractor.6/2t'�'Nl.!//C� c a/✓1T. L; L,G Address: qK'DR>K�'l PRon'i /91116' Address:-?y0 u• A/. s'�/J?,� ;?a o57-)_A�/�o Phone:Y0%r33 2DV UmaiL• Phone:?%G�- 82State Namber.�BC42-S / Bonding Company: /(/ A -_ ...._....... .... _ .. Mortgage Lender: Address: Address: Architect/Engineer. NOA10 C90-_T f Al C , Phone: 0-z-S-2V "02S-V O Address: lEye Z9-02LC-- 'r N O L, -:V:2 3 Fax- - 6-0- Plan Review Contact Person: JZN/l/ KL//I 20/✓ Phone: d2/.20 Fa:: - E-mail: Z0� . ca QQ, 61:4 Applicatiam is hereby made to obtain a permit to do the work and inswuntions as indicated. 1 certify that no wort or instenalion has commenced prior to the issuance of a permit sad that -all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I undastmd that a separate permit must be seemed for EIECIRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES. BOB ERSr HEATERS, TANKS sad AM CONDITIONERS, ctc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all wort will be done is compliance with all applicable laws regulating boa and amiag. WARNING TO OWNER: YOUR FAIIAM TO RECORD A NOTICE OF -COMMENCOAENT-MAY RESULT IN YOUR PAYING TWICE FOR POROVEMENfS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING; CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF ] � in addition to the requirements of this permit, there may be additional restrictions applicable to this property that uiay be f=W in the public reoor ds of this comity. and that may be addiu its 9quired from othcgovernmented entities such as water management districts; state avpicies, or fodcel agencies Print OwWAjwWs Name .1-1 /`y�j� 07 /S % JNouuyState of Fkxida Date 's4'ia, zoos . �ta3 �Peisonally Known to Me or BXtPfttiP�O`````` I,80iJIN 7 ff I ML: 1 Datc - PAULA hICKINNON Notary Public, State of Florida My comm. expires Dec. 7, 2007 Bonded t u Anton Ace No. DD 272721 �,. ,nc. (800)451-4854 Contractor/Agent is '= Personally Known to Me or T _ Produced ID EN yl-zJU?BIAG: Special Conditions: Rev 02f2007 U I ILA n -$ SW - $ -Z7A8 LoT 6 Innnmaalemnf(aealelnnmofaln�nlnnlm B LDG a rRMz NUMBERO ?- l551 Parcel Identification Number Prepared by. Jay/(J Kole zp N ;t%umto: .si?2o -x>ofJ X77 9POP", .32703 NOTICE OF COMMENCEMENT State of FLO R l DJ9 County of .C,6M Jn/0 L--' wnwk isim IXEw OF u1RwIT txlm BERIMs WX NrY BK 06279 Vg 09471 (00 CLERK'S 0 2006093058 WUJHDED 06/08/1:006 10126127 NM REUIRDINe FEES 10.00 REUINItED BY L "intsy The undersigned hereby gives notice that Improvemem(s) will be made to certain real property, and in accordance with Chapter713, Florida Statutes, the following Information Is provided In this Notice of Commencement. r� 1. Description oigropeRy (legai descdption of th roperty, and streets adgress if available) P 0IAJJ,6 T, �vE s Al FO K D FL, 10 7-2, l3LK /3 L�.i 7W.E Na/?71 70 /c27 IYA4P 7*E NOA7 y- -r`?. OF 4-or� BLK /3• i9 B RZr.-e-&,,r /t D.D To 2. eneraldeacrip on of mprovement(s) reA54 REED CPB 1 - P6 97.) a 41AJ/7- can/p0 9LD16, 3. Owner Information G Name,nBL7D,✓-H6.C/eP/y,// HOLD/N6S �Tefephone Number 32/ -.77-- OS 9 7 Address 6/S Y/GT0R//q /i//LLSriAp, IFax nterestIner 4Vo OWi��EK -7 • .3EC�9ND, FL. ,7.27�i� 4. Fee Simple Thle Holder (Rather than owner shown above) Name -- Telephone Number Address -- Fax Number — 5. Contractor NameGREEN/,d/C11 COAA-7.7 L LC, Telephone Number 1P7- y.26-2.735- Addressa (/011 R/ o 6�Pi9NDE' /Sl!/E, Fax Number 4/07 - y ;2 e. 4 0RL4A/P0, , 3280j( 6. Surety (If any) Name Address Telephone Number Fax Number — Amount of bond E 7. Lender (if any Name IB s --,07- Telephone Number rf 0 7 V067 AddrossiS3-1, O/P/9/✓6E,q//�(/ a.�FaxNumber q07-aYl- p-D sy/7Z7 J000 o���o%no, FL . e. Persons within the State lo a eslgnated by Owner upon whom notices or other documents may be served as provided by 713,13(1)(a)7, Florida Statutes. Name Telephone Number Address Fax Number S. In addition to himself or herself, Owner designates the following to receive a copy of the Uenor•s Notice as provided In 713.13(1)(b), Florida Statutes. Name CREEA)k11 c/y co/ X77.. L L C Telephone Number yd7=V26-?37S- Address .;Z Yo V R/ 0 6R�9n/Z,�- 4Ile, Fax Number L. f07,c/ 2 6- ;2 �9 OX L,9A/ D o/ FL , -5 2 E Oki 10. Expiration date of notice of commencement (the expiration date is on year from he d of recording unless dMerent date is spedfledy -- 6/7 Data Signed Signature of Owner (_NOb 713.13(1)(g), *owner mud sign... and no one also may be permilted to sign in his or her stead.' Sworn to subscribed before m this day of 20 nl, by who Is __X personally known tp mg OFC1 ptpdtrced .., .�rr,,,,rrr„� as Identification. KEILY M YATES s to MYCOMMMIONODDD111� CitHl)flkU DUI nature _ :^ ,3:V - ' •,, of/ BxM1Ua1 W714 Y00 MARYANNE MOFt SE CLERK Of CIRCUV cl Book6279/Page947 CFN#2006093058 , ISEMIN0 M FORM 6,00A-2004R OFFICE EnergyGaugeO 4.5 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 2007-57 Builder: Greenwich Construction Address: Lot 8 Poinsetta Ave Princeton Place Permitting Office: Sanford City, State: Sanford, FI Permit Number: 497-/ 55 -1 Owner: Jurisdiction Number: &91560 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 (ft') 1381 ft' _ 7. Glass type and area: (Label reqd. by 13-104.4.5 if not default) a. U-factor: Description Area (or Single or Double DEFAULT) 7a.(Sngle, U=0.9) 80.0 ft' _ b. SHGC: (or Clear or Tint DEFAULT) 7b. (Clear) 143.0 ft' _ 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 165.8(p) ft _ b. N/A _ c. N/A _ 9. Wall types a. Concrete, Ext Insul, Exterior R=4.0, 1168.2 ft' _ b. N/A _ c. N/A _ d. N/A _ e. N/A _ 10. Ceiling types _ a. Under Attic R=30.0, 1381.0 ft' b. N/A _ c. N/A _ 11. Ducts _ a. Sup: Unc. Ret: Unc. AH: Interior Sup. R=6.0, 190.0 ft b. N/A _ 12. Cooling systems a. Central Unit /� Q Cap: 30.0 kBtu/hr _ b. N/A �!'� A�� I EA 13.00 = c. N/A CITY OF SANI:NRD _ 13. Heating systems a. Electric Heat Pump Cap: 30.0 kBtu/hr HSPF: 7.70 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) Glass/Floor Area: 0.10 Total as -built points: 17773 PASS Total base points: 18472 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: DATE: 2 707 1 hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNERIAGENT: DATE: Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: Cap: 50.0 gallons _ EF: 0.90 oe ST,v� . f�COD WE LLt 1 Predominant glass type. For actual glass type and areas, see Summer & Winter Glass output on pages 2&4. EnergyGauge® (Version: FLRCSB v4.5) FORM 60OA-2004R EnergyGaugeO 4.5 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 2007-57 Builder. Greenwich Construction Address: Lot 8 Poinsetta Ave Princeton Place Permitting Office: Sanford City, State: Sanford, FI Permit Number: Owner: Jurisdiction Number: 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 (W) 1381 W _ 7. Glass type I and area: (Label reqd. by 13-104.4.5 if not default) a. U-factor: Description Area (or Single or Double DEFAULT) 7a.(Sngle, U=0.9) 80.0 ft2 b. SHGC: (or Clear or Tint DEFAULT) 7b. (Clear) 143.0 ft' _ 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 165.8(p) ft _ b. N/A _ c. N/A _ 9. Wall types a. Concrete, Ext Insul, Exterior R=4.0, 1168.2 ft2 _ b. N/A _ c. N/A _ d. N/A _ e. N/A _ 10. Ceiling types _ a. Under Attic R=30.0, 1381.0 W b. N/A _ c. N/A _ 11. Ducts _ a. Sup: Unc. Ret: Unc. AH: Interior Sup. R=6.0, 190.0 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. 1 VAC credits (Cr-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, MZ-C-Multizone cooling, MZ-H-Multizone heating) Glass/Floor Area: 0.10 Total as -built points: 17773 PASS Total base points: 18472 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: DATE: I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNERIAGENT: DATE: Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: Cap: 30.0 kBtu/hr _ SEER: 13.00 Cap: 30.0 kBtu/hr _ HSPF: 7.70 Cap: 50.0 gallons EF: 0.90 LLI 1 Predominant glass type. For actual glass type and areas, see Summer & Winter Glass output on pages 2&4. EnergyGaugeO (Version: FLRCSB v4.5) FORM 600A-2004R EnergyGauge® 4.5 ' SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot 8 Poinsetta Ave Princeton Place, Sanford, FI, PERMIT #: BASE I AS -BUILT GLASS TYPES Overhang .18 X Conditioned X BSPM = Points Ornt Len Hgt Area X SPM X SOF = Points Floor Area Type/SC 1.Single,U=1.27,Clear E 1.5 4.0 5.0 15.0 63.95 63.95 0.92 0. 72.0 879.0 1381.0 24.35 6053.0 •18 2.Single,U=1.27,Clear E 1.5 6.0 9.0 63.95 0.88 50606.0 3.Single,U=1.27,Clear E 1.5 5.0 6.0 15.0 48.21 0.54 391.0 4.Single,U=1.27,Clear S S 7.0 1.5 6.0 15.0 48.21 0.87 628.0 5.Single,U=1.27,Clear W 1.5 7.6 80.0 58.03 0.95 4408.0 6.Single,U=0.90,Clear As -Built Total: 143.0 7284.0 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points t Ext Insul Exterior 4.0 1168.2 0.50 584.1 Adjacent 0.0 0.00 0.0 1. Concre e, Exterior 1168.2 1.90 2219.6 Base Total: 1168.2 2219.6 As -Built Total: 1168.2 584.1 Type Area X SPM = Points DOOR TYPES Area X BSPM = Points Adjacent 0.0 0.00 0.0 1.Exterior Wood 20.0 7.20 144.0 Exterior 20.0 4.80 96.0 Base Total: 20.0 96.0 As -Built Total: 20.0 144.0 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic 1381.0 2.13 2941.5 1. Under Attic 30.0 1381.0 2.13 X 1.00 2941.5 Base Total: 1381.0 29141.6 As -Built Total: 1381.0 2941.5 FLOOR TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Slab 165.8(p) -31.8 -5272 44 1. Slab -On -Grade Edge Insulation 0.0 165.8(p -31.90 -5289.0 Raised 0.0 0.00 no.no Base Total: -5272.4 As -Built Total: 165.8 -5289.0 Area X SPM = Points INFILTRATION Area X BSPM = Points 1'4R1 n 14.31 19762.1 1381.0 14.31 19762.1 EnergyGauge® DCA Form 60OA-2004R EnergyGauge4DlFIaRES'2004 FLRCSB v4.5 FORM 60OA-2004R EnergyGauge® 4.5 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot 8 Poinsetta Ave Princeton Place, Sanford, FI, PERMIT #: I BASE AS -BUILT Summer Base Points: 25799.8 Summer As -Built Points: 25426.7 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 30000btuh ,SEER/EFF(13.0) Ducts: Unc(S), Unc(R),Int(AH), R6.0(INS) 25427 1.00 (1.09 x 1.150 x 0.90) 0.260 1.000 7437.6 25799.8 0.3250 8384.9 25426.7 1.00 1.125 0.260 1.000 7437.6 EnergyGaugeTM DCA Form 60OA-2004R EnergyGauge®/FIaRES'2004 FLRCSB v4.5 FOFW 6.0OA-2004R EnergyGauge® 4.5 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: Lot 8 Poinsetta Ave Princeton Place, Sanford, FI, PERMIT #: I BASE AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Poin .18 1381.0 9.11 2265.0 1.Single,U=1.27,Clear E 1.5 4.0 9.0 12.13 1.04 113.0 2.Single,U=1.27,Clear E 1.5 6.0 15.0 12.13 1.02 185.0 3.Single,U=1.27,Clear E 1.5 5.0 9.0 12.13 1.03 111.0 4.Single,U=1.27,Clear S 7.0 6.0 15.0 9.67 1.98 286.0 S.Single,U=1.27,Clear S 1.5 6.0 15.0 9.67 1.05 152.0 6.Single,U=0.90,Clear W 1.5 7.6 80.0 9.45 1.01 760.0 As -Built Total: 143.0 1607.0 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 0.0 0.00 0.0 1. Concrete, Ext Insul, Exterior 4.0 1168.2 2.40 2803.7 Exterior 1168.2 2.00 2336.4 Base Total: 1168.2 2336.4 As -Built Total: 1168.2 2803.7 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 1.Exterior Wood 20.0 7.60 152.0 Exterior 20.0 5.10 102.0 Base Total: 20.0 102.0 As -Built Total: 20.0 152.0 CEILING TYPES Area X BWPM = Points Type R-Value Area X WPM X WCM = Points Under Attic 1381.0 0.64 883.8 1. Under Attic 30.0 1381.0 0.64 X 1.00 883.8 Base Total: 1381.0 883.8 As -Built Total: 1381.0 883.8 FLOOR TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Slab 165.8(p) -1.9 -315.0 1. Slab -On -Grade Edge Insulation 0.0 165.8(p 2.50 414.5 Raised 0.0 0.00 0.0 Base Total: -315.0 As -Built Total: 165.8 414.5 INFILTRATION Area X BWPM = Points Area X WPM = Points 1381.0 -0.28 -386.7 1381.0 -0.28 -386.7 EnergyGauge® DCA Form 60OA-2004R EnergyGauge®/FlaRES'2004 FLRCSB v4.5 FORM 60OA-2004R EnergyGauge® 4.5 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: Lot 8 Poinsetta Ave Princeton Place, Sanford, FI, PERMIT #: I BASE AS -BUILT Winter Base Points: 4885.5 Winter As -Built Points: 5474.3 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) (sys 1: Electric Heat Pump 30000 btuh ,EFF(7.7) Ducts:Unc(S),Unc(R),Int(AH),R6.0 5474.3 1.000 (1.078 x 1.160 x 0.92) 0.443 1.000 2791.5 4885.5 0.5540 2706.6 5474.3 1.00 1.150 0.443 1.000 2791.5 EnergyGaugeTM DCA Form 60OA-2004R EnergyGauge®/FlaRES'2004 FLRCSB v4.5 FORM &DOA-2004R EnergyGaugeO 4.5 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details I ADDRESS: Lot 8 Poinsetta Ave Princeton Place, Sanford, FI, PERMIT #: I BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2460.00 7380.0 50.0 0.90 3 1.00 2514.67 1.00 7544.0 As -Built Total: 7644•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 8385 2707 7380 18472 1 7438 2792 7544 17773 PASS EnergyGauge'rm DCA Form 60OA-2004R EnergyGauge®/FIaRES'2004 FLRCSB v4.5 FORM 60OA-2004R EnergyGauge® 4.5 Code Compliance Checklist Residential Whole Building Performance Method A - Details I ADDRESS: Lot 8 Poinsetta Ave Princeton Place, Sanford, FI, PERMIT #: I 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/sg.ft. window area; .5 cfm/sg.ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from and is sealed to the foundation to the to plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor, around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier, gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at Renetrations 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 regts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. 6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 612.1.ABC.3.2. Switch or clearly marked cir breaker (electric) or cutoff (gas) must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficient 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 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1. 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeTM DCA Form 60OA-2004R EnergyGauge0/FIaRES'2004 FLRCSB v4.5 4 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 86.7 The higher the score, the more efficient the home. , Lot 8 Poinsetta Ave Princeton Place, Sanford, FI, 1. New construction or existing New _ 2. Single family or multi -family Single family _ 3. Number of units, if multi -family I _ 4. Number of Bedrooms 3 _ 5. Is this a worst case? Yes _ 6. Conditioned floor area (ft') 1381 ft' _ 7. Glass type and area: (Label regd. by 13-104.4.5 if not default) a. U-factor: Description Area (or Single or Double DEFAULT) 7a.(Sngle, U=0.9) 80.0 ft' _ b. SHGC: (or Clear or Tint DEFAULT) 7b. (Clear) 143.0 ft' 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 165.8(p) ft _ b. N/A _ c. N/A _ 9. Wall types a. Concrete, Ext Insul, Exterior R=4.0, 1168.2 ft' b. N/A _ c. N/A _ d. N/A _ e. N/A 10. Ceiling types a. Under Attic R=30.0, 1381.0 W _ b. N/A _ c. N/A _ 11. Ducts a. Sup: Unc. Ret: Unc. AM: Interior Sup. R=6.0, 190.0 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) 1 certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: Address of New Home: City/FL Zip: Cap: 30.0 kBtu/hr _ SEER: 13.00 Cap: 30.0 kBtu/hr _ HSPF: 7.70 Cap: 50.0 gallons _ EF: 0.90 OQ THE Sr 0 nrn n � A fMC 10 WE *NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA/DOE EnergyStar'"'designation), your home may qualms for energy efficiency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec. ucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. 1 Predominant glass type. For actual glass type and areas see Summer & Winter Glass output on ages 2&4. $nergyGauge® (Version: FLR .9 v4.5) Pro ect Summa Job: 226- 0 • • 1 I'Y Hate: 2-2s-2o7 Entire House By: R W Kicklighter Greenwich Construction LLCS 2404 N Rio Grande Ave, Orlando, R For. Lot 8 Poinsetta Ave Princeton Place, Sanford, FI ii /�� ��rr ©© `r r� f ry i TILA S A"t EW-E-4"WEE 1 Notes: CITY 4F SANFnRD Weather: Orlando, FL, US Winter Design Conditions Summer Design Conditions Outside db 38 OF Outside db 96 OF Inside db 68 OF Inside db 75. OF Design TD 30 OF Design TD 21 OF Daily range M Relative humidity 50 '/0 Moisture difference 49 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing. Structure 13834 Btuh Structure 12769 Btuh Ducts 353 Btuh Ducts 549 Btuh Central vent (22 cfm) 726 Btuh Central vent (22 cfm) 508 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh _ Equipment load 14914 Btuh Use manufacturer's data n Rate/swing multiplier 1.01 Infiltration Equipment sensible load 13965 Btuh Method Simplified. Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 1400 Btuh Ducts 146 Btuh Heating Cooling. Central vent (22 cfm) 730 Btuh Area (f:2) 1381 1381.. Equipment latent load 2276 Btuh Volume (W) 11048 11048 " Air changes/hour 0.45 0.23 Equipment total load 16241 Btuh Equiv. AVF (cfm) 83 42 Req. total capacity at 0.70 SHR 1.7 ton Heating Equipment Summary Cooling Equipment Summary Make Make Trade Trade Model Cond Coil Efficiency 80 AFUE Efficiency 0 EER Heating input 0 Btuh Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual air flow 594 cfm Actual air flow 594 cfm Air flow factor 0.042 cfm/Btuh Air flow factor 0.045 cfm/Btuh Static pressure 0.00 in H2O Static pressure 0.00 in H2O Soace thermostat Load sensible heat ratio 0.86 Boldritalic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 8th Ed. SC�ofC night -Suite Residen0ai 6.0.88 RSR25092 2007-May-03 11:14:01 F\Pmnrnm F*tIavlWdnhtann HVAC%2nw-AT, rain, = M.1A Oriantntinn = N Pann 1 • Right-J Worksheet Job: 2007-67 Entire House Date: 2-26-2007 Klckllghter Greenwich Construction LLC By. R W 2404 N Rio Grande Ave. Orlando. FI 1 Room name Entire House Whole House 2 Exposed wall 165.8 ft 165.8 ft 3 Ceiling height 0.0 ft d 8.0 It heat/cool 4 Room dimensions 0.0 x 0.0 ft 5 Room area 0.0 fta 0.0 fN Ty Construction U-value Or HTM Area (ft-) Load Area (fill Load number (Btuh/ft;-'F) (Btuh/ft3) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat cool I 8 13A-4ocs 0.143 n 4.29 3.29 456 425 1825 1399 458 425 1825 1399 tAclom 1.270 n 38.10 36.74 9 0 343 331 9 0 343 331 1 A-cl om 1.270 n 3610 36.74 15 0 571 551 15 0 571 551 1 Acl om 1.270 n 38.10 36.74 9 0 343 331 9 0 343 331 Nh13A-4ocs 11 0.143 a 4.29 3.29 205 155 664 509 205 155 664 509 IA-clom 1.270 a 38.10 79.76 15 14 571 576 15 14 571 576 tAclom 1.270 a 38.10 79.76 15 1 571 1165 15 1 571 1165 11D0 0.390 a 11.70 13.34 20 20 234 267 20 20 234 267 13A-4ocs 0.143 s 4.29 3.29 458 378 1622 1243 458 378 1622 1243 1 Act ovd 0.900 s 27.00 30.41 80 80 2160 2199 80 80 2160 2199 W 13A-4ocs 0.143 ' w 4.29 3.29 205 205 879 674 205 205 879 674 C 168-30ad 0.032 - 0.96 1.85 1381 1381 1326 2550 1361 1381 1326 2550 F 22A4ph 1.358 - 40.74 0.00 166 0 0 0 166 0 0 0 8 c) AED excursion 0 0 Envelope loss/gain 11110 11795 11110 11795 12 a) Infiltration 2724 975 2724 975 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants ® 230 0 0 0 0 Appliances ® 1200 0 0 0 0 Subtotal pines 6 to 13) 13834 12769 13834 12769 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 13834 12769 13834 12789 15 Duct loads 13% 4% 353 549 3% 4% 353 548 Total room load 14187 13318 14187 13318 Air required (rim) 594 594 1594 584 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. w�91't1t50T't Rlght-Suite Residendel 6.0.86 RSR25092 2007-May-03 11:14:01 FAProgrem Files\Wdghtsoft HVAC12007-57.np Calc - MJ8 Orientation - N Page 1 goo 2404 N Rio Grande Ave. Orlando, Fl For. Project Summary Entire House Greenwich Construction LLC Notes: Lot 8 Poinsetta Ave Princeton Place, Sanford, FI Weather: Orlando, FL, US Winter Design Conditions Outside db 38 OF Inside db 68 OF Design TD 30 OF Heating Summary Structure 13834 Btuh Ducts 353 Btuh Central vent (22 cfm) 726 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 14914 Btuh Infiltration Method Simplified. Construction quality Average Fireplaces 0 Heating Cooling. Area (ft') 1381 1381-- Volume (fe) 11048 11048 " Air changes/hour 0.45 0.23 Equiv. AVF (cfm) 83 42 Heating Equipment Summary Make Trade Model Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Soace thermostat 80 AFUE 0 Btuh 0 Btuh 0 OF 594 cfm 0.042 cfm/Btuh 0.00 in H2O Job: 2007-67 Date: 2-26-2007 By: R W Kickllghter Summer Design Conditions Outside db 96 OF Inside db 75. OF Design TD 21 OF Daily range M Relative humidity 50 % Moisture difference 49 gr/lb Sensible Cooling Equipment Load Sizing. Structure 12769 Btuh Ducts 549 Btuh Central vent (22 cfm) 508 Btuh Blower 0 Btuh Use manufacturer's data n Rate/swing multiplier 1.01 Equipment sensible load 13965 Stuh Latent Cooling Equipment Load Sizing Structure 1400 Btuh Ducts 146 Btuh Central vent (22 cfm) 730• Btuh Equipment latent load 2276 Btuh Equipment total load 16241 Btuh Req. total capacity at 0.70 SHR 1.7 ton Cooling Equipment Summary Make Trade Cond Coil Efficiency Sensible cooling Latent cooling Total cooling Actual air flow Air flow factor Static pressure Load sensible heat ratio Boldritalic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 8th Ed. 0 EER 0 Btuh 0 Btuh 0 Btuh 594 cfm 0.045 cfm/Btuh 0.00 in H2O 0.86 !�►� W1'I4gIi-91rSC:)ft Right-SuiteResidendal6.0.80RSR25092 {�t✓� F1Pm mrn Filp.sWrinhtcnft HVAC%20n7-57.rm Cale. = M.18 Orientation = N 2007-May-03 11:14:01 PRna 1 Wrlghtsoft- 1, ; sien t; 2404 N Rio Grande Ave. Orlando, Fl Right-J Worksheet Entire House Greenwich Construction LLC Job: 200757 Date: 2-26-2007 By: R W Kickllghter 1 Room name Entire House Whole House 2 Exposed wall 165.8 ft 165.8 It 3 Ceiling height 0.0 ft d 8.0 it lieat/cool 4 Room dimensions 0.0 x 0.0 ft 5 Room area 0.0 fe 0.0 ft' Ty Construction U-value Or HTM Area (1112) Load Area (It') Load number (Btuh/ft--F) (Btuh/ft3) or perimeter (ft) (Stuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Grow N/P/S Heat Cool I 8 13Ar4ocs 1 Act om 1 A-cl om 0.143 1.270 1.270 n n n 4.29 38.10 38.10 3.29 36.74 36.74 458 9 15 425 0 0 1825 343 571 1399 331 551 458 9 15 425 0 0 1825 343 571 1399 331 551 -G II�;G 1 A-cl om 1.270 n 38.10 36.74 9 0 343 331 9 0 343 331 11 13A-4ocs 0.143 a 4.29 3.29 205 155 664 509 205 155 684 509 1Ac1orn 1A-clom 1.270 1.270 a a 38.10 38.10 79.76 79.76 15 15 14 1 571 571 576 1165 15 15 14 1 571 571 576 1165 11 DO 0.390 a 11.70 13.34 20 20 234 267 20 20 234 267 13A-4ocs 0.143 s 4.29 3.29 458 378 1622 1243 458 378 1622 1243 t-G 1A-clovd 0.900 s 27.00 30.41 80 80 2160 2199 80 80 2160 2199 W 13A-4ocs 0.143 w 4.29 3.29 205 205 879 674 205 205 879 674 C 16B30ad 0.032 - 0.96 1.85 1381 1381 1326 2550 1381 1381 1326 2550 F 22A-tph 1.358 - 40.74 0.00 166 0 0 0 166 0 0 0 8 c) AED excursion 0 0 Envelope loss/gain 11110 11795 11110 11795 12 a) Infiltration 2724 975 2724 975 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants ® 230 0 0 0 0 Appliances ® 1200 0 0 0 0 Subtotal (fines 6 to 13) 13834 12769 13834 12769 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 13834 12769 13834 12769 15 Duct loads 1 3% 4% 353 549 3% 4% 353 549 Total room load 14187 13318 14187 13318 Air required (cfm) 594 5941 1594 594 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. wragF7t50i'C Right -Suite Residential 6.0.88 RSR25092 2007-May-0311:14:01 �� FAProgratn Files%Wrlghtaaft HVAC12007-57.rrp Calc = MJ8 Orientation = N Page 1 a9 2474Job No: 317887aa© :Building Bid No: M11707 Supply ENGINEERING COVER SHEET ewoMUEY=,pany Project. Model CAPTIVA II Sold To: John Kurzon Inc. Ship To: LotlBlock/Sub: 8 , , Princeton Place City/County: Sanford , Seminole Co Design Code (Design Software Wind Speed IFBC2004/TP12002 IMitek 20/20 6.500 1120 mph Design Method: I Roof Load Floor Load IMWFRS/C-C Hybrid Wind ASCE 7-02 140 psf Engineer or Professional of Record: Michael A. Thompson - PO Box 580937, Orlando FL PE#47509 This package includes 19 individual, dated Truss Design Drawing(s). Page 1 of 1. ID Seq No Date ID Seq No Date ID Seq No Date ID Seq No Date 1a01 3010708 2/26/2007 1a06 3010713 2/26/2007 (cjly 3010718 2/26/2007 Jej7 3010723 2/26/2007 a02 3010709 2/26/2007 Ib01 3010714 2/26/2007 1ci3 3010719 2/26/2007 Jej7v 3010724 2/26/2007 1a03 3010710 2/26/2007 1b02 3010715 2/26/2007 lcj3v 3010720 2/26/2007 lkj7 3010725 2/26/2007 1a04 1a05 3010711 3010712 2/26/2007 2/26/2007 Ic01 Icj1 3010716 3010717 3/5/2007 2/26/2007 1cj5 �cj5v 3010721 3010722 2/26/2007 2/26/2007 lkj7v 3010726 2/26/2007 PLANS REVIEWED CITY OF SANFORD Steven P. Lieberman, P.E. (Truss Design Engineer; FL PE License # 58912); ' Stock Building Supply.; 220 W. Brandon Blvd.; Suite #204; Brandon, FL 33511 (813) 571-0870 The truss drawing(s) referenced above have been prepared under my direct supervision based on the parameters provided by Stock Building Supply. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. UNLESS NOTED ABOVE, THERE IS NO STRUCTURAL ENGINEER OF RECORD AT THE 77ME THESE DRAWINGS WERE SEALED NOTE: The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of the component for any particular building is the responsibility of the building designer, per ANSI/TPI-2002 Sec.2. 0310512007 Job Truss Truss Type Ply KURZON - CAPTIVA II / BILL 317886 A01 ROOFTRUSS jQty 1 1 Job Reference o I Stock Building Supply, Sanford, FL 32771 6.500 s Dec 14 2006 Mrrek Industries, Inc. Mon Mar 05 15:33:29 2007 Page 1 -1-6-0, 7-1-8 12-10-0 18-6-8 _ 25-8-0 27-2-0 , 1-6-0 7-1-8 3x4 = 5-8-8 4x6 = 3x4 II 5-8-8 7-1-8 1-6-0 Scale = 1:45.7 3.00 12 7-1-8 13-2-0 18-6-8 _ 25-8-0 , 7-1-8 6-0-8 5-4V-f 7-1-8 LOADINQpsf) TOLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 sPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr NO Code FBC20D4/TP12002 CSI TC 0.58 BC 0.70 W8 0.74 (Matrix) DEFL In (1o) -VdeC4$c1.Fr U Vert(LL)-0.0611.13 >999 360 Vert(TL) -0.1811-13 >843 240 Horz(TL) 0.03 11 n/a n/a Wind(LL) 0.0811.13 >999 240 rPLATES GRIP MT20 244/190 Weight: 142 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 4.8.14 oc purlins. Except: BOT CHORD 2 X 4 SYP No.2 *Except* 6.0-0 oc bracing: 3-10 B2 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 3-2-15 oc bracing. Except: WEBS 2 X 4 SYP N0.3 4-9-0 oc bracing: 7-14 1-Ply REACTIONS(lb/size) 2=192/13-2-0, 15=2167/13-2.0, 11=684/0-8-0, 16=1166/13.2-0 Max Hors 2=105(LC 4) Max Uplift2=-176(LC 5), 15=-534(LC a), 11=-417(LC 6), 16=-478(LC 5) Max Grav 2=223(LC 9), 15=2167(LC 1), 11=687(LC 10), 16=1211(LC 9) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1.2-0/39, 2-17=-107/313, 3-17=-83/413, 3.4=-280/933, 4-6=-249/982, 3-5=-542/338, 5-7=-542/338, 7-9=-808/417, 9.10=-808/417, 6-8— 275/1067, 8-10=-306/1031, 10.18=-1319/596, 11-18=-1493/582, 11-12=0/36 BOT CHORD 2-16=-282/193, 15-16=-82/74, 14-15=-2071/612, 7-14=- 1500/513, 13-14=-338/1125, 11-13=-391/1306 WEBS 7-16=-242/136, 6-7=-1187/373, 8-9=-57/51, 4-5=-28/45, 10-13=-270/1030, 10-14=-1293/503, 3-16=-368/246 NOTES (10-11) - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.02; 120mW(3-second gust); h-30ft; TCDL=4.2psf; BCDL-6.Opsf; Category II; Exp B; enclosed; MWFRS gable end zone; 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 noncDncurrent with any other live loads. 5) Bearing at joint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing platecapable of withstanding 176 lb uplift at joint 2, 534 lb uplift at joint 15, 417 lb uplift at joint 11 and 478 lb uplift at joint 16. 7) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-30d nails. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 513 lb down and 286 lb up at 18-6-8, and 513 Ill down and 286 lb up at 7-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) Segn:3010708, Date:2/26/2007 11) lacks framing Into horizontal top chord will act as bracing from 3-10. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pin Vert: 1-3=-60, 3-6= 60, 3-10=-65(F), 6-10=-60, 10-12=-60, 2-16=-20, 15-16=-42(F=-22), 13-14=-42(F=-22), 11-13=-20 Concentrated Loads (lb) Vert: 13=-513(F) 16=-513(F) N 0310512007 Truro Design Engineer: Steven Liebomrnn, P.E. (FL Ucmuo 058912) Stock Building Supply 220 W. Brondon BNd.; Sub. 204. Brandon, FL 33511 Job Truss Truss Type Qty Ply KURZON - CAPTIVA II / BILL 317886 A02 ROOF TRUSS 16 1 Job Reference o I Stock Building Supply, Sanford, FL 32771 6.500 s Dec 14 2D06 MITek Industries, Inc. Mon Mar 05 15:38:30 2007 Page 1 a -1-6-0 , 6-7-11 12-10-0 ,_ 19-0-5 25-8-0 27-2-0 , r 7 I I 1-6-0 6-7-11 6-2-5 6-2-5 6-7-11 1-" Scale = 1:44.3 4x10 = 4x6 % '" 6-7-11 12-10-0 19-0-5 1 25-8-0 6-7-11 6-2-5 6-2-5 6-7-11 LOADINQpsf) SPACING 2-0-0 TOLL 20.0 Plates Increase 1.25 TCDL 10.0 Lumber Increase 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC20D4[TP12002 LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 1 - Ply REACTIONS(lb/size) 2=1110/0-8-0, 6=1110/D-8-0 Max Horz 2=105(LC 5) Max Uplift2=-432(LC 6), 6=-432(LC 7) CSI DEFL In (loc) Vdefi L/d PLATES GRIP TC 0.41 Vert(LL) -0.19 9 >999 360 MT20 244/190 BC 0.63 Vert(TL) -0.51 8-9 >593 240 WB 0.53 Horz(TL) 0.37 6 n/a n/a (Matrix) Wind(LL) 0.20 8.9 >999 240 Weight: 115lb BRACING TOP CHORD Structural wood sheathing directly applied or 3-3-13 be purlins. BOT CHORD Rigid ceiling directly applied or 7-11.7 oc bracing. FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2-0/36, 2-11=-3026/826, 11-12--2939/837, 3-12--2863/849, 3-13--2183/637, 4-13=-2098/649, 4-14=-2098/649, 5.14=-2183/637, 5-15--2863/849, 15-16=-2939/837, 6.16=-3026/826, 6.7=0/36 BOT CHORD 2-10=-612/2677, 9-10=-614/2676,8-9=-614/2676, 6-8=-612/2677 WEBS 3-10=0/257, 3-9=-771/368, 4-9=-260/1497, 5-9=-771/376, 5-8=0/257 NOTES (6) 1) Unbalanced roof live bads have been considered for this design. 2) Wind: ASCE 7-02; 120mph (3-second gust); h=30ft; TCDL=4.2psf; BCDL=6.Opsf; Category II; Exp B; enclosed; MWFRS gable end zone and C-C Exterior(2) -1.6.0 to 1-6-0, Interior(1) 1-6-0 to 9-10.0, Exterior(2) 9-10-0 to 12.10-0, Interior(1) 15-10-0 to 24-2-0 zone; 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) Bearing at joint(s) 2, 6 considers parallel to grain value using ANSMI 1 angle to grain formula. Building designer should verity opacity of bearing surface. S) Provide mechanical connection (try others) of truss to bearing plate capable of withstanding 432 It, uplift at joint 2 and 432 lb uplift at joint 6. 6) Segn:3010709, Date:2/26/2007 LOAD CASE(S) Standard w 0310512007 Truss Design Engineor. Stowe Lieb—n, P.E. (FL License 0 58912) Stock Building Supply 220 W. Brandon Bhd.; Suxe 204, Brandon, FL 33511 Job Truss Truss Type Qty Ply KURZON - CAPTNA II / BILL 317886 A03 ROOF TRUSS 3 1 Job Reference (optional) Stock Building Supply, Sanford, FL 32771 6.5W S Dec 19 Z006 M,Tex InausLrles, Inc. Mn Mar 05 15:38:32 ZU07 Page 1 6-7-11 12-10-0 19-0-5 25-8-0 27-2-0 6-7-11 6-2-5 6-2-5 6-7-11 1-6-0 Scale = 1:42.0 4x10 = 4x6 6-7-11 12-10-0 19-0-5 , 25-8-0 6-7-11 6-2-5 6-2-5 6-7-11 LOADING{psf) SPACING 2.0.0 CSI DEFL In (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.45 Vet(LL) -0.20 7-8 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.69 Vert(TL) -0.51 7-8 >586 240 BCLL 0.0 Rep Stress Incr YES WB 0.56 Horz(TL) 0.37 5 n/a n/a BCDL 10.0 Code FBC2004/TPI2002 (Matrix) Wind(LL) 0.22 7-8 >999 240 Weight: 112 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-15 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-11.0 oc bracing. WEBS 2 X 4 SYP No.3 1 - Ply REACTIONS(Ib/size) 1-996/D-8-0, 5=1114/0.8-0 Max Horz 1=-129(LC 4) Max Upliftl=-301(LC 6), 5=-434(LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-10=-3083/974, 10-11=-2996/975, 2-11=-2920/988, 2-12=-2199/667, 3-12--2113/688, 3-13=-2112/686, 4-13=-2198/675, 4-14=-2879/890, 14-15=-2955/877, 5.15=-3D42/867, 5.6=0/36 BOT CHORD 1-9=-753/2734, 8-9=-751/2731, 7-8=-651/2690, 5-7=-649/2691 WEBS 2-9=0/261, 2-8=-812/420, 3-8=-301/1512, 4-8=-771/377, 4-7=0/257 NOTES (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.02; 120mph (3-second gust); h=30ft; TCDL=4.2psf; BCDL=6.Opsf; Category II; Exp B; enclosed; MWFRS gable end zone and C-C Exterior(2) 0-4-0 to 3-4-0, Interior(1) 3-4-0 to 9-10-0, Exterior(2) 9-10-0 to 12-10-0, Interior(1) 15.10-0 to 24-2-0 zone; 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) Bearing at joint(s) 1, 5 considers parallel to grain value 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 301 lb uplift at joint 1 and 434 lb uplift at joint S. 6) Segn:3010710, Date:2/26/2007 LOAD CASE(S) Standard ,4 - 0310512007 Truss Design Enginmr.. Stovon Lieberman, P.E. (FL License 0 58912) Stock Building Supply 220 W. Bandon Blvd.: Suite 204, B—don, FL 33511 lob Truss Truss Type PM KURZON - CAPTIVA II / BILL 317886 A04 ROOF TRUSS jQtV 1 1 I ]cab Reference o canal Stock Building Supply, Sanford, FL 32771 6.500 S Dec 14 2006 MIT& Industries, Inc. Mon Mar 05 15:36:33 2007 Page 1 5-10-4 11-0-0 14-8-0 19-9-12 25-8-0 27-2-0 , 1-6-0 5-10-4 5-1-12 3-8-0 5-1-12 5-10-4 1-6-0 Sole = 1:45.0 4x6 = 4x6 = , 5-10-4 11-1-8 , 14-6-8 , 19-9-12 ,__ 25-8-0 5-10-4 5-3-4 3-5-0 5-3-4 5-10-4 LOADINQpsf) 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) -0.20 9-10 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.59 Vert(TL) -0.49 9-10 >609 240 BCLL 0.0 Rep Stress Incr YES WB 0.32 Horz(TL) 0.35 7 n/a n/a BCDL 10.0 Code FBC20D4/TPI2002 (Matrix) Wind(LL) 0.2111-12 >999 240 Weight: 114 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3-5-2 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 7-0-10 oc bracing. WEBS 2 X 4 SYP No.3 1 - Ply REACTIONS(lb/size) 2=1110/0-8-0, 7=1110/0-8-0 Max Hors 2=-89(LC 4) Max Uplift2=-030(LC 6), 7=-430(LC 7) FORCES (lb) - Maximum Compresslon/Maximum Tension TOP CHORD 1-2=0/36, 2-13=-3034/1004,3-13--2955/1024, 3-14=-2378/839,4-14--2308/856, 4-5=-2096/840,5-15=-2308/856,6.15=-2378/839, 6.16=-2955/1024,7.16=-3034/1004,7-8=0/36 BOT CHORD 2-12=-773/2678, 11-12=-780/2681, 10-11=-488/2096, 9.10— 780/2681,7-9=-773/2678 WEBS 3-12=0/224, 3-11=4542/313, 4-11=-161/773, 5-10=-161/773, 6.10=-642/322, 6-9=0/224 NOTES (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 120mph (3-second gust); h=30ft; TCDL=4.2psf; BCDL=6.Opsf; Category 11; Exp B; enclosed; MWFRS gable end zone and C-C Exterior(2) -1-6-0 to 1-6-0, Interlor(1) 1-6.0 to 6-9-1, Exterlor(2) 6.9-1 to 18-10-15, Interior(1) 18-10-15 to 24-2-0 zone; 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 nonooncurrent with any other live loads. 5) Bearing at joint(s) 2, 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify opacity of bearing surface. 6) Provide mechanical connection (try others) of truss to bearing plate capable of withstanding 430 lb uplift at joint 2 and 430 lb uplift at joint 7. 7) Segn:3010711, Date:2/26/2007 LOAD CASE(S) Standard 0310512007 Truss Design Enginee,Steven Llobennan, P.E. (FL Uk a 59912) Stock Building Supply 220 W. Brandon Blvd.: Suite 201, Brandon, FL 33511 Job Truss . Truss Type Qty %y - CAPTIVA II / BILL 317886 AOS ROOF TRUSS 1 1 JKURZON ]cab Reference (optional) Stock Building Supply, Sanford, FL 32771 6.500 5 Dec !9 ZOgb MneK In0U5U1es, Inc. Mn Mar uS 15:3N:J5 LW/ rage 1 11 -1-6-0 , 5-3-1 9-0-0 16-8-0 _, 20-4-15 25-8-0 27-2-0 , 1-6-0 5-3-1 3-8-15 7-8-0 3-8-15 5-3-1 1-6-0 Sole - 1:45.0 Sx8 = J.uol1Z 5x10 = 9-1-8 , 16-6-8 i 25-8-0 9-1-8 7-5-0 9-1-8 LOADIN"f) SPACING 2-0-0 CSI DEFL in (loc) Vc1efl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.50 Vert(LL) -0.19 9.10 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.61 Vert(TL) -0.53 7-9 >564 240 BCLL 0.0 Rep Stress Incr YES WB 0.25 Horz(TL) 0.34 7 rt/a n/a BCDL 10.0 Code FBC20D4/TPI2002 (Matrix) Wind(LL) 0.24 9-10 >999 240 Weight: 115lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-12 oc purlirts. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-8.0 oc bracing. WEBS 2 X 4 SYP No.3 I - Ply REACTIONS(lb/size) 2=1110/0-8.0, 7=1110/0-8-0 Max Hors 2=81(LC 6) Max Uplift2=-432(LC 6), 7--432(LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/36, 2-11=-2905/1116, 3-11=-2834/1131, 3.12=-2695/995, 4-12=-2597/1006, 4-5=-2422/979, 5-13--2599/1008, 6.13=-2696/997, 6.14=-2836/1132, 7-14=-2907/1117, 7-8=0/36 BOT CHORD 2-10— 872/2569, 9.10=-674/2423, 7-9=-872/2571 WEBS 3-10=-110/247, 4-10=-123/793, 5-10=-195/193, 5-9=-124/795, 6.9=-111/255 NOTES (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.02; 120mph (3-second gust); h=30ft; TCDL=4.2psf; BCDL=6.Opsf; Category 11; Exp B; enclosed; MWFRS gable end zone and C-C Exterlor(2) -1-6.0 to 1-6-0, Interior(1) 1.6.0 to 4-9-1, Exterior(2) 4-9-1 to 20.8-6, Intedor(1) 20-8-6 to 24-2-0 zone; 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 nano rcurrent with any other live loads. 5) Bearing at joint(s) 2, 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verity opacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 432 lb uplift at joint 2 and 432 lb uplift at joint 7. 7) Segn:3010712, Date:2/26/2007 LOAD CASE(S) Standard 0310512007 Trust Design Engineer. Steven Lieberman. P.E. (FL Liot—o d 58012) Stock Building Supply 220 W. B—don Blvd.: Suite 201, Brnrd-, FL 33511 Job, Tens Truss Type Q1Y Ply KURZON - CAPTIVA II / BILL 317886 A06 ROOF TRUW 1 2 Job Reference t Stock uuming 5UPply, SanrOrV, rL JZ//1 —oo— <w. goy= , -1-6-0 7-0-0 12-10-0 18-8-0 25-8-0 27-2-0 1-" 7-" 5-10-0 5-10-0 7-0-0 1-" Scale - 1:45.0 4x10 = 3.00 12 2x4 II 4x10 = t 7-3-0 1 12-10-0 1 ____ 18-5-0 25-8-0 7-3-0 5-7-0 5-7-0 7-3-0 LOADINQpsf) SPACING 2-0.0 CSI DEFL In (loc) I/defl L/d PLATES GRIP TOLL 20.0 Plates Increase 1.25 TC 0.57 Vert(L-) -0.28 9 >999 360 MT20 244/190 TCDL 10.0 Lumber increase 1.25 BC 0.67 Vert(TL) -0.68 8-9 >442 240 BOLL 0.0 Rep Stress Incr NO WB 0.30 Horz(TL) 0.40 6 n/a n/a BCDL 10.0 Code FBC20D4f PI2002 (Matrix) Wind(LQ 0.40 9 >747 240 Weight: 218lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 4-7-14 oc puriins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 7-9-4 oc bracing. WEBS 2 X 4 SYP No.3 2 - Ply REACTIONS(lb/size) 2-2004/0-8.0, 6=2004/0-8-0 Max Horz 2=81(LC 5) Max Uplift2=-1146(LC 5), 6=-1146(LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/36, 2-11=-6449/3441, 3-11=-6277/3454, 3.12=-7279/4068, 12-13=-7279/4068, 4-13=-7279/4068, 4-14=-7279/4068, 14-15=-7279/4068, 5-15=-7279/4068, 5-16=-6277/3385, 6.16=-6449/3371, 6.7=0/36 BOT CHORD 2-10=-3055/5776,1D-17=-3061/5835, 17-18=-3061/5835, 9.18=-3061/5835,9-19=-2979/5835, 19-20=-2979/5835, 8.20=-2979/5835,6-8=-2975/5776 WEBS 3-10=-807/1901, 3-9=-1137/1695, 4-9=-713/699, 5-9=-3089/1663,5.8=-786/1901 NOTES (10) 1) 2-py truss io be connected together with IOd (0.131"0") nails as follows: Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7.02; 120mph (3-second gust); h=30ft; TCDL=4.2psf; BCDL=6.Opsf; Category II; Exp B; enclosed; MWFRS gable end zone; Lumber DOL-1.33 plate grip DOL=1.33. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Bearing at joint(s) 2, 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1146 lb uplift at joint 2 and 1146 lb uplift at Joint 6. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 186 lb down and 254 lb up at 7-0-0, 111 lb down and 153 lb up at 9-0.12, 111 lb down and 153 lb up at 11-0-12, 111 lb down and 153 lb up at 12-10.0, 111 lb down and 153 lb up at 14-7-4, and 111 lb down and 153 lb up at 16.7-4, and 226 lb down and 254 lb up at 18.8-0 on top chord, and 353 lb down and 141 lb up at 7-3-0, 92 lb down at 9-0-12, 92 lb down at 11-0-12, 92 lb down at 12-10-0, 92 lb down at 14-7-4, and 92 lb down at 16.7-4, and 353 lb down and 141 lb up at 18-5-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) Segn:3010713, Date:2/26/2007 LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 3.5=-60, 5.7=-60, 2.30=-20, 8-10=-20, 6-8=-20 Concentrated Loads (lb) • Vert:3=-186(B) 5--186(B) 10=-316(B) 8=-316(B) 9=-46(8) 4— 111(B) 12=-111(B) 13=-111(8) 14=-111(B) 15=-111(B) 17=-46(B) 18=-46(8) 19=-46(B) 20=-46(B) 0310512007 Truss Design Englr a .. Steven Ueb—tin, P.E. (FL Licbtse 0 56912) Stock Building Supply 220 W, Brondon Blvd.: Suite 204, Bmndon, FL 33511 lob Truss Truss Type QN Ply KURZON - CAPTIVA II / BILL 317886 B01 ROOF TRUSS 2 1 Job Reference (obtlonal Stock Building Supply, Sanford, FL 32771 6.500 s Dec 14 Z006 MlTek Industries, Inc. Mon Mar 05 15:313:38 Z007 Page 1 -1-6-0, 7-0-0 13-0-0 20-0-0 21-6-0 , 1-6-0 7-" 6-" 7-" 1-6-0 Sole = 1:35.6 I 8x10 10 11 5x8 = 2x4 II 30 = 7-0-0 13-0-0 20-" r 7-0-0 6-" 7-0-0 LOADINC(psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plates Inaease 1.25 TC 0.80 Vert(LL) -0.08 7-8 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.64 Vert(TL) -0.24 7-8 >987 240 BOLL 0.0 Rep Stress Incr NO WB 0.24 Horz(TL) 0.08 5 n/a n/a BCDL 10.0 Code FBC2004/TPI2002 (Matrix) Wind(LL) 0.24 7-8 >972 240 Weight: 86lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3-6-4 oc puriins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 4-5-13 oc bradng. WEBS 2 X 4 SYP No.3 1 - Ply REACTIONS(lb/size) 2-1572/0-8-0, 5=1572/0-8-0 Max Horz 2-83(LC 5) Max Uplift2--1209(LC 5), 5— 1209(LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/40,2-9=-2712/2098,3-9=-2543/2111,3.10=-2345/1961,10.11=-2345/1961,4-11=-2345/1961,4-12=-2543/2112, 5.12=-2713/2098, 5-6=0/40 BOT CHORD 2-8=-1787/2322, 8-13=-1804/2345, 13-14=-1804/2345, 7-14=-1804/2345, 5-7=-1752/2323 WEBS 3-8= 431/743, 3-7=-97/125, 4-7=452/744 NOTES (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 120mph (3-second gust); h=30ft; TCDL=4.2psf; BCDL=6.Opsf; Category II; Exp B; enclosed; MWFRS gable end zone; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1209 lb uplift at joint 2 and 1209 lb uplift at joint 5. 6) Hanger(s) or other connection device(s) shall be provided suffident to support concentrated load(s) 162 lb down and 227 lb up at 7.0-0, 111 lb down and 150 lb up at 9-G-12, and I I I lb down and 150 lb up -at 10-11-4, and 202 lb down and 227 lb up at 13-G-0 on top chord, and 378 lb down and 424 lb up at 7-0.0, 92 lb down and 71 lb up at 9-0-12, and 92 lb down and 71 lb up at 10.114, and 378 lb down and 424 lb up at 12-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 8) Segn:3010714, Date:2/26/2007 LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 34=-60, 4.6=-60, 2-5=-20 Concentrated Loads (Ib) Vert: 3=-162(F) 4=-162(F) 8=-370(F) 7=-370(F) 10=-111(F) 11=-111(F) 13=-46(F) 14=46(F) 0310512007 Truss Design Englne .. Steven Uetarmnn, P.E. (FL Licauo n 58812) Stock Building Supply 220 W. Bmnoon Blvd.: Suko 20e, BmnEon, FL 33511 Job Truss Truss Type Ply KURZON - CAPTIVA II / BILL 317886 B02 ROOF TRUSS jQty 2 1 I Job Reference (optional) Stock Building Supply, Sanford, FL 32771 6.5ou s Dec 14 zuub mnelt Ir10U5me5, Inc. mn mar us 15:78:39 zW/ Page 1 ,-1-6-0, 4-9-4 , 9-0-0 , 11-0-0 , 15-2-12 , 20-0-0 21-6-0 , 1-6-0 4-9-4 4-2-12 2-0-0 4-2-12 4-9-4 1-6-0 Scale = 1:35.6 4x6 = 4x6 = 3x4 = 3x4 = 9-M 11-0-0 20-0-0 9-0-0 2-0-0 9-0-0 LOADINQpsf) SPACING 2-0-0 CSI DEFL in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.31 Vert(LL) -0.12 2-10 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.54 Vert(TL) -0.32 2-10 >716 240 BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(TL) 0.04 7 n/a r1/a BCDL 10.0 Code FBC2DD4/fPI2002 (Matrix) Wind(LL) 0.05 2-10 >999 240 Weight: 95 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 5.6.7 oc pudins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. WEBS 2 X 4 SYP No.3 1-Ply REACTIONS(lb/size) 2=883/D-8.0, 7=883/0.8-0 Max Horz 2=84(LC 6) Max Uplift2=-379(LC 6), 7=-379(LC 7) FORCES(lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/40, 2.11=-1248/534, 3-11=-1209/549, 3-12=-983/430, 4-12=-919/442, 4-5=-829/4S7, 5-13=-919/442, 6.13=-983/430, 6-14=-1209/549, 7-14=-1248/534, 7.8=0/40 BOT CHORD 2-10=-333/1060,9-10=-143/829, 7-9=-333/1060 WEBS 3-10=-300/228,4-10=-28/274, 5-9=-28/274, 6-9=-300/229 NOTES (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 120mph (3-second gust); h=30ft; TCDL=4.2psf; BCDL=6.Opsf; Category II; Exp B; enclosed; MWFRS gable end zone and C-C Exterior(2) -1-6.0 to 1.6.0, Intedor(1) 1-6-0 to 4-7-0, Exterlor(2) 4-7.4 to 15-4-12, Interior(1) 15-4-12 to 18.6-0 zone; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 379 lb uplift at joint 2 and 379 lb uplift at joint 7. 6) Segn:3010715, Date:2/26/2007 LOAD CASE(S) Standard 0310512007 Truss Doign Englrro .. Stmen Liobu n, P.E. (FL Litt a 58912) Stxh Bulding Supply 220 W. Bmndon Bhd.; Sub. 204. Brandon, FL 33511 lob Truss Truss Type QtY PN KURZON - CAPTIVA II / BILL 317886 C01 ROOF TRUSS S 1 Job Reference (optional) b=K tw1101ng Supply, �amor0, rL JL//1 -1-6-0 3-0-0 6-0-0 7-6-0 1-6-0 3-0-0 3-0-0 1-6-0 Scale - 1:13.7 3 6.00 FIT 3x4 = T1 Tl 4 . 131 1$ 5 1 2x4 = 6-0-0 2x4 = LOADINQpsf) SPACING 2-0-0 CSI DEFL In (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.25 Vert(LL) -0.06 2-4 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.46 Vert(TL) 0.16 2-4 >437 240 BOLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2004/TP12002 (Matrix) Wind(LL) 0.21 2-4 >331 240 Weight: 24lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purOns. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1 - Ply REACTIONS(lb/size) 2=327/0-3-8, 4=327/0-3-8 Max Horz 2=-33(LC 7) Max Uplift2=-309(LC 6), 4=-309(LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/39, 2-3=-175/140, 3.4=-175/140, 4-5=0/39 BOT CHORD 2-4=-11/106 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 120mph (3-seoond gust); h=30ft; TCDL=4.2psf; BCDL=6.Opsf; Category 11; Exp B; enclosed; MWFRS gable end zone and C-C Exterior(2) zone; porch 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 309 lb uplift at joint 2 and 309 lb uplift at joint 4. 5) Segn:3010716, Date:3/5/2007 LOAD CASE(S) Standard 0310512007 Truss Design Enginoor. Sloven Liabarn an, P.E. (FL Lk;enae p 58912) Stock Building Supply 220 W. Brandon Blvd.; Sulto 204, Brandon, FL 33511 300 Truss Truss Type Qty Ply KURZON - CAPTIVA II / BILL 317886 01 ROOF TRUSS 10 I 1 lob Refererxx• I 3 -1-6-0 0-11-0 1-" 0-11-0 Sole = 1:5.6 LOADINQpsf) SPACING 2-0.0 CSI DEFL in (loc) I/defi L/d PLATES GRIP TOLL 20.0 Plates Increase 1.25 TC 0.39 Vert(LL) -0.00 2 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.02 Vert(TL) -0.00 2 >999 240 BOLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2004/TP12D02 (Matrix) Wind(LQ 0.00 2 >999 240 Weight: 6 lb LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 1 - Ply REACTIONS(lb/size) 2=207/D-3-8, 4=9/Mechanical, 3=-54/Mechanical Max Horz 2-82(LC 6) Max Uplift2=-239(LC 6), 4=-B(LC 4), 3=-54(LC 1) Max Grav 2=207(LC 1), 4=18(LC 2), 3=86(LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/39, 2-3=-52/91 BOT CHORD 2-4=0/0 BRACING TOP CHORD Structural wood sheathing directly applied or 0-11-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES (5) 1) Wind: ASCE 7-02; 120mph (3-second gust); h=30ft; TCDL=4.2psf; BCDL=6.Opsf; Category 11; Exp B; enclosed; MWFRS gable end zone and C-C Comer(3) zone; porch 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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 239 lb uplift at joint 2, 8 lb uplift at joint 4 and 54 lb uplift at Joint 3. 5) Segn:3010717, Date:2/26/2007 LOAD CASE(S) Standard 0"5/2007 Truax Design Engineer. Steven Liebera,an, P.E. (FL Lkxxne a 58912) Steak Building SuPWy 220 W. Brandon Blvd.; Suite 204, Brandon, FL 33511 Job Truss Truss Type Qty Ply KURZON - CAPTIVA II / BILL 317886 01V ROOF TRUSS 6 I 1 bD Reference (optional) Stock Building Supply, Sanford, FL 32771 6.500 s Dec 14 2006 MiTek Industries, Inc. Mn Mar 05 15:38:41 2007 Page 1 -1-6-0 i 0-11-0 1 6-0 0-11-0 LOADINQpsf) SPACING 2-0-0 CSI DEFL in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.38 Vert(LL) -0.00 2 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.01 Vert(TL) -0.00 2 >999 240 8CLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2004/TP12002 (Matrix) Wind(LL) 0.00 2 -*-* 240 Weight: 6 lb LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 1 - Ply REACTIONS(lb/s(ze) 2=215/0-8-0, 4=8/Mechanical, 3--63/Mechanical Max Hors 2-78(LC 6) Max Uplift2=-223(LC 6), 3=-63(LC 1) Max Grav 2=215(LC 1), 4=17(LC 2), 3=82(LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/32, 2.3=-68/108 SOT CHORD 2-4= 3/3 BRACING TOP CHORD Structural wood sheathing directly applied or 0-11-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Scale = 1:5.6 NOTES (6) 1) Wind: ASCE 7-02; 120mph (3-second gust); h=30ft; TCDL=4.2psf; BCDL=6.Opsf; Category 11; Exp B; enclosed; MWFRS gable end zone and C-C Comer(3) zone; 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) Refer to girder(s) for truss to truss connections. 4) Bearing at joint(s) 2 considers parallel to grain value 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 223 lb uplift at joint 2 and 63 lb uplift at joint 3. 6) Segn:3010718, Date:2/26/2007 LOAD CASE(S) Standard 0310512007 Truss Dmign Engineer. Stevon Liebemwn, P.E. (FL License 0 58912) Stack BuadbV Supply 220 W. Brandon BNd.: Suite 204. Brandon, FL 33511 Job Truss Truss Type Qty Ply KURZON - CAPTIVA II / BILL 317886 03 ROOF TRUSS 30 1 Job Reference o I Sena twlwing buppry, �ara0ra, rL JZ rr■ -1-6-0 2-11-0 3 1-6-0 2-11-0 Stale = 1:9.3 2-11-0 LOADINQpsf) SPACING 2-0-0 CSI DEFL in (loc) I/defi L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.43 Vert(LL) -0.00 2-4 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.18 Vert(TL) -0.01 2-4 >999 240 BOLL 0.0 Rep Stress Incr YES WB 0.00 HOrz(TL) -0.00 3 n/a n/a BCDL 10.0 Cade FBC20D4/TP12002 (Matrix) Wind(LL) 0.02 2-4 >999 24D Weight: 12lb LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 1-Pry REACTIONS(lb/size) 3=51/Mechanical, 2=237/0.3-8, 4=27/Mechanical Max Horz 2-135(LC 6) Max Uplift3--43(LC 6), 2=-219(LC 6), 4=-24(LC 4) Max Grav 3=51(LC 1), 2=237(LC 1), 4=54(LC 2) FORCES(Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/39, 2-3=-63/17 BOT CHORD 2-4=0/0 BRACING TOP CHORD Structural wood sheathing directly applied or 2-11-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES (5) 1) Wind: ASCE 7-02; 120mph (3-second gust); h=30ft; TCDL=4.2psf; BCDL-6.Opsf; Category 11; Exp B; enclosed; MWFRS gable end zone and C-C Comer(3) zone; porch 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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 43 lb uplift at joint 3, 219 lb uplift at joint 2 and 24 lb uplift at joint 4. 5) Segn:3010719, Date:2/26/2007 LOAD CASE(S) Standard 0310512007 Trues Design Englr o .. Steven Lieberman, P.E. (FL License 0 58912) Stock Building Supply 220 W. Bandon Blvd.; Suds 204. Brandon, FL 33511 lob Tru Truss Type Qty Ply - CAPTIVA II / BILL 317886 CI3V ROOF TRUSS 6 1 �KURZON 3oD Reference o I Rock Building Supply, Sanford, FL 32771 6.500 s Dec 14 2006 MITek Industries, Inc. Mon Mar 05 15:38:43 2007 Page 1 -1-6-0 2-11-0 3 � 1-6-0 2-11-0 Scale = 1:9.3 N N •O ..n 66 LOADIN(Jpsf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.50 Vert(LL) -0.00 2-4 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.06 Vert(TL) -0.01 2-4 >999 240 BOLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC20D4frPI2002 (Matrix) Wind(LL) 0.00 2 **** 240 Weight: 12lb LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 1-Ply REACTIONS(Ib/size) 3=36/Mechanical, 2=251/0.8.0, 4=25/Mechanical Max Horz 2-133(LC 6) Max Uplift3=-39(LC 7), 2=-195(LC 6) Max Gray 3=36(LC 1), 2=251(LC 1), 4=50(LC 2) FORCES (lb) - Maximum CompressiorVMaximum Tension TOP CHORD 1-2=0/36, 2-3=-60/11 BOT CHORD 2-4=-10/10 BRACING TOP CHORD Structural wood sheathing directly applied or 2-11-0 oc puriirts. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES (6) 1) Wind: ASCE 7-02; 120mph (3-second gust); h-30ft; TCDL=4.2psf; BCDL=6.Opsf; Category II; Exp B; enclosed; MWFRS gable end zone and C-C Conner(3) zone; 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) Refer to girder(s) for truss to truss connections. 4) Bearing at joint(s) 2 considers parallel to grain value using ANSMI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 39 lb uplift at Joint 3 and 195 lb uplift at joint 2. 6) Segn:3010720, Date:2/26/2007 LOAD CASE(S) Standard 0310512007 Tnua Dmign Engl—. Steven Liobemwn, P.E. (FL Lkenee 0 58912) Stock Building Supply 220 W. Brandon Bkd.: Suite 204. Bmndon, FL 00511 lob - Truss Truss Type NY KURZON - CAPTIVA II / BILL 317886 CIS ROOF TRUSS JQIY 10 1 I Job Reverence (optional) Stock Building Supply, Sanford, FL 32771 b.500 5 Dec 19 ZUUb Ml IeK Inuustnes, Inc. Mon Mar 05 15:78:" LW/ rage 1 i -1-" i 4-11-0 1-6-0 4-11-0 3 LOADINQpsf) SPACING 2-0-0 CSI DEFL , in (loc) VdeO L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.43 Vert(LL) -0.03 2-4 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.46 Vert(TL) 0.11 2-4 >517 240 BCLL 0.0 Rep Stress Incr YES WS 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2004/TP12002 (Matrix) Wind(LL) 0.13 2-4 >426 240 Weight: 18 lb LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 1 - Ply REACTIONS(lb/size) 3=124/Mechanical, 2=304/0.3-8, 4=47/Mechanical Max Horz 2=190(LC 6) Max Uplift3=-121(LC 6), 2=-252(LC 6), 4=-42(LC 4) Max Grav 3-124(LC 1), 2=304(LC 1), 4=94(LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/39, 2-5=-116/0, 3-5=-106/44 BOT CHORD 2-6=0/0, 4-6=0/0 BRACING TOP CHORD Structural wood sheathing directly applied or 4-11.0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. Scale = 1:13.0 NOTES (5) 1) Wind: ASCE 7-02; 120mph (3-second gust); h=30ft; TCDL=4.2psf,, BCDL=6.Opsf; Category 11; Exp B; enclosed; MWFRS gable end zone and C-C Comer(3) -1.6.0 to 2.8-15, Exterfor(2) 2-8-15 to 4-10-4 zone; porch 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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 121 lb uplift at joint 3, 252 lb uplift at joint 2 and 42 lb uplift at joint 4. 5) Segn:3010721, Date:2/26/2007 LOAD CASE(S) Standard 0310512007 Trua Dngn Engineer. Stevan Lk bemren, P.E. (FL Ll w a 58012) Stock BuBdug Supply 220 W. Brandon Blvd.; Sude 204, Brandon, FL 33511 lob Truss Truss Type Qty Ply KURZON - CAPTIVA II / BILL - 317886 05V ROOF TRUSS 6 1 Job Reference (optional) Stock Building Supply, Sanford, FL 32771 6.500 5 Dec 14 2006 MITek Industries, Inc. Mon Mar 05 15:38:45 2007 Page 1 4-11-0 1-6-0 4-11-0 ' LOADINQpsf) SPACING 2-0.0 TCLL 20.0 Plates Increase 1.25 TCDL 10.0 Lumber Increase 1.25 BOLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC20D4/TP12002 LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 1-Ply REACTIONS(lb/size) 3-113/Mechanical, 2=313/0.8-0, 4=45/Mechanical Max Horz 2=188(LC 6) Max Uplift3=-116(LC 6), 2=-193(LC 6) Max Grav 3=113(LC 1), 2=313(LC 1), 4=90(LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/36,2-5=-115/0,3-5=-1D4/42 BOT CHORD 2-4=-18/18 4-11-0 CSI DEFL In (loc) Vdefl Ud TC 0.50 Vert(LL) -0.02 2.4 >999 360 8C 0.19 Vert(TL) -0.06 2-4 >960 240 WB 0.00 Horz(TL) -0.00 3 n/a n/a (Matrix) Wind(LL) 0.00 2 "•• 240 PLATES GRIP MT20 244/190 Weight: 18 lb BRACING TOP CHORD Structural wood sheathing directly applied or 4-11-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. Scale = 1:13.0 NOTES (6) 1) Wind: ASCE 7-02; 120mph (3-second gust); h=30ft; TCDL=4.2psf; BCDL=6.Opsf; Category II; Exp B; enclosed; MWFRS gable end zone and C-C Comer(3) -1-6.0 to 2-8-15, Exterior(2) 2.8-15 to 4-10-4 zone; 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) Refer to girder(s) for truss to truss connections. 4) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (try others) of truss to bearing plate capable of withstanding 116 lb uplift at joint 3 and 193 lb uplift at joint 2. 6) Segn:3010722, Date:2/26/2007 LOAD CASE(S) Standard 0"5/2007 Truro Design Engineer. Steven Lieberman, P.E. (FL Lic— d 58912) Stock Building Supply 220 W. Brandon Blvd.: Suite 204, Brandon, FL 00511 Sob Truss Truss Type Qty Ply KURZON - CAPTIVA II / BILL 317886 EJ7 ROOF TRUSS 12 I 1 Job Refererre o I Stock Building Supply, Sanford, FL 32771 6.500 s Dec 14 2006 MRek Industries, Inc. Mon Mar 05 15:38:46 LW/ Page i 1-6-0 7-" 3 LOADINQpsf) SPACING 2-0-0 CSI DEFL in (loc) I/de8 L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.66 Vert(LL) -0.09 2-4 >893 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.45 Vert(TL) 0.25 2-4 >321 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC20D4/TPI2002 (Matrix) Wind(LL) 0.33 2-4 >242 240 Weight: 25 lb LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.1D 1- Ply REACTIONS(lb/size) 3=183/Mechanical, 2=389/0-8-0, 4=66/0-1-8 Max Hors 2=239(LC 6) Max Uplift3=-166(LC 5), 2=-310(LC 6), 4=-59(LC 4) Max Grav 3=183(LC 1), 2=389(LC 1), 4=132(LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/40, 2-5— 149/0, 5-6=-140/0, 6.7=-135/0, 3-7=-127/67 BOT CHORD 2-4=0/0 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. Scale = 1:17.0 NOTES (6) 1) Wind: ASCE 7-02; 120mph (3-seoond gust); h=30ft; TCDL=4.2psf,, BCDL=6.Opsf; Category II; Exp 8; enclosed; MWFRS gable end zone and C-C Exterior(2) -1-6.0 to 1-6-0, Interior(1) 1-6-0 to 2-8-5, Exterior(2) 2-8-5 to 6-11-4 zone; porch 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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 166 lb uplift at joint 3, 310 lb uplift at joint 2 and 59 lb uplift at joint 4. 6) Segn:3010723, Date:2/26/2007 LOAD CASE(S) Standard 0310512007 Truss D-ign Engineer: Steven LieOermon, P.E. IF L Li.— 0 58912) Stock Building Supply 220 W. Brandon Blvd.: Suite 204, Brandon, FL 33511 Job Truss Truss Type Ply KURZON - CAPTIVA II / BILL - • 317886 E77V ROOF TRUSS jQtY 10 1 I Job Reference (optional) Stock Building Supply, Sanford, Fl 32771 6.5W s Dec 14 2006 MFrek Industries, Inc. Mon Mar 05 15:38:47 Z007 Page 1 , -1-6-0 7-0-0 1-6-0 7-0-0 3 Scale - 1:17.0 n rh N O Q VS � LOADINQpsf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.67 Vert(LL) -0.10 2-4 >770 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.41 Vert(TL) -0.26 2-4 >308 240 BOLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC20D4/TP12002 (Matrix) Wind(LL) 0.00 2 *•'* 240 Weight: 25 lb LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 1 - Ply REACTIONS(Ib/size) 3=183/Mechanical, 2=389/0-8-0, 4=66/Mechanical Max Horz 2=237(LC 6) Max Uplift3=-168(LC 6), 2=-209(LC 6) Max Gray 3-183(LC 1), 2=389(LC 1), 4=132(LC 2) FORCES(lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/36, 2-5=-154/0, 5-6>144/0, 6-7=-139/0, 3-7=-131/68 BOT CHORD 2-4=-26/26 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. NOTES (6) 1) Wind: ASCE 7-02; 120mph (3-second gust); h=30ft; TCDL=4.2psf; BCDL-6.Opsf; Category 11; Exp B; enclosed; MWFRS gable end zone and C-C Exterlor(2) -1.&0 to 1-6-0, Interior(1) 1-6-0 to 2-8-5, Exterior(2) 2.8-5 to 6.11-4 zone; 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) Refer to girder(s) for truss to truss connections. 4) Bearing at joint(s) 2 considers parallel to grain value 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 168 lb uplift at joint 3 and 209 lb uplift at joint 2. 6) Segn:3010724, Date:2/26/2007 LOAD CASE(S) Standard 0310512007 Trues Dosign Engtr a .. St— Uebomlon, P.E. (FL Lic—o a 58912) Stock Building Supply 220 W. Brandon Blvd.: Suxe 204. Brandon, FL 33511 lop Truss Truss Type Qty PlyKURZON - CAPTIVA II / BILL 317886 W ROOF TRUSS 5 1 Job Reference (optional) Stock Building Supply, Santoro, FL 32771 ..Wu s uec a-r cuuo ni i cr; uwuxno, uk. —' i a, uo '—o.-ro cuur ray. . , -2-1-7 5-10-6 9-10-1 2-1-7 5-10-6 3-11 5-10-6 9-10-1 5-10-6 3-11-11 LOADINQpsf) SPACING 2-0-0 CSI DEFL in (loc) I/defi L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.44 Vert(LL) -0.02 2-7 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.39 Vert(TL) -0.06 6-7 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.24 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC20D4/TPI2002 (Matrix) Wind(LL) 0.05 6-7 >999 240 Weight: 42lb LUMBER TOP CHORD 2 X 4 SYP No.2 SOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 1 - Ply REACTIONS(lb/size) 4=114/0-1-8, 2=572/0.11-5, 5=362/Mechaninl Max Hors 2=239(LC 3) Max Uplift4=-93(LC 3), 2— 504(LC 3), 5=-341(LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/40, 2-8--695/494, 3-8=-594/493, 3-9=-79/40, 9-10=-37/0, 4-10=-35/30 BOT CHORD 2-11=-560/596, 11-12=-560/596, 7-12=-560/596, 7-13=-560/596, 6.13=-560/596, 5-6=0/0 WEBS 3-7--170/348,3-6=-688/647 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 8-1.3 oc bracing. Stale & 1: 18.2 NOTES (9) 1) Wind: ASCE 7-02; 120mph (3-second gust); h=30ft; TCDL=4.2psf; BCDL=6.Opsf; Category 11; Exp B; enclosed; MWFRS gable end zone; porch 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) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 93 lb uplift at joint 4, 504 lb uplift at joint 2 and 341 lb uplift at joint S. 6) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 4. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 3 lb down and 28 lb up at 4-2-9, 3 lb down and 28 lb up at 4-2-9, and 58 lb down and 105 lb up at 7-0-8, and 58 lb down and 105 lb up at 7-0-8 on top chord, and 10 lb down and 23 lb up at 1-4-10, 10 lb down and 23 lb up at 1-4-10, 14 lb down and 6 lb up at 4-2-9, 14 lb down and 6 lb up at 4-2-9, and 54 lb down and 24 lb up at 7.0-8, and 54 lb down and 24 lb up at 7-0-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9) Segn:3010725, Date:2/26/2007 LOAD CASE(S) Standard 1) Regular: Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (plf) Vert: 1-4=-60, 2.5=-20 Concentrated Loads (lb) Vert: 8=16(F=8, B=8) 9=-115(F=-58, B=-58) 11=23(F=11, B=11) 12— 14(F=-7, B=-7) 13=-54(F=-27, B=-27) 0310512007 Tru. Dmign Engineer: Stave, Liabmman, P.E. (FL Liwuo 0 58912) Stock Bullding Supply 220 W. Bmndon Blvd.: Sufte 204, Brandon, FL 33511 lob Truss Truss Type Qty Ply - CAPTIVA II / BILL 317886 K37V ROOF TRUSS 3 1 �KURZON _ _ _ _ _ _ lob Reference (optional) Stock Building Supply, Sanford, FL 32771 o.auu s uec Lq zuuo m„ eK utpusrnes, inc. mon mar 1u ib:.fc:" zuui Page i , -2-1-7 5-4-13 t 9-10-1 2-1-7 5-4-13 4-5-4 kale - 1:18.8 o ,b r` 5-4-13 9-10-1 LOADINQps() SPACING 2-0-0 CSI DEFL In (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.43 Vert(LL) -0.04 6-7 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.46 Vert(TL) -0.11 6-7 >999 240 BOLL 0.0 Rep Stress Irtcr NO WB 0.33 Horz(TL) 0.02 5 n/a n/a BCDL 10.0 Code FBC20D4/TP12G02 (Matrix) Wind(L-) 0.05 6-7 >999 240 Weight: 41 lb LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP N0 .2 WEBS 2 X 4 SYP No.3 1 - Ply REACTIONS(lb/size) 4=141/0-1-8, 2=546/0-9-13, 5=306/Mechanical Max Horz 2=237(LC 3) Max Uplift4=-117(LC 3), 2=-348(LC 3), 5=-129(LC 3) Max Gray 4=141(LC 1), 2=546(LC 1), 5=316(LC 2) FORCES (lb) - Maximum CompressloNMaximum Tension TOP CHORD 1-2=0/35, 2-8=-1074/449, 3.8=-988/457, 3-9=-73/30, 9-10=-46/0, 4-10=-43/38 BOT CHORD 2-11=-542/955, 11-12=-540/953, 7-12=-533/969, 7-13=-547/950, 6-13=-544/966, 5-6=-23/55 WEBS 3-7-0/311,3-6=-951/536 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-4-5 oc bracing. NOTES (10) 1) Wind: ASCE 7-02; 120mph (3-second gust); h-30ft; TCDL=4.2psf; BCDL=6.Opsf; Category 11; Exp B; enclosed; MWFRS gable end zone; 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) Refer to girder(s) for truss to truss connections. 4) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 117 lb uplift at joint 4, 348 lb uplift at joint 2 and 129 lb uplift at joint 5. 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 4. 8) Hanger(s) or other connection devices) shall be provided sufficient to support concentrated load(s) 8 lb down and 23 lb up at 4-2-9, 8 It, down and 23 lb up at 4-2-9, and 48 lb down and 100 lb up at 7.0.8, and 48 lb down and 100 lb up at 7-G-8 on top chord, and 23 lb up at 1-4-10, 23 lb up at 1-4-10, 10 lb down at 4-2-9, 10 lb down at 4-2-9, and 50 lb down at 7-0-8, and 50 lb down at 7-0-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) Segn:3010726, Date:2/26/2007 LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4= 60, 2.5=-20 Concentrated Loads (lb) Vert: 8=44(F=22, B=22) 9=-96(F=-48, B=-48) 11=23(F=12, B=12) 12=-10(F=-5, B=-5) 13=-50(F=-25, B=-25) 0310512007 Trust Design Enginoer. Steven Lieberman, P.E. (FL Lk— a 58912) Stock Sul ding Supplyy 220 W. Brandon Blvd.; Suke 204, Brandon, FL 33511 LOT 8 INS INIMINIMINIMINIMIS i OF mffwpmE---m!. wo Mill ll MINEMiNvol g� is IN re 1�iLiG =Ial- r 12-8-0 13 0-0 V, LANS REVIEWED ITY OF SANFORD Z 3 Q W � N � \ Z Z W N Z O O O 00 Y Q _ ♦— J r7 O m Q U .. cV 00 W � m w O Z Z Z F- Z 2 m m < Q o o U W m FEB 2007 01:29PM F -MANNING BUILDING SUPPLIES 4073670088 �i� tlr j 1,� .. ..i�l�I I l l�� l l I. AAMA/NWWDA 101/l.S.2-97 TEST REPORT SUMMARy q Rendered to; NU HOME PRODUCTS, INC. SERIES/MODEL. 740/744 T-525 P-002 F-905 ILI OFFICE Alumhium Single Hung Window with --Flange Title of Test Results Rating H-R45 53 x 73 sure 45 p Overall D6sign Pres if Oper4tin• Force 23 lbs max. Air Infiltration-n& 0.10 cfi Water ' 6.75 psf Resistance +67.5 Psf I I?Structural Test Pressure 70.8 psf De' laziug Passed Forced Enixy Resistance Grade 10 Reference should e': ade to Report No. 01-40351.04 f6r complete test sp "'i ec men description and data. alp - A Jd For ARCHITECT V!R" L TESTING,*'INC. b < P 1i 3 5 4 Mark A. Hess Technician -3TATZ' MAH:baw IV Z. 4 C 4: 4 1 14.j Z� 0 $ V_ FEB-13-'2007 01:29PM FROM-MANN Test Specimen Dde ]Drainage; SlO V! Reinforce), nit: Instal.la on" J 7 Fle test buck :was fabricated from 2 x 8 *2 Spruce -Pine -Fir. The unit was Secured] utilLiAg three 1-5/8". drywall screws through the jamb track, 5" from sill, 1-3/41' below meeting rail and I" from head. The head utilized -drywall s i n' screws 3-I&' and m ds i�;! 'k-'terior Ar, from iambs I I L . k, !- . . i was sealed WILZI Silicone. Test Results. The results,. elta Par BUILDING SUPPLIES 4073670088 T-525 P-003 F-905 ription: ,d sill No reinforcement was utilized. as follows: -r,s "je 'k I tic of Pest.- - Test Method d Results Allowed 2.2.1.6.1 Operating Force 23 lbs 30 lbs max. 2.1.2 Ai'r Infiltration' per ASTM E 283 (See Note 41) @ 1.57 psf (25 mph) 0 -10 cfinV 0.30 cWfI2 max. Note #1: The tested specimen meets for exceeds) the performance levels specified in AAM,41NWWDA "10111S 2-97f .or air Infiltration. 2.1.3 FWater Resistance per ASTM E 547-96 [(With and without screen) WTP = 2.86 psf See Note #2' No leakage 01-40351.04 Page 3 of 4 Note #2.- Th� client I I opted to start at a pressure higher than the minimum required. Those results are listed under "Optional Performance 2.1.4.2 Uniform Load structural per ASTM E 330-97 J I(Measurements-were taken. on the meeting mil) ,I lie 22.5 psf (positive) -'l 0.20" max. 1 22.5 psf (nigative) See Note #2 0.20" max. 2.2.1-6.2 Peglazing-Test per ASTM E 987 Iri operating dir'ectiori at 70 lbs Top rail 0.06"/12% 0:50"[100% Bottom rail 0.06"/12% 0.5011/11000/0 Iii remaining direction at 50 lbs wt stile0.03 "16% 0.5011/100% Right stile 0.03 '76% 4L 0.501,11 000#,A I I I I I IF I A 3TATE, or - y ONA FES-]P2O07 01:29PM FROM -MA BUILDING SUPPLIES 4O73670088 T-625 P-004/O14 F-9O5 0140351.04 Page 4 of 4 • � 1 fliai Test Results: (font r Paragrayh .., 2.1.8 iI IG I I� -T ! :ET of Test - Test Method Results ed Entry Resistance per ASTM P 588-97 le:10 r. Manipulation Test No entry AI thru A5 No entry A7 No entry Manipulation Test No entry 1 Allowed No entry No entry No entry No entry 4.3 .I:V�ater Resistance per ASTM E 547-96 ((with and without screen) TP = 6.75 psf No leakage No leakage 4.4.1'Uniform Load Deflection per ASTM E 330-97 Measurements. were taken on the meeting rail) Dads held fCr 52 seconds) 45'0 psf p0.95* 0.29";max. + i 45.0 psf �ne�siattiivvee)) 0.79* 0.2911:max. i '*Exceeds L/175 for deflection, but meets all other test requirements 4.4.2 i .Uniform Load Structural per ASTM E 330-97 easureents were taken on the meeting rail) ,•'((•1L�oadsmheld for 10 second 67.5 psf �nega ositive) 0.14" 0.20" max. F; 67.5 psf tive) 0.16" 0.20" max. -: - @ 70.8 psf (negative) - 0 19": 0.20" max... __ ._.._ _ ...... - ...........:.. Detailed drawinggs,'representative samples of the test specimen, and a copy of this report will be ' retained by ATI for.: a period of four years. The above results were secured b usingthe designated test n.eih'ods and they indicate compliance with the performance requirements f the above referenced specification. Tha.report does not constitute certification of this product which may only be granied 1iy the certification program. administrator. For ARCHITECTURAL TESTING; INC: 1/4 Mark A. Hess Technician J MAH:baw a�l 01-40351.045�144!( 4. ! I t ' p Allen Reeves, P• c Director g = Engineerin Se � •' �F `'• / F ` •�. • ` • 0) t f• J Gd9.0✓,�R� �cch:. �1�� - t�9. 193�p "•� U.,d-- jJ ! r FEB-13-2007 01:29PM FROM -MANNING BUILDING SUPPLIES 4073670088' T-525 P.005/014 F-005 01-40351.04 f Page 2 of 4 t' i f� tr. Test Specimen Desciription: (Continued) i h` ' Weatherstr 13, mg: i Description' I' tlatlti Location 0.330" hi I gl by 0.187" t 1 Row Fixed meeting rail interlock Y' backed polypile?: with center fijl}' I i )„ � l 0.170" hi& byt0.1871, 1 Row backed polyp�le Fixed lite, stiles and top rail << with center:firt 3/8 dianieterlhollow 1 Row Bottom rail=? bulb gasket' r I, 0.310' Mgh'by U.187" 1 Row. Active sash stiles �. backed polypile 1 with center fin' 0.150" high by 0.187" 1 Row `Y Active sash stiles wide polypile'l s" t Frame Construction: All frame members were constructed of extruded aluminum with coped, butted and sealed corners fastened with two screws each- Fixed meeting rail was< secured utilizing; one screw in .each end directly through' exterior face into jamb. Silicone was utilized around exterior meeting rail/jamb joinery. t Sash Construction: All sash members were constructed of extruded aluminum with coped `^ and butted corners fiastened with one screw each. Screen Construction: The s0een frame was constructed from roll formed aluminum �' t members with plastic keyed corners. The screening consisted of a fiberglass mesh and was Ftr --eXible vinyl spline. '.:. secured with..a fljj Hardware: ' Descri tioii: uanti -; Location Plastic tilt latch +. 2 One each end of the interior meeting rail Metal sweep lock, IPr! 2 13" from meeting rail ends' ! Balance ass•6m'bly 2 One eramb i" ' Screen tens ioti;spring 2 One per end of screen stile`' k, Tilt pin �t,, 2 i , One each end of l;ottoiin'�� t OR ...I .L. 41+.1'�li�r„ t �•• Ia 1 ,rcD-ij-%uu( ui:jurm Mm N IN UILDING SUPPLIES 4073670088 T-525 P-006/014 F-905 414M DOCUMENT CONTROL ADDENDUA1 40140351.00 Current Issue Date: 02/15/02 7Report No.: 01- RequesW by: William Emley, MIHome Products, Inc. Purpose: 1, J, - pose: WWDA 101/1-S.2-97 testing of Series/Model 744 aluminum sin le .hung window with flange. Issued Daie.Tr,2/28/0l Commm s: Florida P.E. seal required on report. Certification Ico' TPy to John Smith at Associated Laboratories, Inc. Report No.: 01-403 1�.102 Requested 'am Emley, M1 Home Products, Inc. Purpose:. of glass type. Issued Da te:' 12/28/ 0 .Florida seal required on report. Certification COPY to John Smith at Associated Laboratories. A Report No.: 01.46351.!03 Requestpd�I;Y,- William Emley, NC home Products, Inc. Purpose:* 4­ , ',A/NWWDA 10 I/I.S.2-97' testing 'Series/Model 740/744 aluminum M, of iin'gle hung 7 window with nail f; Issued Dati:; W]. 5/02n. Commen.ts.; lorida P.E. S;,Ial required on report. :06rtification copy to John Smith at Associated, Laboratories, Inc. 64'. till Ifill IN 41 N7 P.. 41 0.) r Z YE- OF .0% (0, 0 n I ION* 4 A. rta-l3-Nut 01:30PM FROM -MANNING BUILDING SUPPLIES 4073670088 T-525 P-007/014 F-905 "' l 1 41k I: 'I< Architectural Testing fir' I 1 �, •�:� AAMA/NW'W )A 101/I.S.2^97 TFST REPORT Rendered to: MI HOME PRODUCTS, NC.. ' r P.O. Box 370 Gratz, Pennsylvania 17030-0370 C Report No: 01-40351.04. Test Date: 1 ' ` . 10/22/Ol And: 10/23/01 4 ` Report Date: 02/14/02 I. • i 'rExPiration Date: 10/23/05 fit»; Project Summary:Atchitectural Testing, Inc. A co Tn was contracted by MI Home Products, Inc, { to witness performance testing on a. Series/Model 740/744, aluminum single hung window at W Home Products, Inc..'test faciiity successfullmet the in Elizabethville,: Pennsylvania. 'The sample tested y prmance requirements erfofor an H-R45 53 x 73 rating- y ( n [ Test Specification': The test specimen was evaluated in accordance with 101/Y.S.2-97, i/oluritary'Epectftcarions for Aluminum, Yinyl (PIiC) and Wood. and Glass Doors_ Test Specimen lie scr ption:; Series/NModel: "7 0%744' Type: Alumin Single Hung Window With Flange Overall Size : -7 8 wide de )jy 6' 0 1/8" high Active Sash Size 4'•2-3/4" wide by 2' 11-3/4" hi �I . F' ?xa t d Da Ili - Fixed ..- ght Opening Size: 4: 1-1/8" wide by 2' 9" _...._... -- r k,_. Screen Size: `:' 4' 1�!7/ls" wide by;. 2' 11-5/16" high Finish: All alupum was polished. Glazing Details: I� The active sash and fixed hte were glazed with one sheet of • ~` 1/8" thick clear, tempered,glass. Each sash was channel glazed using a flexible vinyl.gasket. N. �F �A s i 44 130 Derry court y� Q - � • York, PA 17402 9405 «l+r✓/[ . �rG phone:717.764.7700 /S fE�?v+9R Zo►L':c�s .• `,��\�.� :. r' , fax: 717.764.4129 / ''�,; (7 � ; �� �L �' `�` .tF,: • • testa f.eom 1 III'' 1 ::,-•• 40T3670088 T-525 P-008/014 P-805 -01-40486.02 Page 3 of 3 Test: .. Results: '0 (Continued) Parji a Title of Test Test Method Results ABQ—Wed 1.4-2 rm Load Structural per ASTM.E 330-97 ei?�Urements reported were taken on e tv 1ads held for *10 Se mullion) . seconds) 0.70 Psf (positive) 0.08 ati " &0 Psf (negative) 0.21 max. 0-2 v max. - Detailed dravAngs, TpPrAsentativa retained by ATI til samples $the testen, and a copy of tf6r iallpgriod of&pe. his report will be designated test methods' M 01 The above results were secured by Using the jU they indicated compliance with the p above referenced '' j ,!cation, ,, ",Ice requirements of the sPecifi6ation. Th.is report does not constitute which may only be: "' " L' Ve certification d by the cc' certification r of this product, program administrator. 'For ARCHITE CTURAa TESTING, INC.: Mark A. He V F7_ 001 - Technician Allen W -Reeves, P.E...... ..... Director - Engineering Services MAH:baw Ar ra.O"r 1.4 L. j,&�40486!02 Al, AW I F)c 4 �j �j L) '0-13-2007 01:30PM FROM -MAN I G BUILDING SUPPLIES 4073670088 a. LT-525 P.009/014 F-905 I" i�'DO'C� OL F' 1UMENT CONTR ADDENDUM 401-40486.00 ! Current Issue Date: 02/15/02 =i Report No.: 014'0486.01i ! Requested by,, William Emley, MI Home Products, Inc. Purpose::.,* A 1'01/I .S.2-97 testing of Series/Model 744, aluminum i p entire window w;th vertical • I mullion. Issued Date ° 0�1/02/02 Comment oi•ida P.E. seal required on report. Report No.- 014048116.02 t •.tip Requested; b.a William Emley, MI Home Products, Inc. Purpose: , + . WWDA 101/I.S.2-97 testing of Series/Model 740/744, aluminum pir tyre window with vertical mullion, and installation fasteners Through '';frame.'' Issued Dat2/15/02 - � Comments., I—, or P.]✓• seal required on all pages of report. Certification copy to John i SrnitR at Associated Laboratories Inc_ lip �. � • -i+ir AT R I fir• E' :• = .Z Q M A�C��a� . - �., Ili ! , ; �� .11'. Y,: ____-.__,—_ ._ ..._.. _.. .._ .. •%•• •?'E'B�PaAiGy tZ vo � ••`;Y, ::al FEB-13-2007 01:30PM FROM-0NjING;.BUILDING SUPPLIES 4073670088 T-525 P.O10/014 F-905 .; monnom h lI � .. ns_S�^. 0 o rq T —13 Manning Building Supplies 3748 Berl m Street Orlando, FL t2b08 Phone; 4G7%822-399 �� 9 Fax: 407/822-8668 i MASONRY. CONSTRUCTION 1j a' :WINDOW DETAIL i JAMB pQ AIL I NOT TO SCALE ALUMINUM WINDOW IV Pra yl f. .'�"' `'�;i � • � �/8DRYWA�LLR�ETURN I x P7I�u ij N III r; 1 bb• � r � ( ;,r; • art. • nLMIIIIIJ U,,PUILVINU WPLJE, 4073670088 T-525 l!", I.- * I P-011/014 F-905 required at each installotio .. n, anchor 6 ! or as shown, with load bearing shim. must he of sufficient length!Ito' prO'Vlde 1 1/4" min. embedment CD )nry -jr concr.te. tween window flange and bLi'&!- perimeter of window. window size is not given, use a iho( quantity for I .r Tv.indow in chart. ckness will vory with window' size and design 1600, and must comfy 4 E1300. ;jj t :signqtions on the topcon 16c Q tiontcharL Indicote where .11 It ire to be installed using tl��,::tle,, otio'n as a key. 'y applied holes not deslqrb'ted or, topcon* Should be filled with Of sufficient Ith. to provije ' 13`-min. embedment Into wood buck. TAPcON IOCATION CRAM COOE WINDOW 10 FASTV4ER LoWoNs , Conrrvta or WoupInty Opening SIZE SIZE j DP36 TO OP52 Tp52 773 Dp70.8 on 4 12 18 1/8 x 25 A, C PENETRATION A C ;ulk — 13 I 1/6 x 37 3/8 A, C A. C 14 18 1/8 x 49 5/8 A, C A, C W.CA Ia 1/8 x 62 A, C A, 8, C C, -16 18 1/8 x 71 1/4 A, C A. E, C r 4 C. 1 32 25 1/2 x 25 A. C A. C 11 1/2 33 25 1/2 x 37 3/8 A_C A. C 1/2 34 25 1/2 x 49 5/8 A'C 13' C 1/2 3.5 25 1/2 . 62 A. B, C a. C 1/2 36 25 1/2 x 71 1/4 A 8, C A. a, C • 4 A. C 22 36 x 25 A, C 4 23 36 x 37 3/8 A. C A, B. C U 24 36 x 49 5J8 A 8, C A; 8, C 245 36 x 55 1/4 El. C A. S. C 25 36 x 62 q 8, C 8, C 11 71k 26 36 x 71 1/+ A, B. C A. 8, C,' D Q1. 32 52 1/8 x 25 A. C k C 13 33 52 1/8 x 37 3/3 A. C A. B, C 14 52 1/8 x +9 5/8 A. P, C BUCK 4 A. B. C - '.345 52 1/8 x 55 1/4 A. A, 8, C B. C, 0 .35 52 i /8 x 62 A a. C A Ia. C, D Topton 52 1/ x 71 -1/4 & 8, C, D. E t'l . 36 A. B. C. D - .WoodBuds! By Others Caulk BleMeen ou '6rVd OP Ing' TYPE HARDENED MASONRY SCREWS lit! tj INCLUDE T. APCON. RAWL_ & qMpSON Da3fgn Preanurr. VCIUBS 113*tcd above or a In PSF TI& CTALLATION INSTRUCTIONS SW5/02 v. f. I&FASTENER SCHEDULE CAM rI NONE I1740�744! SINGLE HUNG &"Q 1'L INS1740i J v i jurm rRum-NiAmImu b ILUING SUPPLIES 31 )RJ31U �Ils 1803—*Jd P 10 u I -A y IL)s QwQjj 1111PIZ a d4.L 6u. I H PDOH ul wou j� 4073670088 siatno Ae IRS ;Cv7—Vd Fj*4110 Ae v11no:) jop"j2,j 3 T-625 P-012/014 F-905 P-D a Tri,17 T, J; 1junq pug oOucu U96^194 OFIV Fn410 ICS %003 JOPLuIJgd 2- r-oo Aq VnB polom e ` . . . .2 b al uzs.pa MInoo ?Iona 6uluodb Acl Jo ajopuO3 i FI juzon • 1 N O 1 O T CO (1 1. Shim Os. (api•ed- at each i•Istollalion oncho• as siown,�wlt1_h�d bcor in.q sha:•rL . st be of suffiden le — zc..r�. _: _ _c• _ _ _ rums+l. >�u_tos. ..__._____.. -- - - -- nr.,y=or—tonrJrla._1-`�91h_le— ). Aar1•or pro�de 1 I/4' mil. m.b�dmenl — :qro nsv 3. Caulk belaeen window Bonge and buck 9 ° 9 Caulk IL•11-prt:meter of window.- 'q C°J4 Oak..- Doc+ 5. If erod .ildow size is not q:ven, use anchor quullily for o are mcs+j o-,c+rp rre+l laf er window in chxl. o ,• a 6 Class llulkress 1,37 sory wah window size and G•eslgn loed,o.•Id mull comly with ASDA CI300. 11)7s11U1521)1Allllll c �.wa;d B°CabfOa 7. Leiter designolia•Is,a•1 the topcerl locolia•1 chart i•Idicole M1ere _W c anchors are to be"insloiled using' the elevation as o key. r7 vn Art factor hed' holes rut designated far t ^I ° a f8 screws yofs ufficiml Ith. Ia provide'S/8" a.in. embcdaenlbislolwoadlbur.L Pohl.+ C.A. By alhw, .a b.l...q A:nq. WO b>ry TAFO",11 20Cc➢ON f]IAIiT _�m Its ODD trivD3W ID TASTISIR Ur^,U06 etru.le a YmcnrY aFa+r+rD S:)r ,?. 1-I e o d DP3b 7o u s7 wsal 7D or» e 't-- -- Odtid. Oi.-,la, -- — I f• u1N. 11 16 1, �. + 75 /� C Pibi TRAMW Pu%r•elu :q.a N ,L 1/S , J7 3/9 A C A C / 11 16 i/5 r l9 %la A, C A C ` q u.A: D:r.,.. l5 td ;/a + W A C A Q C :c rl,:n9, °.A Bnt N 16 16 1/L . 71 1/< A C a i/7 32 75 1/2 , 25 /, C A C c n°aq, 7yp. I/2 3) ]5 1/7 r J) 3/S A C A C r 1-0— R,ad 1/2 )< 2s 1/2 r 49 S/a A C A a, C m 1 - 1/2 35 23 I/7 + 52 A'e, C A B, C Cr U u 1/7 J6 7s 1/2 . 71 I/i A B, c /� Q c m s o e' m Jamb 77 36 7 7S / C A C m 73 35 + 37 3/6 A, C A B, C n G 24 36, 495/d AB.0 q B,C - f 2l5 35 + SS 1/1 A B, C A a, C / a e A ° 75 J6 rb) A,B,C AB,C 76 ]5 , 71 1// /� a, C /, B. C. D 37 57 1/6 + 75 A C A C 3) S7 '1/L r J) l/a k C A 4 C JC{ d - ° e 31 $7 1/6 + i9 5/6 A. C A B. C --1 / ]cS 52I/BBSS1/d AB,C AB,C,D i 35 32 1/6 r 62 A B, L A a, C. D ca, 1c.7,on 36 52 1/8 v 71 1/4 A S. C. D A, B, C, 0, C _ cNir noise Type F,r f, D"mva,h W nd Bac\ By Dlb„+ b'alcv !rune SB c, .d. eet— Built °qd 4rd+,+ If ' IAPCO'r TPr OMMI OM IIAS".Y SCRI Q5 Pe.inNa Ca,U r Sill D D ) P,aLP! 7APC7ov, RAM. & SLPSW m eyOhn. pjpWA &O.A.I. Da,l- Nowra .du,s Mud alw, are 1, PSr � ���p O c Slod By Ob.v+ APic A KA Wd�, MWO T • C Q, Y�•' y. !per ,w .urn "eya' �o , er s' �•, ,` INSTALLATION INSTRUCTIONSsw& FASTENER SCHEDULEC°rar e.t.w, nm7. rwd Pr►-C..II.Sa •,� -; .r ,.'.. `,yam 740/744 SINGLE HUNG RDNE ' EXTERIOR ELEVAIICAN i �l_,,, INS7740 - ,,......:,.:- _...r. ....- ,._.•a.; .: ..�. ^s-.� .•--r•--'---•.p.. <}�'' � a: — - t.??.L;"C:= :ice• - - • _.. y`.,_. �t_...t .:•,.....,. l:L .,.:: a....: .. -. ... _.:r.�s'.,. ... ..,...,_.._. ...� _..,._._....� C.S _.-.":�t:•,S-,._ ..`r�xt"? ._..r. `tY ... 1loranry OPenin9 - - I• Shim cs required at each installation anchor Tapcar. Z_ Anchor m rst be- of sufficient length as shown, with load - _ into masonry or concrete. 9 to provide 1 1 bearing shim. ° J. Caulk between window Hang buck. /4u mom' embedment . c e and ° 4. Caulk fidt Caulk Balreen ei,cs, perimeter of window. - - and 1laaanr 5. If' exact window size is not o By Others y �en`n9 next for er given, use anchor quantity 9 window in chart. y for 6. Ciass thickness Witt vary widow ° ° woad Buck t,y othere with ASTM' E1300. with size and design ; � y Utter g 9 aod, and must comfy _ v J desi notions on the to Q• anchors are to be installed usPn on location CbOf'( indicate where v 8 A'I fac t �r 9 th a elevation os o. key. u �1+ screws of suf(icientelth otoproide designated 8 r to con" P should be filled with M l fe1n embedment into wood buck. p� Er..fo. TAFCCMJ * LOCATION CHART if Cancrete�ar Uasaa CCOE YKNDaN( ll) ry CDa,ln9 SIZE fASiENER LOCARONs � Outside Qimenron SIZE ' i 11 'WIN. OP76 to OPS i PSrimeler sulk rPEN£TRAnON 12 18 2 OP521 ib OP70,8 1 J 1/8 X. 25 A C * Cau!k eslweea 18 1/6 x 37 J/8• A C A C f'ar.9e and 8uefk 14 18 I/a x 49 5/0 A, C 15 18 1/8x62., AC AC flonse Type a o' 16 18 1/8 x 71 1/4 A C A. 8, C 1Yndar Head d A C A 8, C I/2 33 25? /2/x. 37 3/8 A C A C } o J u 1/2 251/2x 495/8 A,C AC mb , 2 251/2x62 A.B,C A.RC b a J(J n / 36 25 1 /2 x 71 1/4 A 8, C AA. B, � 1� 6 v 22 3 0 23 J6 x 37 3/8 A C A C :ell v 4 24 16 x 49 5/8 A C 36x551/4 i AB,C A. C I a. 26 J6 x fit A 9, C A A. B; C SHIM — f BUCI( d' o 33 52 1/852 /8 J72J B A C A . j --- _ _ d . 34 52 1 /8 x 49 / A B. c A 8, c F7cnge.-Type�'`� - _ - 1' _ 52 I/8 x 55 1/4 A. 8, C A Q C_ _ Window=.f : — nside .0"renxlen. - - Tapeon• 35 52 1/8 x 62 p A 8. C O - - - - - - rame<5�11: W8, C `Woad Buck___ ex Others - - '_ '. 2 - I /8 .x._:7.I�I�L4 _ i^A,�B. _C._ 0 C' O 36.. 5 j Caulk Betweai- L D p Buck and Opening - #'TAFCCdV — # " v Stoll By Others 1NCUJDE TApCCN,ZOFNED� SOPI ON SCREWS A UNTUL FWRWd & O_•.F. i ° A � • ; Desf3n Pleasure' values !fated above are In PSF V q c v v ° E BLT n Q E =;,, 0 ern uL v 0 0 . '•.Puuneler C Also' batriert A 0 0 ti v N z /1 0 Us ti 4 1. Shim as required at each installation anchor as shown, with load bearing shim. 2_ Anchor must be of sufficient length to provide 1 1/4" min. embedment Concrete or Maranry Opening Topcon into masonry or concrete. CD 3. Caulk between window flange and buck. ° a 4. Caulk full perimeter of window. a Caulk Between Buc9 5. If' exact window size is not given, use anchor quantity for q 0 ° ' and Mcatenry Opening nett larger window in chart. „ c By Othen 6. Glass thickness will vary with window size and design load, and must comfy n z ° wich ASTM E1300. t!. 0 a 9 ' WOaE Buck by Others 7. Lt.tter designations on the tapcon location chart indicate where X 6 q _ anchors are to be installed using the elevation as o key. =A'�i' fac ales :not=. designe.ted for_;topcon' should be_hlled with_- $ Gory applied- h. . _ - z. —_q - _ :- -- - - - 7 ` - - '.. - =4� -----=•----�-�E-screurs= o(�su,Cfieeen.t...lth � to�pro_v_ide�5/8 min�emb�edmeni..into _wood buck. -- ___ __-__ _- _ ---- -•_ • e Otheri� - i T10 ,. CCOE W.NGOW 10 ' fASiENEFASTENERLocanoNs •. nye and buds ; e Concrete or Masonry Cpenlnq SIZE 517E OP36 10 OP52 OP52.1 TO DP70.8 I MIN_ 12 I8 1/8 x 25' A, C A C H e.ad Oulxidc Ltimens:on rPENEfRAIION 13 18 1/8 x 37 3/8 A,C A, C P�rimeler Hulk 14 18 1./8 x 49 5/6 A, C A, C _ 15 18 1/8 x 62 A C' A. 8, C Cau!I, 0--tweed] F.arge and Buck 16 18 I/8 x 71 1/4 A C A 8, C I e o. s I%2 33 2532 25/2/z 3723/8 A C A. C 12 34 25 1 /2 x 49 5/8 A, C A. B. C a c o- ' c O 0 o' Glcss'os'rieg,r:edJ 'p indow Window Heasadd 1/2 35 25 1/2 x 62 A, 8, C A, 8, C ` c 1/2 36 25 1/2 x 71 1/4 h 8, C A, 6, C 1 e a - —) 22 36 x 25 A, C A, C o Jamb � G a 23 36 x 37 3/8 A, C A, 8, C �. Q 24 16 x 49 5/8 A B, C a e, C u 245 36 x 55 1/4 A, 8, C A, 8, C 25 36 x 62 A. 8, C A, 8, C e a l 26 36 x 71 1/4 1 A. 8, C A 8. C, D K 52 1/8 x 25 A, C - A,, ' t�• 33 52 1/8 x 37 3/8 A C A, 8, C' J' SHIM �8 CK d c 34 52 1 /8 x 49.5/8 A. 8. C A, 8, C 345 52 1/8 x.55 1/4 p 35 52 1/8 x 62 8, C A, 8, C. 0 Topcon 36 52 1/8 x 71 1/4 A- 8, C, 0 )s 8, C, 0, E _._ Inside ,Oirnensico Woad Buck By Others -Flange Type: - .- _ _-_ _._ ___ - -- - - _ '- - --- - - - - - - - • - - -- -- - - - - • Puim eler.,CauU, Sill 8y Olhcrs ' o Pre -Cast Sol By Others D Window�Frcrne Silt Caulk Between -- 7_ 8udi-and'Operiny" TAPGOt�' TYPE HAADENED,NASMRY- SCREWS__: :-- -- _-- - _ _ 'INCLUDE TAPOCN RAHL, dr''S1{IPSON - D D ep AT_ n� � Vw�•��� - Design Pressure ,values hated above are In PSF - Stool By Others A A ... �1naALC a E D c - CPA Between Flange and Pre -Cast S01 - (; E Isis INSTALLATION INSTRUCTIONS FASTENER SCHEDULE 1. cis �(e ' tl - • � nmicn • 740/744 SINGLE HUNG WW R 10AM S.W. 1 /15/02 o¢onr I w:n tart aQr• NONE 1 °' 1 ax Mu arc ■�■02/o2i2o07 10:29 FAX i■ ■ ■ %N R B C Report No.: Date: Product Category: Product sub -category: - Product Name: 4073218081 PRESTIGE DOOR AND TRIM R W Building Consu tants, Inc. Consulting wad Engineering Services for the Building Industry P.O. Box 230 Veh-i-gl FL 33595 Phone 813•.659.9197 Facsimile 813.754.9989 Florida Board of Professional Engineers Certificate of oriterion No. 9913 Product Evaluation Report FL 6142.2 I _ February 20, 2006 Exterior Doors Swinging Distinction Svies 3'0" x 678" Glazed Single with Sidelite Inswing / Owing Manufacturer. Nan Ya Plastics Corporation Plastpro Inc. 9 Peach Tree Hill Road Livingston, NJ 07039 Phone: 800-779•-0561 Facsimile:973.75 Scope: This is a Product Evaluation report issued by R W Building Consul P.E. (System M # 1993) for Nan Wplasties Corporation, Plastpro 72.070, Method 1 d of the State of Florida Product Approval, Depaa Florida Building Commission_ RW Building Consult u3ts and Werb&.11 W. Haney, P.E. do not have in the company manufacturing or distributing the product or in any approval process of the product named herein, This product has been evaluated for use in locations adhering to the 1 - Edition) and where pressure requirements, as determined'by Chapter do not exceed the following design piessures: Design Pressure Rating Maximum Design Pressure Rating Positive 49.0 PSF (See Limitations for s= restrictions) Sex Drawing No.: FL 835 prepared ley R W Building Consultxts, Wendell W. Haney, P.E. (FL # 54:15 ) for specific use parameters 1 la 001/007 OFFICE Door its, Inc. and Wendell W. Haney, :. based on Rule Chapter No. 9B- ent of Community Affairs - will acquire financial interest r entity involved in the rids Building Code (2004 of -The Florida Building Code - ---' Negative 50.0 PSF . and sighed and sea]0d by ?endell W";Eane'QP FL No. 54158 February 20, 2006 FL 6142.2 PF 993 Sheet 1 of 3 02/62/2007 10:29 FAX 4073218081 PRESTIGE DOOR AND TRIM 1a 002/007 Limitations L The Distinction Series 3'0" x 6'8" Gl*'i-zed Single Fiberglass Door with Sidelite Inswing / Outswing has been evaluated and meets the requirements for use within the State of lorida excluding the "High Velocity Hurricane Zone". 2_ When used in area requiring windborrie debris protection this product is required to be protected with an impact resistant covering that complies with Section 1609.1.4 of the Fl rida Building Cade. 3. This product is intended for use where -Section R 3141.4 of the Florida Building Code is applicable 4_ Size Limitations: / Confieurations MAX. Width MAX. Heieht Single with Sidelite OX, XO 52.75" 82.00" 5. See Drawing # FL 835 for Design Pressure ridings. Indell W_ , FL No. 54158 February 20, 2006 FL 6142.2 PF 993 Sheet 2 43 02/02/2007 10:29 FAX 4073218081 PRESTIGE DOOR AND TRIM (a003/007 I A B C WE Supporting Documents Drawing 1. Drawing No. FL 835 titled Distinction Series 3'0" s 6'8" siag a Fiberglass Door with Sidelite Inswing/Outswing prepared by R W Building Consultants, Inc (Florida Board of Professional Engineers Certificate of Authorization No. 9813), with no nevi ions, signed and scaled by Wendell W. Haney, P.E. Tests Performed 1. Testing per 101/1_S.2-97 as performed by ETC Laboratories ani reported in test report number ETC 03-209-14205.1 and signed by Art Murray, Manager Wind Engineering Laboratory. 2_ Testing per 1 O1/I.S.2-97 as performed by Certified Testing Laboratories, and reported in test report number CTLA 900 W3-10, witnessed by Ramesh Patel P.E. Calculations 1. Product anchoring is in accorda—ce with manufacturer's publis ed recommendations as substantiated by tested specim%= reported in test report nurnbc rs ETC 03-209-14205.1 and CTI,A 900 W3-10. 2. Buck anchor analysis for loading conditions, prepared, signed sealed by Wendell W. Haney, P.E. 3. Glass Load Resistance Report ASTM E1300-02 prepared by Wendell W. Haney, P.E. Other 1. Certificate of Participation issued by National Accreditation & Managerhent Institute, Inc., certifying that Nan Ya Plastics Corporation, Plaslpro Inc is matufacturing products witbin'a quality assurance program J" FL No. 54 :bruary 20, 2006 FL 6142.2 PF 993 Shed 3 of 3 h 0 m 03 N O FLASTPRO INC. 9 PEACH TREE HILL ROAD LIVINGSTON, NEW JERSEY 07039 PH:900-779-0561 - FAX:973-758-4001 DISTINCTION SERIES SINGLE FIBERGLASS DOOR INSWING / OUTSWING f. THIS PRODUCT HAS BEEN EVALUATED AND IS IN COMPLIANCE WITH THE 2004 FLORW BUfLDING COOS EXCLUDING THE 'Mril VELOCITY HURRICANE ZONE% ANC HORS CHORS SHALL BE" AS LISTMAND SPACED AS Si{D1i 4 GH DETAILS. ANCHOR EMBEDMENT To BASE AFATEkfAL• SHALL BE BEYOND WALL DRESSING OR STUCCO. 3. WHEN USED W AREAS REQUIRING WIND-BORNE DEBRIS PROTECTION THIS PROOUCF IS REQUIRED TO BE PROTECTED WITH AN IMPACT RESISTANT COVERING 714AT COMPUCS WTIH SECTION 1609.1.4 OF THE FLORfDA BUfLOINC CODE. 4. FOR 2X STUD n M/ING CONSTRUCMN, ANCHORING OF THESE UNITS SHALL BE THE SAME AS THAT SHO'HN FOR 2X BUCK A(ASONRY CONSTRUCTION. 5. CONOMONS IIOT COVERED BY THIS DRANNC ARE SUBJECT To iUATHEA ENGINEERING ANALYSIS. TABLE OF CONTENTS SHEET I DESCRIPTTON 1 TYPICAL ELEVATIONS, DESIGN PRESSURES & GENERAL NOTES 2 VERTICAL & HORIZONTAL CROSS SECTIONS 3 BUCK k FRAME ANCNORINC 4 BILL OF MATERIALS, CLAZWC DETAILS & COMPONENTS FRAME OVERALL DAYLIGHT I I DiSIGN PRESSUfrf (PSG TYPE DIMENSKM DIMEH5f0N I QASS TYPE POSfTNE NEGATIVE 37.50' 21.00° INSWMC r T T/8' TEMP. +50 0 —50.0 8200' 63.00' -AIR — 37.50' 21.00" OUTSVANC r v 1/8° TDO. -56.0 -C+O.D 60.37- 63.Do" mm a Wft Eby K If: ww" °t"o Teo. FL-834 Q7 1 a 4 �~ 0 II Lo _ I� CD 1 LFjI - , - 2-1/2' MIN. 2-1/2" MIN. 2' WIN. 2" MIN. I I 1. fAOAI I1r E 12, i J _ .. '� . r. i' •% � �_ is �. 2 18 23 12� j 4 2 v 1\12 23 III 12 23 25 vl 16 f 25 SO 29 I 9 f 30 I <c i 1NTEW .E IN EXTER4B 1 0 l r 1 p i CD' 2 ,' 20 3 VVfW CROSS SECTION c _ Ila 2 SHd1YN W I)( SU13-BUCK SUBSMTNG h tl S ~ 28 CONCR SCREWS FOR SCREW'S PER pp j 14 SECTION 1714.5.4.2 OF r F10R1DA Q i W BUU DJNG CODE. CL EI•a1- (TYP.) : 1 , VFRACAL 'CROSS SECTION 1/4' MAX I J 4 12 2J 17 2 OUISWING OONfTCURAIION SHIM SPACE 6 I - E Ipg _ m I ?• 9 JO 28 20 16 1 co M N ?2 j 1} 101 v - :� , I I 15 1 i cv a IJ 27 �,- ►' �.�' l.1ln H.T.S.• 26 r.::..:: o.a vn g 9 26 2 NORIZOIJTAL CROSS SECTION 21 YW 8 I r VERflrat Crtoss SECTION nwrro , y r- 2 OUTSri1N0 CONf1CURAAON I 2 INSWING CONFWRAAON ! Ft-&U , o r I Ocm I oQ1 o _ N \ I ` CV I O i 1 o I� ED O i r �1zzzj i.i, �A .• r ri' ,1 U IJ do 4, a - b � ,SjRJKE PLATE DETAIL ' 0 2X BUCK 6 W/2X BUCK 2miFm MSTAllAT10N p 21!I X BUCKo fASTE1IER FOR DOOR FRA14IE -I. Si, STA"Tm n p CD 6 SEE dt UA/85 CBS f/ID h b C3 SEC NOTC I ji SEE moo .3 F b cm 22 MAS0V1RY u' 8 OPEIHNG MASONRYI M cc OPENWG ' HINGE oETaI1 • .. 1I1 '�' I�'�1 . • HINGES LocAtErr -4•: _. tt ... 9.46, 40.71' AND 71.965' FROM TOP Of DOOR PANEL I — TO CENTER UNE OF HM(GE. 41 ' I co ki H07FC• anal IJ 08 r. 3/1e- rAAcoNs REQurRE A MINIMUM 2 CLEARANCE TO MAS014RY EDGES AND A ULMMUM 2-114" CLEARANCE TO A&ACEW TAPCONS. I � enac H.T.S. N I 2. 1/4' TAFOONS RCOUIRE A MINW U 2- r/2" CLEARANCE TO MASOlIRY EDGES AND A WHI"LIJA J" CLEARANCE TO ADJACENF TAPCON,_ DIIO, or � ! e mix. err WWH J. WHEN ANCHORWG ODOR FRAME UTTLQINC A 1X 6UCR 74FN T/U /6 IS SUSSMWD W(R1 TTEM 132 (1/4' X 3-3/4' ELCO ANCHOR), NA"m fe" r` I THE QUANi11Y AND SPACNNC IC OF ANCHORS DOES NOT CHANGE SEE NOTE 2. II ,� r Ft-aJ4 iO I 11 N i (V "t i H cr- I- 0 Q cr 0 0 0 Lu CM H C6 w cr a 0 OD N C'7 ti 0 X Q U- 0 M • O R£M DESCRIPTION MATERIAL 1 WSONRr cam 2 la G= mm 3 2X BUCK BOOR 4 SIAV 1 4" Alta INK BOOR s 1 C . 2- 4- IAIFY LW S)m 6 1110 x 2- llr PHELOPS MT HUM SM 57m 7 NOT Lam B19 r 314' PFH WOW SM S741L 8 mm SKIN MOV WA TM OMASS I YIS1 M vm DOOR Bollm SKIP BY ENDURA Im IOA Mn WOR WM M SWIZP JJW BY MM 0 Witt I I ft(A4ro1ytlpw ow FUR toms ADCO 12 fWa MWlm PK WAWF, R M & fM JWBS MOOD 2 x 2-I 4 FffUJPS Mr NEID SCRLIA' S9EL 14 WTMV RAE IutY I SA Q 5"W AAMAM ALUM" DAl19M BY CLP AL. 1AUDD I8 FM 5 YfAwm SIfvw Br alm fm I BA I cawR S m w[4j R SIIZIP am mo RY sCrD1i:CL MW 17 KWDW KEYED LMRY GTfa 2 SUL 18 KIrnw OEAoBOU GRIDS 2 9m 19 CWMWM IAnW AID WNW STU REMd`ORCIMW MOOD 2D POMFr➢ NE MW or W M RUN 21 4" x 4" BUR im mm 22 p• V PFH MW SMW Sm 23 1 POSY FIBER 14f8 OUM./IRIYL 24 WT tMD - 25 IOP RAA rmLu 26 WA & IArcH sm foatl 27 Sfllal'C PIATE STM 28 WTYMW BUMP THfBSHOLO - kW 29 I DOCX WSIRARD GLASS _ 1/8 IWP. - AIR - I/B'.,TW. - OW 3o Sew of UIE TFw ASS .i 1 RW bw - .52 1 4' . 3-34' TAW= STEEL 33 1 GLAZWB COAfPCOIQI WOW L--1 �TTV.-Ma 1 18 WFATMER STRIP 1 26 HBVGE h UfCN SALE I T ETN a TOP RAIj n fORCEi 25 dFNT HOOD' roA14 PVLC Lodi I 1 i 14 80JTWi RAI! •1� i./ �r/MASS WK. 'SPACE OPTIoNAL 'DECORATIVE INSEFfT AJR SPACE GLAZWG OVAIL ' & CH1I51YfNG BU6fP TN IMOLD 41 O 5.623 • j N tt 4-562' 2.437' - — 2.125' -- �\ AWUSiAB1E fNSMIINC SILL �LUSTABIE INSWING Sf1L 2Alµp � � II �; �LPOLY FABER JAMB i rm, EM tr: rm xe ML rL-834 4 4 r I I MODELS STANDARD I INSUlATEO 24 GA I 84A 94 25 CA 1 7375 1 190. 1500 o C e REV (3) Rrt01YE0i11E STEELS FOR 16• ADC DOOR. 1p 4fl YOm SILLES ATIb" TO DOOR RATE 11-N T0.1-HESYKO DQy1N WON PATENTED TOG-L-ROC SYMM 02 3/10/2000 (Ta. 0ORO1 • Cq(IEF0. OL 9/700) 05 06/10/04 De OS/2A/D5 �vin •e• DD.HE NON170MA1 TWCR r rA CA ruV. Sim FLAG BRACKET. LB DC1I fATRlED TO WOW AVOH (S) 6/II•.1-3/e aw, LAC SCAM. IOW HFAmh DPI TVIN YYV T 1TRACK OOtlf]GURETION EEMEA tl00R MCI F7• CALV. STEEL TRALML -o y I[M. TRACE IMICANE4: DW WV_036, I OR 1/6'!IOItCT� AVALAQ.LOPrXMAL IMAL DOOR NOIH . 16'-0• ^.-^ ..-.•- 11AGV1f [l N.tpMS M TOA•L O N,n ,. rRDNt rRAia rrtN uv.' DOOM UP TO 7'-0" IIGN C0AE6T Of .) SDCf1016 t51CR'N)). ^ COATM ON QVME iIAEACE DOOM ovD1 r-o• coral toMsm ar 1� ucTKrNs (�iDT 3)RDN10. Sin ELAss oR n Oe00•w in Warn ADDED LM11 TRACA OIIIR/ MOT( DEL NA 82/E0 ADDED VILE mYWTOY CHAM ADDED fGULATO) WIN 190. 15M L/OATED CODE Ia. MMOMUL TRACK T DOOR nG1At1L LOOS Pasnon m PmL R 4 (4) TRACK IFACAE'IS M•EA TALL (rACTORI ATTACI(D) III DOUBLE TO" LDN HEADROOM D AVNL18tE A5 AN OPTION C /6- S1�T YEUL SEENE p 1/R•.3/4' Say UYPOTC SCREWS 1. G ENO MNORS Ibf6 P1ImnLn MUG[ N1OM "A" leD!✓ti 10 OR 0 17 J EAG SIItpS OM If CLMORS 1 O.D. NW. MO3NER RLDURED, W SCRM N- DE COLW=uN (DUT HOT K"IDD) TO PRO/IDE A rum IIDUNDNC SURFACE. IONIONUL "IS 00 Mn TRNQTED LOW. r STOP IIOMRDwG m DOM HSiA1LRR If0 NUT) YOIMED IAISO[ J i�e ACIMRC l!R 1DE MS PUU R NRi13 w 'cum INE OCI 2.6 TELLD. PINE NI® 1/ C95Ri POLISTYIARME FPW w5UW01- 1/LddlE IbM ma D( 69M0 Spats wm aa*. ACCDROIS ro M MRW ERGO. taOE 1-S/16' RACK ODN vim WACttt :RTC f:TA01Di • %/B.] .4 PAN HEAD SWV ST}TIDl1 R_R. - ,ya g (A_SCERI rOR ME rOUDRfc _ `•20 EA CALV. Sim OFFER. 57 •• BACKER (wsutAIIO YOOELS utr) 7" THICK f1p SCREVS PEA LIM N�As RmTN Ci� B{f.•1SD04 2i D00R 12 GA ENV. �Q1.711I[R DID 20YE. eRACFEES EAS. ro Tom J/YB.� SCV URN CM4G6 ] NPORiurL FAtroR Or i. AM YtTN dE 3/1611-5/0• RAG SCREW 75 G 1aM CALM STEEL 3Kw ONTO VDIIICAL TRACK PER Ef1Aw BRACPLI. WITH A &AXED -ON PMU R LN[ SRW LARH OM R1D 5P[[D 100 11 11 70 LID. AWND _ TOPACOAT APPLIED TO DOTH , SAACCID-OW POLYESTERps Rllpi. STILL [NCH SOC OE ODOR. R C FASTENER (ONE P93 ROE1D1) I 7D U11Di. STEES R [ [WEAN ROOF MDtafi ]0' 70' IY l0' Y CµY, Snit TRACK EASTDOA 10 1� G OµV. 3T� ROLLER MIlc SIDES OI 57Q1 ' IASiD(D TO D+D SORES EACN ■ .)D YRY 5 17 LE Gµv. PELT • 12 RA CALF. STEEL 0 EACH BRACKETS. ROLLER"BAITA0. 01RISm[ IQYLD "� swam ATTAOm R//(A) )tAIOtL TRACK P � e � 1..5((q SN¢T Ynu sING S IIIN.3/W SHEET YIILI S / �A) 1/A a1/. YU TAPPPL SCR()S PER SHOP W ROPRS� SCREWS SORE DO Of iN0 1/i OIA EM1S } Q (L O J V O L LL 00 0 IIm- WIEN1111A1F�F 9= MOQE 511E I to G C/LV. STEEL END MINCE EACH ➢1B50E KFYrO Lnrx IAl12R II1r1R OPIMIM -TER._ SIDj Y DIA SHORT STALE t0 BALL SimRon C DBIlOD ffiL1BA7EIV�I(_)eHes / FASTENED TO CNO --- LOGO sm FITDTIEEes C siuEs • 4) NA/e• CHI W )/.•.]/4• Sat TAPPT OND SCEWS. ` EEO LOI BqT SDtE I= DI VACX HANDLE GA[fl SIDE Or COOK q w f A W[ INTO VE RTCAL IP/gL ONE py TN[ OE'9CY OP 1M wMVahc CTP1ICIfIRAt aaDOs OLStM OGwEIA: Awa 'GAL """A 8C M RCSPar�E11T OF THE PROT[SSO..L °r AORDA P.E. lTbL57. NO ►L /256i7 iDW PE /9157) r TALL A 20 GA CALV. STEEL U-BARS MM A 2-I-2-1 PATTDIM (LE. TWO E GARS ON OOTTON SOROM, O U-eW ON AM Y ETC. LACK 11-BW ATUtMED ROH 1 .•J a' SET! TAPPING SCREWS fi27 TOY. R� EINS(mn��6. SHEET TQiK SCRUB RECORD FOR THE BIROIIC OR STRICTURE AND W ACCORDIMCE EACH KIITO ADO DESIGN LOADS: +24.0 PSF h -24.5 PSF Or DOOR affl `�—_MC T6 DRAIRNQ Bl4DOL CDOF3.EA7 THE 1b1D3 ILSIED OH TEST LOADS: +36.0-PSF & -37.0 PSF MI. e,r INNJ = I_ op ay CIOPAV BLAMING PRODUCTS CONPANT anDUKE taw. DH 4504D (313) 77 -,ADO SCALE,��n NOTED vINaDAD IA1C.f. W 4 NAt Dmt 5ru• 16.0'W L 8'0'H DATE- 1/3/97 ECURIPT®1 BuildingProducts Company CbM C0fP "'°"Af RW" $ha-4 alr u°�9PPPy C_PI I°`'wida�a` Ny b�g el CNd A., T Nn .zh.4 D A -itwN Po MaA,- GRAVM IT" .RAC N N 73 5 84 94 I6'W +24 -24.5 PSF DES. C)EUMS n. MWW B DIAV DO UU ICa 101711 RLK 06 M —AJI_ Boundary Survey Of Lot 8 PRINCETON PLACE 0FF1r,,,.E Plat Book 7i Page 46, Seminole County, Florida Northwest corner Lot 7 I 25' I Lot 7 Lot 6 0 I O I o I S89' 29' 46' E f 04. 91' 7.5' Drainage Easement --———————— — — — — — ZI� � I I� o u o Q o to o ^ I o Q a Lot 8 I^ Lot 5 w CD VACANT ' in N Q UjO N I o o cn I � O 2 Manhole Z I _ _ _ _ _ _ _ — J 7.5' Drainage Easement N89' 29' 46' W 104. 93' �— Edge of pavement I Lot 9 I Lot 4 I 25' I NLegend o - Recovered 4'x4' Concrete Monument L86300 ■ = Set 4'x4' Concrete Monument •LB6300 This Survey Certified To: a = Recovered Nall 6 Disk as shown JKK Land Holdings, LLC x - Recovered X Cut in concrete o - Recovered 1/2' Iron Rod LB6300 • = Set 1/2' Iron Rod m1_86300 -o- = Light Pole as shown --- -6' Wood Fence —x— =4' Cha i n link fence —' — =Fence as shown A -Central Angle L-Arc R-Radius R/W-Right of Way -Concrete Slab A/C -Air Conditioner (R)-Radial (NR)-Non-Radial Bearings are based on the (P)-Plat (M)-Measured (N -Calculated (0)-Deed centerline of Princeton Place POB-Point of Beginning POC-Point of Commencement as being NOO'23'28'E, per plat SCALE: 1'= 30' POL-Point On Line N71 valid xl thdut the signature and the original raised seal of a Florida Ilc urveyor and REVIEWED BY: MWS This Survey is certified to and prepared for the Legal Description furnished by ■,peer. Additions and deletesurvey ■aps, sole and exclusive benefit of the entitles and/ client (unless otherwise noted) s.etches mr reports o athe he signingPirty orparties Is p ohlbl aour written DRAWN BY: SAW or Individuals Iisted and shall not be relled on cansent or the slg n par ytles. by any other entity or Individual whomsoever. This Is to certify that I )nt DATE: November 11, 2006 have reviewed the Flood Underground foundations and/or Improvements were Insurance Rating Map (FIRM), Michael olit PSM a JOB NO.:20B71-8 not located as a part of this survey. PanaI Number 120294 0045 E. Dated 4/17/95 and determined Far the Firm of Alt moots urveyinq Lands shown hereon were not abstracted for rights and Platting. Inc. •LB6300 9 that the lands Shown hereon Update:2-�m05]��-0�7% of ways and/or easements of public lies In Flood Zone 'X'. nrecords. �% � j� L1 M LI � 0 MM2 0 HE. MUMMU BUIE N®IE 1J I Ll 0435 Douglas DHE fMM Phone 14071 852-7555 Altamonte Springs. Florida 32714 Fax (407) 862-6229