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2657 Poinsetta Ave - BR07-001556 - SFH (A)PERMIT ADDRESS CONTRACTOR ADDRESS PHONE NUMBER 4o l - 3 % p -4cS 2 PROPERTY PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTO PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE SUBDIVISION PERMIT # O &1 -14% DATE PERMIT DESCRIPTION ERT M 5 Fft PERMIT VALUATION 141. 0 6 SQUARE FOOTAGE lq43 9.tovso 713,1' rwc- q4Fj . b 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 . . . . . 06.20.31.503-1300-0020 Property Address . . . 2657 POINSETTA AVE SANFORD FL 32773 Subdivision Name . . . Legal Description . . . Property Zoning . . . . SINGLE FAMILY Owner . . . . . . . . . melton-heckman holdings Contractor . . . . . . GREENWICH CONSTRUCTION, LLC 407 426-2335 Application number 07-00001556 000 000 Description of Work NEW SINGLE FAMILY HOME - DETACHED Construction type . . . TYPE VB Occupancy type . . . . RESIDENTIAL USE GROUP Flood Zone . . . . . . NONE Approved . . . . . . . a", / C 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•Ern, argency Management Agency I Exoires February 28. 2009 National Flood Insurance Program Important: Read the instructions on pages 1-8. SECTION A - PROPERTY INFORMATION For Insurance Company Use: Al. Building Owner's Name 6,1 _ ( 12 5 k4 Policy Number MELTON-HECKMAN HOLDINGS LLC A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Company NAIC Number 2657 POINSETTA AVE City State ZIP Code SANFORD FLORIDA A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 7 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 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 SEMINOLE 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 B10 B11. B12. 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) Indicate elevation datum used for BFE in Item B9: NGVD 1929 NAVD 1988 Other (Describe) Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Designation Date CBRS OPA Yes 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 AT Benchmark Utilized Vertical Datum NGVD 1929 Conversion/Comments Check the measurement used. a) Top of bottom floor (including basement, crawl space, or enclosure floor 58.7 0 feet meters (Puerto Rico only) b) Top of the next higher floor N/A E feet meters (Puerto Rico only) c) Bottom of the lowest horizontal structural member (V Zones only) N/A E feet meters (Puerto Rico only) d) Attached garage (top of slab) 58.4 feet meters (Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building 57.7 i feet meters (Puerto Rico only) Describe type of equipment in Comments) 0 Lowest adjacent (finished) grade (LAG) 57.8 feet meters (Puerto Rico only) g) Highest adjacent (finished) grade (HAG) 57.9 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. FLORIDA ZIP Code 32714 Signature FEMA Form 81-31, F Date ne 4 See reverse side for continuation. LS4458 11 /20/07 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 Number2657POINSETTAAVE City State ZIP Code Company NAIC NumberSANFORDFLORIDA 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 El-E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacentgrade (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 Me 8 of Instructions), the next higher floorelevationC2.b in the diagrams) of the building is . _ feet [Imeters 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 ofmy 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 whoisauthorizedbylawtocertifyelevationinformation. (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 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: 2657 Poinsetta Avenue, Sanford To Whom it May Concern: The Finished Floor Elevation of the structure located at 2657 Poinsetta, Sanford, Fl A/KA Lot 7, 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). Sincerely, Michael W Solitro LS # 4458 Altamonte Surveying and Platting, Inc. I54Y NISI \:" 1 SURV19Y FOR MLTUN :• BECKMAN LOT 7 PRINCETON PLACE PLAT BOOK 71, PAGE 46, SEMINOLE COUNTY, FLORIDA WYMY AVENUE 50.00' PUBLIC RIGHT OF WAY PER A.B. RUSSEL'S ADD FT. REED PLAT BOOK 1, PAGE 97 (P) S89.29'46"E 104.89' 3 cr a A/C LOT 7 o 0 ..... zs.o. 0 I o gW CO :.:`.;.... 51.3 I W t, I o a aJRY C O NyO• EiC1 STORY RESIDENCEad tn #2657 I ` LOT 6 F aO •.. ELEVATION 58.71 8'7, I a Q o my 10.7' I o N o d e- aq a I p ag , ri I in O o¢ N 10. N 0. 2.1 0 I w............... 39:R. 46.1' -------------------------m --- J c; oi7.5' DRAINAGE EASEMENT LOT 8 LOT 9 THIS SURVEY CERTIFIED TO: FIDELITY NATIONAL TITLE INSURANCE CO ZIMMERMAN, KISER h SUTCUFFE, PA MELTON h HECKMAN HOLDINGS, LLC A FLORIDA LIMITED LIABILITY COMPANY BRANCH BANKING AND TRUST COMPANY NOTE: ELEVATIONS BASED ON NGVD1929. LOT 5 LOT 4 BEARINGS ARE BASED ON THE CENTERLINE OF POINSEITA AVENUE AS BEING S00'25'081V, PER PLAT LEGAL DESCRIPTION FURNISHED BY CLIENT (UNLESS OTHERWISE NOTED) THIS IS TO CERTIFY THAT I WAVE RENEWED THE FLOOD INSURANCE RATING MAP (FIRM) PANEL #120294 0070 F DATED 9/ 28/07 AND DETERMINED THAT THE LANDS SHOWN HEREON UE IN ZONE 'X'. NOT VAUD WITHOUT THE SIGNATURE AND SCALE: 1'-30' LF EIVD D - CENTRAL ANGLE (DELTA), L - ARC, R - RADIUS, THE ORIGINALRAISEDSEALOFAFLORIDALICENSEDSURVEYOR AND MAPPER. RECOVERED 4'X4' CONCRETE MONUMENT NO/LB630 R/W - RIGHT OF WAY, A/C - AIR CONDITIONER, R) — RADIAL, ( NR) — NON —RADIAL, (P) - PLAT, ADDITMAPS. SS AND DELETIONS TO SURVEY MAPS, SKETCHES, OR REPO BY OTHER REVIEWED BY: MWS RECOVERED NAIL h DISK % M) MEASURED, C CALCULATED, D) - DEED, THAN THE SIGNING P E PARTIES IS PROHIBITED WITHOUT CONSENT RECOVERED X CUT IN CONCRETE POB — POINT OF BEGINNING, GONG. CONCRETE, POC POINT OF COMMENCEMENT, POL - POINT ON OR OF THESIGNICORARTIES. DRAWN BY: JSS RECOVERED 1 2 IRON ROD LB6300 O / AUNEYI 0 - RECOVERED 1/2- IRON ROD I DATE: 11/ 20/07 9 - RECOVERED 5/8- IRON ROD NO 8 THIS SURVEY IS CERTIFIED TO AND PREPARED FOR THE SOLE AND EXCLUSIVE BENEFIT OF THE ENTRIES AND/OR SET 1/2- IRON ROD /LB 6300 INDIVIDUALS LISTED AND SHALL NOT BE RELIED ON BY RINCETONPLACE 1 - POWER POLE AS SHOWN ANY OTHER ENTITY OR INDIVIDUAL WHOMSOEVER. MICHAEL W. SOUTRO, PSM #4458 FREVISED: CI- - WOOD FENCE AS SHOWN UNDERGROUND FOUNDATIONS AND/OR IMPROVEMENTS FOR THE FIRM OF ALTAMONTE SURVEYING 0- - CHAIN LINK FENCE AS SHOWN WERE NOT LOCATED AS PART OF THIS SURVEY. LAND AND PLATTING, INC. BUi 6300 CONCRETE SLAB AS SHOWN SHOWN HEREON WERE TOFF ABSTRACTED BCERECORD.IGFiT'OFT WAYS AND/ OR EASEMENTS ALT O IE W' SLTRVEYING 8ALTAMONWIE MFL 3a1 9 T< o FAX- (407) 862-6221 CITY OF SANFORD PERMIT APPLICATION Application # : - / J Submittal Date: gl,7 [)'2 Job Address: _ (L .7 / //7 `-f ILa /7-I L / Value of Work: $ ^sLi d ' U-41) Parcel ID: O/n : 90-- ;3 ` / - / 3)/) --y-J2r' Zoning: Historic District: Description of Work: !t% Square Footage: Permit Type: Building Electrical Mechanical W- 11" Plumbing Fire Sprinkler/Alarm Pool Sign Electrical: New Service - of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential ILI Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair -Residential Commercial Occupancy Type: Residential Commercial Industrial Occupancy Use Group(s): Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required ) Property Owner: lF -`nf] L r /l M/7 /_f-4i, lj j • •Contractor: • • • • • • • • • • • . l • , • • • •1 • • * Address: Address: 1Qy/ Sr Y,/, f j/i, J Phone: E-mail: Phone: - State License Number:41 612' V9 Bonding Company: /tom• 1A Mortgage Lender: Ai14 Address: Address: Architect/ Engineer: Ai (14 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. 1 certify that no work or installation has commenced prior to the issuanceofapermitandthatallworkwillbeperformedtomeetstandardsofall.laws regulating construction in this jurisdiction. 1 understand that a separate permitmustbesecuredforELECTRICALWORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIRCONDITIONERS, 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 constructionandzoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICEFORIMPROVEMENTSTOYOURPROPERTY. IF YOU INTEND TO OBTAIN FINANCING; CONSULT WITH YOUR LENDER OR AN ATTORNEYBEFORERECORDINGYOURNOTICEOFCOMWNCEMENT. NOTICE: In addition to the requirements of thispermit, there may be additional restrictions applicable to this property that may be found in the public records of thiscounty, 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 theproperty of the requpaturc eFr' a Lic FS 713. Signature of Owner/Agent Daze . f Contractor/ gent Date CblIVIPJ !" ram( Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/ Agent is _ Personally Known to Me or Produced ID APPROVALS: ZONING: UTIL: FD: Special Conditions: Rev 02/2007 s Name ZrA2. 1 /0 7 Sigrratur; l2(.N4Je14Y:a4 i.Af.FjXWA...........i Date MICHELLE M. WITTERS Gomm# DDC3351,96 Expires 71G/2L;WBMW Unu (L3G)431."_..4: Flo.:..:::. ....:..:. i Contractor/Agent is _ Personally Known to Me or Produced ID ENG: BLDG: 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 2657 Poinsetta Avenue Sanford, FL 32771 Charles Trier CAC042648 Name of Certified Contractor & License No. 04 I Signature of Certified Contractor State of Florida The foregoing instrument was acknowledged before me this 02 l day of - U5 2007 by UW I -es c 4e who is personally known to me or has produced as identification and who did or did not take an oath. Uptar..y. Rubli (Signature) MICHELLE M. WITi",; Comm# OQ ?S'rJ8 Expires VU-3 Bonded Utru (COO)432-42L,+ Flcride Nobry /1."n., 1, i Tri-Tech Air Conditioning, Inc. 1041 Seminola Boulevard, Casselberry, Florida 32707 Phone: (407) 673-1090 Fax: (407) 673-2866 Email: Stephen@TriTechAir.Com CITY OF SANFORD PERMIT APPLICATION Application # : ISubmittal Date: _ Job Address: _L 1Ll: 1't 1 Dr o-'L Value of Work: $ Parcel ID: Zoning: Historic District: Description of Work: `i iL11 DwiYll i 'lC1 Square Footage: Permit Type: Building Electrical Mechanical PlumbingA 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 Cale. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Q— Plumbing Repair —Residential Commercial Occupancy Type: Residential j$• Commercial Industrial Occupancy Use Croup(s): Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required ) V 1 ................. I.....`......... ContractorPropertyOwner: i Address: Address: Phone: E-mail: Phon: 'iL 0i&,te License Number: Cr- 6 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 ofa 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, ctc. 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 th? Signature fthe uire) ents of Florida Lien Law, F 713. l- Signature of Owner/Agent Date of Contractor gent Date NcL L I I >r n If-ra,\ Print Owner/Agent's Name Print Contractor/Agent's ante KON IL ni UFALL Signature of Notary -State of Florida Date ignature of Notary -State of Florida Date KRISTIE SANFORD NOTARY PUBLIC - STATE OF FLORIDA COMMISSION # DD477357 EXPIRES 10/02J2009 BONDED TMRU I-E )TARN' Owner/Agent is _ Personally Known to Me or Produced ID APPROVALS: ZONING: UTIL: FD: Contractor/Agent is X_ Personally Known to Me or Produced ID ENG: BLDG: Special Conditions: Rev 07.07 4 c.9 -T vv CITY OF SANFORD PERMIT APPLICATION Application # : t _ a _C` -1 Submittal Date: \ D - (C) 'L\ Job Address: ` i " 4- 111 cr:\\ lip "t t R Value of Work: S 3 1 5:5. cy-) Parcel ID: r Zoning: Historic District: e i mac-: tnl W . a-, , 1 ; ,-\•c l r. 'c -fv- t\e W Description of Work: I-V t EC,\\1 'aoJ.Arrwr Square Footage: Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Sign 9th21i• --,? Wo \1r,\V Electrical: New Service - # of AMPS Doe Addition/Alteration Change of Service Temporary Pole El' Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required) Plumbing/ Nevv Commercial: # of Fixtures # of Water & Sewer Lines, Plumbing/New Residential: # of Water Closets Occupancy "I'ype: Residential ;RL Commercial Industrial Construction Type: # of Stories: # of Dwelling Units: _ of Gas Lines Plumbing Repair - Residential Commercial Cl Occupancy Use Group(s): Flood "Lone: (FFMA form required ) Property Owner: Contractor: 1, \ C^f C k- Address: Address: y011 rl LttK t CLe Phone: E-mail: PhonF:) 5- VYW, State License Number: Bonding Company: Address: Architect/Engineer: Address: Plan Review Contact Person: Niortgage 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 perfbrned to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate Lx) permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and S c pUe- AIR CONDITIONERS, etc. t 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 COMNIENCL"MENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF CONIMENCEMEMT 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 COMML'NCEMI-NT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may he found in the public records of this county, and there may be additional permits required Rom 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 pr ertv the requirements of Florida Lien Law, PS 713. SignatureofOwner/Agent Date Signature ofContracttorr/Agent Date Print Owner/Agent's Name Print Contractor/Agent's Name Signature ofNotary -State of Florida Date Owner/Agent is Produced ID APPROVALS: ZONING: Personally Known to Me or UTI L: 1113 Signature of Notary -State of Florida Date NOTARY PUBLIC -STATE OF FLORIDA Belinda A. Windham Commission # DD536112 1res: MAY 16 2010Contactor/Agent is _ Pqah`'i1tlfld28ftding Co., Inc. ProducedIDENG: BLDG: Special Conditions: Rev 07.07 City of Sanford 'The Friendly City" A lication for En inPPg Bering Permit , Es permit shall authorize work to be done in the City of Sanford based on the approved construction plansdtheinformationprovidedbelow: Check One: Right -of -Way Utilization Driveway THIS APPLICATION IS SUBMITTED BY: PROPERTY OWN-7ER(S)/APPLICA14T; Applicant Name: G OA/ 1.7... L Firm: Address: O O (/ Phone: S o7 — — 2 max: Y0 7 - P — 7 J—_ Date: o I. PROJECT LOCATION OR ADDRESS: _ Z—®% 2. TITLE OF APPROVED DEVELOPMENT PLANS: APPROVAL DATE: 3. SCHEDULE OF WORK: FROM TO EMERGENCY REPAIRS 4. PROPOSED ACTNrI(Y- Driveway Installation Aerial Installation Underground Utilitiesef9 Bore and lack Open Cutting of Roadway Sidewalk Installation Other 5. SPECIFIC DESCRIPTION: 6. EXCAVATION INFORMATION: Total Length (Feet) I Number of Open Roadway Cuts 7. AERIAL INFORMATION: Length (Feet) Number of Poles (Existing) (New) IT IS UNDERSTOOD AND AGREED THAT THE RIGHTS ANO PRIVILEGES HEREIN SET OUT ARE GRANTED ONLY TO THE EXTENT NTE OF THE CITY OF SANFORD,S JURISDICTION AND THE RIGHT, TITLE, OR INTEREST IN THE LAND TO BE ERED AND USEDFEND, SAVEHARMLESSBYTHEPERMITTEE. THE PERMITTEE SHALL AT ALL TIMES ASSURE ALL RISKS OF AND INDEMNIFY DE THECITYOFSANFORDFROMANDAGAINSTALLLOSS, COST, DAMAGE, OR EXPENSE ARISING IN ANY MANNER ACCOUNTOFTHEPERMITREQUESTBYSAIDPERMITTEEOFTHEAFORESAIDRIGHTSANDPRIVILEGES. IN THE EVENT THAT ANYFUTURECONSTRUCTIONOFROADWAYS, UTILITIES, STORMWATER FACILITIES, OR ANY GENERAL MAINTENANCE ACTIVITIESBYTHECITYBECOMESINCONFLICTWITHTHEABOVEPERMITTEDACTIVITY , THE PERMITTEE SHALL REMOVE PUBLIC RIGHT-OF-WAY AND/OR RELOCATE AS NECESSARY AT NO COST 70 THE C17Y OF SANFORD, 114ITI SOFAR ASSUCHFACILESAREIN THE CALL THE PBLIC WORKS DEPT. AT (407)330-5681 TO SCHEDULE A PRE -POUR INSPECTION 48 HOURSBEFOREYOUDIGCALLSUNSHINE1-800-432-4770 Applicant Signature Date: i lk"I Date_ 3. 67. DAIS- t _ 3 d DATEt isatvcoo_ FM 191 FT 27294 Job No: 317935la©® Building Bid No: M11720 Supply ENGIN 'ER NE SHEET a"LSELEYcompany Project: Melton Development Model Captiva IV Sold To: John Kurzon Inc. Ship To: iLot/Block/Sub: 7 , , Princeton Place City/County: Sanford , Seminole Co Design Code Dcsign Software Wind Speed IFBC2004ITP12002 JMitek 20/20 6.500 1120 mph iDesign Method: Roof Load Floor Load MWFRS/C-C Hybrid Wind ASCE 7-02 40 psf Engineer or Professional of Record: Wayne A. Block - 548 B Highway 27, Clermont FL 34711 PE#52583 This package includes 10 individual, dated Truss Design Drawing(s). Page 1 of I. I ID Scc No1 Date ID - Se Noq Date ID Seq No Date ID IScq No Date a01 45228 5/3/2007 [a04 45231 5/3/2007 ;b01 45234 5/3/2007 c_01 145237 5/3/2007 a02 45229 5/3/2007 1,a05 45232 5/3/2007 '02 45235 5/3/2007 a03 45230 5/3/2007 1 a06 45233 5/3/2007 1Ib03 45236 5/3/2007 PLANS Rrr-V'E:"' " r. Y 4 2007 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 STRUC7-UR4L ENGINEER OF RECORD AT THE T7ME 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. 0510412007 Job Truss Truss Type Qty y KURZON - CAPTIVA IV / BILL , 317935 A01 ROOF TRUSS 1 1 1Job Reference (optional) Stock Building Supply, Sanford, FL 32771 6.500 s Dec 14 2006 MITek Industries, Inc. Fri May 04 07:56:22 2007 Page 1 - 1-6-0, 6-4-5 12-7-2 18-0-0 20-3-8 25-5-0 36-0-0 37 6 Q 1-6-0 6-4-5 6-2-14 5-4-14 2-3-8 5-1-8 10-7-0 1-6-0 Sale = 1:60.3 M td 5x6 = 4x6 = 38 22 39 21 20 15 14 13 12 11 4u 3xb = 3x4 = 4x10 = 20-3-8 3x4 = 9-0-8 18-0-0 4-8 6 2-Or0 25-4-0 2545-0 36-0-0 9-0-8 8-11-8 0-8-6 0-8-8 4-4-0 0-1-0 10-7-0 1-7-2 LOADINQpsf) SPACING 2-0-0 CSI DEFL in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plates increase 1.25 TC 0.70 Vert(LL) -0.10 2-22 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.59 Vert(TQ -0.28 2-22 >835 240 BCLL 0.0 Rep Stress Incr NO WB 0.70 Horz(TL) 0.04 12 n/a n/a BCDL 10.0 Code FBC2004/TPI2002 (Matrix) Wind(LL) 0.32 2-22 >749 240 Weight: 224 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-3 oc purlins. BOT CHORD 2 X 4 SYP No.2 DOT CHORD Rigid ceiling direly applied or 5-2-7 oc tracing. WEBS 2 X 4 SYP No.3 WEBS 1 Row at midpt 4-21, 5-21 OTHERS 2 X 4 SYP No.3 t with 2 X 4 SYP No.3 with 2 - 10d (0.131"x3") nails and cross trace spacing of 20.0-0 oc. 1-Ply "aREACTIONS(lb/size) 2-902/0-7-10, 20=-23/1-7-2, 19=923/1-7-2, 16=399/10.3.8, 15=13/10-3-8, 9=294/10-3-8, 14=42/10-3-8, 13=38/10-3-8, 12=291/10-3-8, 11=-9/1D-3.8, 18=92/0-4-0, 17=92/0-4-0 Max Horz 2=-148(LC 4) Max Uplift2=-755(LC 6), 20=-50(LC 2), 19=-369(LC 6), 16=-348(LC 7), 15= 12(LC 8), 9=-344(LC 7), 14=-38(LC 7), 13--37(LC 8), 12--280(LC 7), 11=-27(LC 8) Max Grav 2=902(LC 1), 20-55(LC 4), 19=923(LC 1), 16=400(LC I1), 15=26(LC 2), 9=294(LC 11), 14=81(LC 2), 13=84(LC 2), 12=291(LC 11), 11=75(LC 2), 18=183(LC 2), 17=183(LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/40, 2-32=-1272/1644, 3-32--1199/1660, 3-33=-1026/1576, 4-33=-939/1598, 4-34=-278/787, 5-34=-197/806, 5-6=-227/862, 6.35=0/590, 7-35=-88/570, 7-36=0/357, 8.36=-100/343, B-37=-288/538, 9-37=-350/537, 9-10=0/39 BOT CHORD 2-38=-1257/1058, 22-38=-1257/1058, 22.39=-653/588, 21-39=-653/588, 20-21=-2/5, 18-19=-4/11, 17-18=-4/11, 16.17=-4/11, 14-15=-0/1, 13-14=-0/1, 12.13=-0/1, 11-12=-372/321, 11-40=-372/321, 9.40=-372/321 WEBS 3-22=-333/373, 4-22=-737/550, 4-21=-635/843, 5-21=-398/78, 6.21=-425/684, 19-20=0/0, 6.19=-958/766, 15-16=0/0,7-16=-434/492, 8-12=-398/463 NOTES (10) 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; endosed; MWFRS gable end zone and C-C Comer(3) -1-6.0 to 2-1-3, Exterior(2) 2-1-3 to 14-4'13; Comer(3) 14-4-13 to 18-0.0, Exterior(2) 21-7-3 to 33-IG-13 zone; porch left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. This lass Is designed for C-C for members and forces, and for MWFRS for reactions sped8ed. 3) Truss designed for wind loads in the plane ofthe truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 2.0.0 oc. 6) This truss has been designed for a 10.0 psfbottom chord live load nonconcurrent with any other live loads. 7) Bearing at joint(s) 20, 19, 16, 15 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 755 lb uplift at joint 2, 50 lb uplift at joint 20, 369 lb uplift at joint 19, 348 lb uplift at joint 16, 12 lb uplift at joint 15, 344 lb uplift at joint 9, 38 lb uplift at joint 14, 37 lb uplift at joint 13, 280 lb uplift at joint 12 and 27 lb uplift at joint 11. 9) Waring: Additional permanent and stability bracing for truss system (not part of this component design) Is always required. 10) Segn:45228, Date:5/3/2007 LOAD CASE(S) Standard 0510412007 Trues Design Engineer. Steven Liebe-n, P.E. (FL Lkeroe aSa012) Stock Building Supply 220W. Brandon BNd : Suite 204, Brandon, FL33511 Job Tnu55 Truss Type QtY Ply CAPTIVA IV / BILL 317935 A02 ROOF TRU55 4I 1 1KURZONobRefererce o Uonal xocK ew1101119 SUPPIY, >anlom, --f- 1-6-0, 6-4-5 1 12-7-2 18-0-0 20-7-0 25-5-0 30-5-10 1 36-0-0 37-6-0 1-6-0 6-4-5 6-2-14 5-4-14 2-7-0 4-10-0 5-0-10 5-6-6 1-6-0 Scale = 1:60.3 5x6 = 4x6 = 25 18 17 26 lb 1b 3x4 = 5x6 WB= 4x10 = 2x4 II 3.00 12 9-0-8 18-0-0 20-7-0 21-0-0 25-4-0 25 5-0 30-5-10 36-0-0 9-0-8 8-11-8 2-7-0 0-5-0 4-4-0 0-1-0 5-0-10 5-6-6 LOADINQpsf) TCLL 20.0 TCDL 10.0 BOLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.25 Lumber Increase 1.25 Rep Stress Incr YES Code FBC20D4/TPI2002 CSI TC 0.54 BC 0.54 WB 0.70 Matrix) DEFL in (loc) I/deft L/d Vert(LL) -0.10 2-18 >999 360 Vert(TL) -0.29 2-18 >850 240 Horz(TL) 0.05 9 n/a n/a Wind(LL) 0.32 2-18 >760 240 PLATES GRIP MT20 244/190 Weight: 208lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wool sheathing directly applied or 5-3-5 oc purlins. BOT CHORD 2 X 4 SYP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 4-9-4 oc bracing. Except: B3 2 X 4 SYP No.3, S5 2 X 4 SYP No.3 6-0.0 oc bracing: 6-14, 7.13 WEBS 2 X 4 SYP No.3 with 2 X 4 SYP No.3 with 2 - 10d (0.131"x3") nails and cross brace spacing of 20-0-0 oc. I - Ply WEBS 1 Row at midpt 4.16, 5-16 with 2 X 4 SYP No.3 with 2 - 10d (0.131"x3") nails and cross brace spacing of 20.0-0 oc. REACTIONS(lb/size) 2=920/0-7.10, 14=992/0-4.0, 13=626/0-4-0, 9=507/0-7-10 Max Horz 2=269(LC 5) Max Uplift2=-741(LC 6), 14=-424(LC 6), --336(LC 7), 9=-564(LC 7) Max Grav 2=920(LC 1), 14=992(LC 1), 13=627(LC 11), 9=507(LC 11) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/40, 2-19=-1309/1581, 3-19=-1236/1598, 3-20=-1063/1513, 4-20=-977/1535, 4-21=-317/723, 5-21=-237/741, 5-6=-265/781, 6-22=0/410, 7-22=-85/401, 7-23=0/608, 8-23=-53/591, 8-24=-751/1979, 9-24=-825/1965, 9-10=0/36 BOT CHORD 2-25=-1476/1091,18-25=-1476/1091, 17-18=-870/622, 17-26=-870/622,16-26=-870/622, 15.16=-151/0,14-15=-47/7,6-14=-962/911,13-14=0/57, 12-13=-620/260,7-13=-316/125, 11-12=-1371/684, 11-27=-1523/692,9-27=-1530/675 WEBS 3-18=-332/374, 4-18=-739/549, 4-16=-633/844, 5-16=-302/88, 6-16=-542/696, 8-11=-516/225, 8-12=-665/1340, 7-14=-50/184 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 Comer(3) -1-6.0 to 2-1-3, Exterior(2) 2.1-3 to 14-4-13, Corner(3) 14-4-13 to 18-0-0, Exterior(2) 21-7-3 to 33-10-13 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) Bearing at joint(s) 9 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 741 lb uplift at joint 2, 424 lb uplift at joint 14, 336 lb uplift at joint 13 and 564 lb uplift at joint 9. 6) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 7) Segn:45229, Date:5/3/2007 LOAD CASE(S) Standard 0510412007 Trun Damon Engineer: Slaver Lieb—n, P.E. (FL License 0 58912) Stock Building Supply 220 W. B—don Blvd.; Suite 204. B—don, FL 33511 Job Truss Truss Type Qfy NY KURZON - CAPTIVA IV / BILL 317935 AO3 ROOF TRUSS 3I 1 cab Re(ererxx: o canal ou,w,ng Supply, 5druoro, FL 3277i 6.500s Dec 14 2006 MITek Industries, Inc. Fri May 04 07:56:27 2007 Page I i-1-6-01 5-6-11 12-0-7 18-0-0 20-7-0 25-5-0 28-8-0 36-0-0 37-6-0, 1-6-0 5-6-11 6-5-12 5-11-9 2-7-0 4-10-0 3-3-0 7-4-0 1-6-0 Scale = 1:60.3. Sx6 = 20-7-0 5-6-11 10-7-10 11-7-10 18-" 18-7 10 21, -O 25-5-0 28-8-0 36-0-0 5-6-11 5-0-15 1-0-0 6-4-6 0-7-10 0-5-0 4-5-0 3-3-0 7-4-0 1-11-6 Plate Offsets MY): (2:0-1-2,Edoel, 3:0-3-0,0-3-01, [8:0-3.0,0-3-01, f9:0-1-0,Edael, f16:0-1-5,0-1-01 LOADINQpsf) SPACING 2-0-0 CSI DEFL in (loc) I/deb L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.40 Vert(LL) -0.1116-17 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.44 Vert(TL)-0.2616-17 >925 240 BOLL 0.0 Rep Stress Incr YES WB 0.74 Horz(TL) 0.05 14 n/a n/a BCDL 10.0 Code FBC2004/TPI2002 Matrix) Wind(LL) 0.1116.17 >999 240 Weight: 212Ill LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 4-3-2 oc pudins. BOT CHORD 2 X 4 SYP No.2 *Except' BOT CHORD Rigid ceiling directly applied or 6-0.0 oc bracing. Except: B2 2 X 4 SYP No.3, B4 2 X 4 SYP No.3 6-G-0 oc bracing: 15.16 WEBS 2 X 4 SYP No.3 10-0-0 oc bracing: 7-13 1 - Ply with 2 X 4 SYP No.3 with 2 - IOd (0.131"x3") nails and cross brace spacing of 20-0-0 oc. JOINTS 1 Brace at Jt(s): 15 REACTIONS(lb/size) 2=777/0-7-10, 9=504/0-7-10, 14=1767/0-4-0 Max Horz 2=150(LC 5) Max Uplift2=-411(LC 6), 9=-397(LC 1), 14=-310(LC 6) Max Grav 2=836(LC 10), 9=516(LC 11), 14=1767(LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/36, 2-25=-2074/666, 3-25=-2003/685, 3-26=-1202/460, 4-26=-1120/478, 4-27=-1206/630, 5-27=-1120/644, 5-6-0/473, 6.28=-67/1113, 7-28=-83/1048, 7-8=-35/315, 8-29=-613/482, 9-29=-709/457, 9-10=0/36 SOT CHORD 2-17= 576/1821, 16.17=-581/1823, 15-16=-328/333, 14-15=-937/396, 13-14=-193/71, 12-13=-166/361, 7-13=-134/398, 11-12=-269/550, 9.11=-276/578 WEBS 3-17=0/238, 3.16=-774/422, 8-11-0/287, 6-14=-1554/403, 7-14=-905/344, 8-12=-615/314, 5-15=-968/286, 6.15=-195/1201, 4-16=-397/321, 5-16=-571/1335 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 II; Exp B; enclosed; MWFRS gable end zone and C-C Exterior(2) -1-6-0 to 2-1-3, Interior(1) 2-1-3 to, 14-4-13, Exterlor(2) 14-4-13 to 18-0-0, Interior(1) 21-7-3 to 33.10-13 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, 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify opacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 411 lb uplift at )Dint 2, 397 lb uplift at )Dint 9 and 310 lb uplift at joint 14. 6) Warning: Additional permanent and stability bracing for truss system (not part ofthis component design) is always required. 7) Segn:45230, Date:5/3/2007 LOAD CASE(S) Standard 0510412007 Truss Dmign Engln—.. Stmen Lkrbermen, P.E. (FL Lkxene 9 58912) Stock Building Supply 220 W. Brandon Bkd.; Suite 204. Brandon, FL 33511 Sop Truss Truss Type Qty Ply KURZON - CAPTIVA IV / BILL 317935 A04 ROOF TRUSS 11 1 Job Reference (optional) Stock Building Supply, Sanford, FL 32771 6.500 s Dec 14 2006 MiTek Industries, Inc. Fri May 04 07:56:28 2007 Page 1 1-1-6-0, 6-3-13 1 12-1-14 1 18-0-0 23-10-2 29-8-3 1 36-0-0 3 1-6-0 6-3-13 5-10-2 5-10-2 5-10-2 5-10-2 6-3-13 1-6-0 Scale = 1:60.3 Sx6 = 6-3-13 , 12-1-14 18-0-0 23-10-2 29-8-3 36-0-0 6-3-13 5-10-2 5-10-2 5-10-2 5-10-2 6-3-13 LOADINQpsf) SPACING 2-0-0 TCLL 20.0 Plates Increase 1.25 TCDL 10.0 Lumber Increase 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2004/TP12002 LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No. 1D WEBS 2 X 4 SYP No.3 1-Ply REACTIONS(lb/size) 2=1524/0.7-10, 8=152410-7-10 Max Horz 2=150(LC 5) Max Uplift2=-542(LC 6), 8=-542(LC 7) CSI DEFL in (loc) I/de0 L/d PLATES GRIP TC 0.61 Vert(LL) -0.39 12 >999 360 MT20 244/190 BC 0.67 Vert(TL)-1.0012-13 423 240 WB 0.75 Horz(TL) 0.73 8 n/a n/a Matrix) Wind(LL) 0.42 12 >999 240 Weight: 174lb BRACING TOP CHORD Structural wood sheathing directly applied or 2-6-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-5-10 oc bracing. FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/36, 2-15=-4618/1317, 3-15=-4532/1339, 3.16=-3960/1191, 4-16=-3885/1211, 4.17=-3083/945, 5-17=-3007/958, 5-18=-3007/958, 6-18=-3083/945, 6-19=-3885/1211, 7-19=-3960/1191, 7-20=-4532/1339, B-20=-4618/1317, 8.9=0/36 BOT CHORD 2-14=-1051/4113, 13-14=-1058/4113, 12-13=-825/3596, 11-12=-825/3596, 10-11=-1058/4113, 8-10=-1051/4113 WEBS 3-14=0/238, 3-13=-552/354, 4-13=-43/360, 4-12=-858/375, 5-12=-542/2329, 6-12=-858/375, 6-11=-45/360, 7-11=-552/362, 7-10=0/238 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 2-1-3, Interior(1) 2-1-3 to 14-4-13, Exterior(2) 144-13 to 18-0-0, Interior(1) 21.7-3 to 33-10-13 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, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of Clearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 542 lb uplift at joint 2 and 542 lb uplift at joint 8. 6) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 7) Segn:45231, Date:5/3/2007 LOAD CASE(S) Standard 0510412007 Truss Design Engineor. Steven Lieberman, P.E. (FL License a 58012, Stock Building Supply 220 W. Bmndon Blvd.: Sude 204, Brandon, FL 33511 Job Truss Truss Type Qty Ply KURZON - CAPTIVA IV / BILL 317935 A05 ROOF TRUSS 4 1 1Job Reference I Stock Building Supply, Sanford, FL 32771 b.5o0 s um 14 zuub MI Iex Incusules, Inc. M May m4 07: 56:30 2W7 rage i 0-6-0 6-10-1 13-1-10 18-" 23-10-2 29-8-3 36-0-0 37-6-0 1-6-0 6-10-1 6-3-9 4-10-6 5-10-2 5-10-2 6-3-13 1-6-0 Sole = 1:60.3. 5x8 = 3x6 = 20 14 13 2x4 11 5x6 = 6-10-1 12-10-13 13A-10 18-" 26-11-7 36-" 6-10-1 6-0-12 0-2-13 4-10-6 8-11-7 9-0-9 LOADINQpsf) SPACING 2-0-0 CSI DEFL In (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.58 Vert(LL)-0.1410-11 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.68 Vert(TL)-0.4210-11 >655 240 BOLL 0.0 Rep Stress Incr YES WB 0.59 Horz(TL) 0.06 8 n/a n/a BCDL 10.0 Code FBC20D4/TP12002 (Matrix) Wind(LL) 0.20 10 >999 240 Weight: 179 lb LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 *Except* 022X4SYP No.3 WEBS 2 X 4 SYP No.3 1 - Ply REACTIONS( lb/size) 2=584/0-7-10, 8=999/0-7-10, 13=1464/0-5-10 Max Hors 2=149(LC 5) Max Uplift2=-572(LC 6), 8=.484(LC 7), 13--431(LC 6) Max Grav 2=597(LC 10), 8=999(LC 1), 13=1464(LC 1) BRACING TOP CHORD Structural wood sheathing directly applied or3-8-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-9-10 oc bracing. Except: 5. 5-0 oc bracing: 4-12 with Ix4 SPF N0.2 with 2 - 10d (0.131"0") nails and cross brace spacing of 0.0.0 oc. FORCES( Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/40, 2.15--638/965, 3-15=-551/984, 3-4=-57/452, 4-16--868/772, 5-16=-747/789, 5-17=-802/777, 6-17=-882/764, 6-18=-2121/1428, 7-18= 2199/1408, 7-19=-2507/1665, 8.19=-2585/1643, 8. 9=0/36 BOT CHORD 2-20=-651/487, 14-20=-651/487, 13-14=-644/483, 12-13=-1129/533, 4-12=-1063/532, 11.12=-102/60, 10.11=-806/1594, 8.10=-1297/2292 WEBS 3-14=-292/300, 4-11=-162/880, 5-11=-219/467, 6-11=-858/697, 6.10=-184/682, 7-10=-325/390, 3-13=-591/767 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 Comer(3) -1-&0 to 2-1-3, Exterior( 2) 2-1-3 to 14-4-13, Comer(3) 14-4-13 to 18-0-0, Exterior(2) 21-7-3 to 33-10-13 zone; porch left exposed; Lumber DOL=1.33 pate 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) 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify opacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 572 It uplift at joint 2, 484 lb uplift at joint 8 and 431 lb uplift at joint 13. 6) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 7) Segn:45232, Date:5/3/2007 LOAD CASE(S) Standard 0510412007 Truss Design Enrginmr.. Stews Llebmmon, P.E. (FL Lkemo a 58912) Stock Building Supply 220 W. Bmndon BNd.; SOo 204. Brnndon. FL 33511 oq Truss Truss Type Qty ply KURZON - CAPTIVA IV / BILL 317935 A06 ROOF TRUSS 1 1 Job Reference (optiona0 Stock Building Supply, Sanford, FL 32771 6.500 s Dec 14 2006 MITek Industries, Inc. Fri May 04 07:56:32 2007 Page 1 1-6-0, 18-0-0 36-0-0 37-6-0 d1 1-6-0 18-0-0 18-0-0 5x6 = 1-6-0 Scale = 1:59.4 3x6 = 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 3x6 = 5x6 = 36-0-0 LOADINQpso SPACING 2-0.0 CSI DEFL in (loc) I/de0 L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.28 Vert(LL) -0.00 21 n/r 90 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.11 Vert(TL) 0.00 21 n/r 90 BCLL 0.0 Rep Stress Incr NO WB 0.14 Horz(TL) 0.01 20 n/a n/a BCDL 10.0 Code FBC2004/TPI2002 Matrix) Weight: 232 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 SYP No.3 WEBS 1 Row at midpt I1-29 1 - Ply with 2 X 4 SYP No.3 with 2 - 10d (0.131"x3") nails and cross brace spacing of 20-0-0 oc. REACTION5(lb/size) 2=249/36-0-0, 29=148/36-0-0, 30=160/36.0-0, 31=160/36-0-0, 32=161/36.0-0, 33=157/36-0-0, 34=173/36-0-0, 35=107/36.0-0, 36=290/36-0-0, 28=160/36-0-0, 27=160/36-0-0, 26=161/36-0-0, 25=157/36-0-0, 24=173/36-0-0, 23=107/36-0-0, 22=290/36-0-0, 20=249/36-0-0 Max Horz 2=148(LC 5) Max Uplift2=-130(LC 6), 30=-38(LC 6), 31=-62(LC 7), 32=-54(LC 6), 33=-54(LC 7), 34=-64(LC 6), 35=-78(LC 6), 36=-146(LC 6), 28=-38(LC 6), 27=-62(LC 7), 26=-54(LC 7), 25=-54(LC 6), 24=-64(LC 7), 23=-78(LC 7), 22=-146(LC 7), 20=-148(LC 7) Max Grav 2=249(LC 1), 29=193(LC 7), 30=164(LC 10), 31=160(LC 1), 32=161(LC 10), 33=157(LC 1), 34=173(LC 10), 35=107(LC 10), 36=290(LC 10), 28=164(LC 11), 27=160(LC 1), 26=161(LC 11), 25=157(LC 1), 24=173(LC 11), 23=107(LC 11), 22=290(LC 11), 20=249(LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/39, 2-37=-163/59, 3-37=-155/73, 3-4=-97/92, 4-5=-67/104, 5.38=-64/107, 6-38=-62/110, 6.7=-41/156, 7-8=-41/223, 8-9=-41/288, 9-39=-41/367, 10-39=-14/374, 10-11=-41/467, 11-12=-41/467, 12-40=-14/374, 13-40=-41/367, 13-14=-41/288, 14-15=-41/223, 15-16=-41/156, 16-41=-6/84, 17-41=-14/80, 17-18=-38/78, 18.19=-53/34, 19-42=-93/10, 20-42=-101/0, 20.21=0/39 BOT CHORD 2-36=0/255,35-36=0/255,34-35=0/255,33-34=0/255,32-33=0/255,31-32=0/255,30.31=0/255,29-30=0/255,28-29=0/255,27-28=0/255,26-27=0/255, 25-26=0/255, 24-25=0/255, 23-24=0/255, 22-23=0/255, 20-22=0/255 WEBS 11-29=-203/0,10-30=-124/191,9.31=-120/175,8-32=-120/128,7-33=-118/134, 6-34=-128/144, 4-35=-85/94, 3-36=-208/241, 12.28=-124/191, 13-27=-120/175, 14-26=-120/128, 15-25=-118/134, 16-24=-128/144, 18-23=-85/94, 19.22=-208/241 NOTES (10) 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 Comer(3) -1-6-0 to 2.1-3, Exterior(2) 2-1-3 to 14-4-13, Comer(3) 14-4-13 to 18-0-0, Exterior(2) 21-7.3 to 33-1D-13 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MTek "Standard Gable End Detail' 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottomchord live load nonconcurrent with any other live loads. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 130 lb uplift at joint 2, 38 lb uplift at joint 30, 62 lb uplift at joint 31, 54 lb uplift at joint 32, 54 lb uplift at joint 33, 64 lb uplift atjoint 34, 78 lb uplift at joint 35, 146 lb uplift at joint 36, 38 lb uplift at joint 28, 62 lb uplift at joint 27, 54 lb uplift at joint 26, 54 lb uplift at joint 25, 64 lb uplift at joint 24, 78 lb uplift at joint 23, 146 lb uplift at joint 22 and 148 lb uplift at joint 20. 9) Warning: Additional permanent and stability bracing for truss system (not partofthis component design) is always required. 10) Segn:45233, Date:5/3/2007 LOAD CASE(S) Standard 0510412007 Truss Design Engineer. Slevon Liebermon. P.E. (FL License k 58912) Stock Building Supply 220 W. Brandon BIW.; Suxe 204. Brandon. FL 33511 Job Truss Truss Type Qty Ply Cilli IV / BILL 317935 B01 ROOF TRUSS 1 1 KIURZON lob Reference oral Stock Building Supply, Sanford, FL 32771 o.x s tec 11 cwo can ex tmusma, rnc. - ray w .--j <uur ray. a 1-6-0, 9-8-0 19-4-0 20-10-0 , 1-6-0 9-8-0 4x4 = 9-8-0 1-6-0 Scale = 1:34.0 - I$ LOADINQpsf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.28 Vert(LL) -0.00 11 n/r 90 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.09 Vert(TL) -0.00 11 n/r 90 BCLL 0.0 Rep Stress Incr NO WB 0.07 Horz(TL) 0.00 10 n/a n/a BCDL 10.0 Code FBC20D4fTP12002 (Matrix) Weight: 97 Ito LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 6.0.0 oc purlins. BOT CHORD 2 X 4 SYP N0.2 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. OTHERS 2 X 4 SYP No.3 1 - Ply REACTIONS(lb/size) 2=240/19.4-0, 10=240/19-4-0, 15=144/19.4-0, 16=170/19-4-0, 17=121/19-4-0, 18=260/19-4-0, 14=170/19.4.0, 13-121/19-4-0, 12=260/19-4-0 Max Hors 2=-94(LC 7) Max Uplift2=-156(LC 6), 10--174(LC 7), 16=-62(LC 6), 17=-91(LC 6), 18=-125(LC 6), 14=-60(LC 7), 13=-92(LC 7), 12=-125(LC 7) Max Grav 2=240(LC 1), 10=240(LC 1), 15=144(LC 1), 16=174(LC 10), 17=121(LC 1), 18=260(LC 10), 14=174(LC 11), 13=121(LC 1), 12=260(LC 11) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/39, 2-19=-68/43, 3-19=-60/56, 3.4=-49/114, 4-20=-38/177, 2D-21= 13/179, 5-21=-1/183, 5-6=-41/289, 6.7=-41/289, 7.22=-1/183, 22-23=-13/179, 8-23=-38/177, 8-9=-49/114, 9-24=-29/24, 10-24=-64/12, 10.11=0139 BOT CHORD 2-18=0/169, 17-18=0/169, 16-17-0/169, 15.16=0/169,14-15=0/169,13-14=0/169,12.13=0/169, 10.12-0/169 WEBS 6.15=-106/0, 5-16=-131/220, 4-17=-94/136, 3-18=-189/216, 7.14=-131/220, 8-13=-94/136, 9-12=-189/216 NOTES (11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 120mph (3-second gust); h=3Dft; TCDL=4.2psf; BCDL-6.Opsf; Category II; Exp B; enclosed; MWFRS gable end zone and C-C Comer(3) -1-6.0 to 2-1-3, Exterior(2) 2-1-3 to 6-0-13, Comer(3) 6-0-13 to 9.8.0, Exterior(2) 13.3.3 to 17-2-13 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) Truss designed for wind bads In the plane of the truss only. For studs exposed to wind (normal to the face), see MITek "Standard Gable End Detail" 4) All plates are 2x4 MT20 unless otherwise Indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nommlricurrent with any other live loads. 8) Provide mechanical connection (try others) of truss to bearing plate capable of withstanding 156 lb uplift at joint 2, 174 lb uplift at joint 10, 62 lb uplift at joint 16, 91 lb uplift at joint 17, 125 lb uplift at joint 18, 60 Ib uplift at joint 14, 92 lb uplift at joint 13 and 125 lb uplift at joint 12. 9) Beveled plateor shim required to provide full bearing surface with truss chord at joint(s) 10. 10) Waring: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 11) Segn:45234, Date:5/3/2007 LOAD CASE(S) Standard 0510412007 Truss Dmign Engineer. Steven Liebormen, P.E. (FL License a 58012) Stock Building Supply 220 W. Bmndon Blvd.: Suko 204, Brandon, FL 33511 Job Truss Truss Type Qty Ply CAPTIVA IV / BILL 317935 B02 ROOF TRU55 5 1, KURZON ob Reference (optionaD Stock Building Supply, Sanford, FL 32771 6.500 s Dec 14 2006 Mi-Fek Industries, Inc. Fri May 04 07:56:37 2007 Page 1 1-6-0 , 5-1-4 9-8-0 14-2-12 I 19-4-0 1 20-10-0 , r 1-6-0 5-1-4 4-6-12 4x10 = 3x4 = 4-6-12 3x4 = 6-7-8 12-8-8 19-4-0 5-1-4 1-6-0 Scale = 1:34.0 IT LOADINgpsf) SPACING 2-0-0 CSI DEFL in (loc) I/de0 L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.41 Vert(LL) 0.04 6-8 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.31 Vert(TL) 0.11 6.8 >999 240 BOLL 0.0 Rep Stress Incr YES WB 0.12 Horz(TL) 0.03 6 n/a n/a BCDL 10.0 Code FBC20G4/TP12002 Matrix) Wind(LL) 0.07 8-9 >999 240 Weight: 91 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 5-6-14 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 8-3-15 oc bracing. WEBS 2 X 4 SYP No.3 1 - Ply REACTIONS(lb/size) 2=857/0.7-10, 6=857/0-7.10 Max Horz 2=-94(LC 7) Max Uplift2=-383(LC 6), 6=-383(LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/40, 2-10=-1231/856, 3-10=-1167/873, 3-11=-1079/850, 11-12=-1020/856, 4-12=-1017/866, 4-13=-1017/866, 13-14=-1020/856, 5-14=-1079/850, 5-15=-1167/873, 6-15=-1231/856, 6-7=0/40 BOT CHORD 2-9=-570/1026,8-9=-306/713,6.8=-570/1026 WEBS 3-9=-237/296, 4-9=-201/387, 4-8=-201/387, 5-8=-237/296 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 Comer(3) -1-6-0 to 2-1-3, Exterior(2) 2-1-3 to 6-0-13, Corner(3) 6-0.13 to 9-8.0, Exterior(2) 13-3-3 to 17-2-13 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 383 lb uplift at joint 2 and 383 lb uplift at joint 6. 5) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 6) Segn:45235, Date:5/3/2007 LOAD CASE(S) Standard 0510412007 Truss Design Engineer. Steven Lieberman, P.E. (FL License a58912) Stock Building Supply 220 W. Bmndon Blvd.: Suite 2064. Bmndor FL 33517 Job Truss Truss Type Qty Ply KURZON - CAPTIVA IV / BILL 317935 B03 ROOF TRUSS 2 1 Ilob Reference 6 I Stock Building Supply, Sanford, FL 32771 6.5ou s uec 14 zoob miTek tndustnes, inc. rn may u4 ut:5o:70 zuur Page i 1-6-0 5-1-4 9-8-0 14-2-12 19-" 1-6-0 5-1-4 4-6-12 4-6-12 4-9-4 Scale: 3/8"=1' - 4x6 = I'6 3x4 = 3x4 = 6-7-8 12-8-8 19-0-0 LOADINQpsQ SPACING 2-0-0 CSI DEFL in (loc) Vdefi L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.29 Vert(LL) -0.04 2.8 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.31 Vert(TL) -0.11 2-8 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(TL) 0.03 6 Na n/a BCDL 10.0 Code F8C20D4/TPl2002 (Matrix) Wind(LL) 0.04 6.7 >999 240 Weight: 87 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 5.6.11 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 9-11-3 oc bracing. WEBS 2 X 4 SYP No.3 1 - Ply REACTIONS(lb/size) 6=736/0.3-10, 2-856/0-7-10 Max Horz 2-115(LC 6) Max Uplift6=-251(LC 7), 2=-384(LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/40, 2-9=-1227/467, 3-9=-1164/484, 3-10=-1075/471, 10-11=-1017/477, 4-11=-1013/486, 4-12=-1011/533, 12.13=-1016/524, 5-13=-1079/517, 5-14=-1107/532, 6.14=-1214/522 BOT CHORD 2-8=-323/1023,7-8=-181/711,6-7=-383/1021 WEBS 3-8=-237/223, 4-8=-126/387, 4-7=-160/393, 5-7=-232/237 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 11; Exp B; enclosed; MWFRS gable end zone and C-C Exterlor(2) -1-6-0 to 2-1-3, Interlor(1) 2-1-3 to 6-0-13, Exterior(2) 6-D-13 to 9-8-0, Interior(1) 13-3-3 to 15-3-0 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 251 lb uplift at )oint 6 and 384 Ib uplift at joint 2. 5) Warning: Additional permanent and stability bradng for truss system (not part of this component design) is always required. 6) Segn:45236, Date:5/3/2007 LOAD CASE(S) Standard 0510412007 Truss Dmlgn Enginmr.. Stews LWmnv tn, P.E. (FL Uoot 0 W12) Stock BuadbV Supply 220 W. Bmndon Blvd.; Suke 204. Brandon. FL 33511 Job Truss Truss Type Qty Ply KURZON - CAPTIVA IV / BILL 317935 CO! ROOF TRUSS 2 1 Jot) Reference (optiona0 ro —y u-r --. mur rage r 4-0-0 4x4 = 0-4-0 8-0-0 8-0-0 4-0-0 1-6-0 Scale = 1: 16.7 Ib LOADINQpsf) SPACING 2-0-0 CSI DEFL in (loc) I/de0 L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.58 Vert(LL) 0.01 2-6 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.73 Vert(TL) 0.02 2-6 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.06 Hot7(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2004/TPI2002 Matrix) Wind(L-) 0.01 6 >999 240 Weight: 33lb 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=407/0.4.0, 4=407/0-4-0 Max Horz 2=39(LC 6) Max Uplift2=-256(LC 6), 4=-256(LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/39, 2-7=-361/261, 3-7=-297/273, 3-8=-297/273, 4-8=-361/261, 4-5=0/39 BOT CHORD 2-6=-3/262, 4-6=-3/262 WEBS 3.6=0/188 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. 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 11; Exp B; enclosed; MWFRS gable end zone and C-C Corner(3) zone; Lumber DOL=1.33 plate grip DOL=1.33. This truss isdesignedforC-C for members and forces, and for MWFRS for reactions specified. 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail' 4) Gable studs spaced at 2.0.0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 256 lb uplift at pint 2 and 256 lb uplift at joint 4. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 8) Segn:45237, Date:5/3/2007 LOAD CASE(S) Standard 0510412007 Truss Design Engineer. Sloven Lieberman. P.E. (FL License p 58912) Stock Building Supply 220 W. Brandon Blvd.: Suite 204, Brondon. FL 3351 t 46-0-0 OFFICE ca OW d N W QD NW TRU 5E5 24" N G NT >z w 4 Z Lwpw > Q= o,aW O § J O J p ~ m J Z o I Z NQ lcr, z O J 13Z3.ia` Zrww O Q Z C m Qp p36 y Z W QZ NW Uw 11 2-00 Z OOOJdzpV18 uj JyN (, I I I W NW P!JN NW W ! '1 W H Om wJ W Z Z w 6-6-0 9-3-8 z -< NN >W O z O w W ZZcn N !Y Mm II II II I N n N Q U-V onm0] N = % 3 J . L7Z. 12-0-0 Q w OJV) INt RIOR 6 ]ARING z J i ¢ _ cn i ° cj INTE [ 0 IDG I At -6 A F uj z o a = o N > 0 0 T T I C Y> rn > TR 55E 24 ON 6T ER 0 Q m U N 00 T T I m w w >- \ U p m 23 4-10 6 o I S RE IE E N N I I. 0.SNFR g N o N Wiiyl O M Y YYJJV N rK/ y/Q'.IJ M 8- 8-0 51-4-0 s i FEB-13-2007 01:29PM r i FROM -MANNING BUILDING SUPPLIES E I. 1 , 1 1 I I 4073670089 i f A 101/1-S.2-97 TEST REPORT SUMMARY Rendered to: Mi HOME PRODUCTS, INC. T-525 P-002 F-905 SERIES/MODEL: 740/744 TYPE: Aluminum Single Hung Window with -Flange Title of Test Results Rating H-R45 53 x 73 Overall Design Pressure 45 pif O eratin Force 23 lbs max. Air Infiltration 0.10 chn/ Water Resistance 6.75 psf Structural Test Pressure 67.5 psf 70.8 Psf DeglaziDg Passed Forced Entry Resistance Grade 10 - Reference should be'made to Report No. 01-40351.04 for complete test specimen description anddata. ; ; For ARCHITECTURAL TESTINGiNC. ••„• . IF < l " ' 54' Mark A. Hess, Technician MAH: baw ! /[-r,. Off. S?ATc. < C i 41 Zoo gift( M111 1 ' 1 i FEB-13-2007 01:29PM FROM -MANNING BUILDING SUPPLIES 4073670088 T-525 P•003 F-905 4W OIA0351.04 Page 3 of 4 Test Specimen DIcription: Drainage: Sloped sill Reinforcement: No reinforcement was utilized. i) Installation: The test buck :%vas fabricated from 2 x 8 #2 Spruce -Pine -Fir. The unit wassecuredutilizingthree1-5/8". drywall screws through the jamb track, 5" from sill, 1-3/4" below meeting,rail and 1" from head. The head utilized drywall screws 3-1/21' from jambsandmidspan. Exterior perimeter was sealed with silicone, Test Results: j i • The results are tabulated as follows: Paragraph ; Title of Test - Test Method Results AllowedI 2.2.1.6.1 Operating Force 23 lbsi 301bs max. 2.1.2 i Air Infiltration' per ASTM E 283 (See Note #1) @ 1.57 psf (25 mph) 0.10 CffiV#2 0.30 cfm/ft max. Note #1: The' tested specimen meets (or exceeds) the performance levels specified inAAMA/NWWDA 10111 S. 2-97jor air infiltration. 2.1.3 Water Resistance per ASTM E 547-96 with and without screen) " WTP = 2.86 psf See Note #2 No leakage Note #2: The client opted to start at a pressure higher than the minimum required. Thoseresultsarelistedunder "Optional Performance': 2.1.4.2 ,Uniform Load Structural per ASTM E 330-97 Measurements• were taken on the meeting rail) 22.5 psf (positive) 0.20" max. @ 22.5 psf (negative) See Note #2 0.20" max. 2.2.1.6.2 Deglazing Test per ASTM E 987 In operating direction at 70 lbs i ;Top rail 0.06"/12% 0.5011/.100% Bottom rail 0.06"/12% 0.5011/11000/0I 'IIn remaining direction at 50 lbs Left stile iRight stile 0.03 "/6% 0.50"/100% Tlr1V I• yAL TATr, of - LU14Vs C f--G,.. // /Psi,,,,-.,,, •C . .vCF'' •',--" ! / 4y Z o o z. sir a . A'•' . ` L FEB-13-2007 01:29PM FROM -MANNING BUILDING SUPPLIES 4073670088 Test Results: (Continued) Paragraph i 1 Title of Test - Test Method Resultsi 2.1.8 i Forced Entry Resistance per ASTM F 588-97 Type: A Grade: 10 Lock Manipulation Test No entryII Test AI tluu A5 No entry Test A7 No entry Lock Manipulation Test No entry Optional Perfo iance I 4.3 Nater Resistance per ASTM E 547-96 W(with and without screen) TP = 6.75 psf No leakage T-525 P-004/014 F-905 01-40351.04 Page 4 of4 Allowed No entry No entry No entry No entry No leakage 4.4.1 Uniform Load Deflection per ASTM E 330-97 easurements were taken on the meeting rail) F45.0 ads held fcr 52 seconds) 45.0 psf (ppsitive) 0.95* 0.29" ;max. psf ((negative) 0.79* 0.29";max. Exceeds L/175 for deflection, but meets all other test requirements 4.4.2 Uniform Load Structural per ASTM E 330-97 Measurements were taken on the meeting rail) oads held for 10 seconds) 67.5 psf (positive) 0.14" 0.20" max. 67.5 psf (negative) 0.16" 0.20" max. 4.4.2_ - - @ 70.8 psf (negative) 0.19" _......-- •- 0.20" max. Detailed drawings, 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 by using thedesignatedtestmethodsandtheyyindicatecompliancewiththeperformancerequirementsoftheabovereferencedspecification. This: r6port does not constitute certification of this product whichmayonlybegrantedbythecerdficauonprogramadministrator. For ARCHITECTURAL TESTING; INC: 1MarkA. Hess Al en N. Reeves P.E. •`` Technician : ' • Director — Engineering Se$164d-: • Z1iF1,'a • • F J MAH:baw S t b',p.wRj, Gov A) (i0. 1935' 01-40351.04 - i y • 'rr = it i FES-13-2007 01:20PM FROM -MANNING BUILDING SUPPLIES Test Specimen Wn iption: (Continued) We2therstrinninp- 4073670088 T-525 P.005/014 F-905 01-40351.04 Page 2 of 4 Description 1, QManti V Locations 0.330" high by 0.187" 1 Row Fixed meetingrail ibackedpolypileinterlock with center tfiri 0.170" high by 0. 187" 1 Row Fixed lite Stilesdbackedpolypileand r tl with center N 3/8" diametr r hollow 1 Row Bottom railbulbgasket; 1 0.310" high by 0.187" 1 Row Active sash stilesbackedpolypile with center fin 0.150" high by 0.187" 1 Row Active sash stiles wide polypile Frame Construction: All frame members were constructed of extruded aluminum withcoped, butted and sealed comers fastened with two screws each Fixed meeting rail wassecuredutilizingonescrewineachenddirectlythroughexteriorfaceintojamb. Siliconewasutilizedaroundexteriormeetingrail/jamb joinery. Sash Construction: All sash members were constructed of extruded aluminum with copedandbuttedcomersfastenedwithonescreweach. Screen Construction: The screen frame was constructed from roll formed aluminummemberswithplastickeyedcomers. The screening consisted of a fiberglass mesh and wassecuredwith_a flexible vinyl spline. Hardware: j 1 Description + Qun-tiv Location ii Plastic tilt latch 2 One each end of the interior meeting rail Metal sweep lock 2 13" from meeting rail ends' Balance assembly 2 One per jamb Screen tension's ripP g 2 One per end of screen sti1F`' " N -" G Tilt pin 2 One each end of bottoiii cR1%rift4 . AF . STA T S F rt0-IJ-ZUU( UI SUN FROM -MANNING BUILDING SUPPLIES 4073670088 T-525 P.006/014 F-905 DOCUMENT CONTROL ADDENDUM #t01-40351.00I Current Issue Date: 02/15/02I Report No.: 01-40 I51.01 Requested by: William Emley, MI Home Products, Inc. Purpose:.AAMA/NWWDA 101/I.S.2-97 testing of Series/Model 744 aluminum singlehungwindowwithflange. Issued Dated 12/28/01 Comments: Florida P.E. seal required on report. Certification copy to John Smith at Associated Laboratories, Inc. Report No.: 01-40351.02 Requested by: William Emley, MI Home Products, Inc, Purpose: Change of glass type. Issued Date::12/28/01 Comments:. iFlorida P.E. seal required on report. Certification copy to John Smith at Associated Laboratories. Report No.: 01-40351.03 Requested by: William Emley, MI Home Products, Inc. Purpose: AAMA/NWWDA 101/I.S.2-97 testing of Series/Model 740n44 aluminumsinglehungwindowwithnailfin. Issued Date: 02/15/02 Comments: Florida P.E. seal required on report. Certification copy to John Smith at Associated Laboratories, Inc. I Ik II • ss •-......•- y S- Fc$RvgiC 26o r z FEB-13-2007 01:30PM FROM -MANNING A Project Summary: 2 to witness performanc Home Products, Inc' successfully met the BUILDING SUPPLIES 4073670088 T-525 P•007/014 F-905 Architectural Testing AAMA/NW "A 101/I-S.2-97 TEST REPORT Rendered to: MI HOME PRODUCTS, INC. P.O. Box 370 Gratz, Pennsylvania 17030-0370 Report No: 01-40351.04 Test Date: 10/22/01 And: 10/23/01 Report Date: 02/14/02ExpirationDate: 10/23/05 rchitectural Testing, Inc. (All) was contracted by M1 Home Products, Inc, testing on a. Series/Model 740/744, aluminum single hung window at MIstestfacilityinElizabethville, Pennsylvania. The sample testedxformancerequirementsforanH-R45 53 x 73 rating. Test Specification.. ,The test specimen was evaluated in accordance with AAM&,NWWDA .4101/i.S.2-97, Voluntary Specifications for Aluminum, Vinyl (PVC) and Wood windo* and GlassDoors_ Test Specimen Description::'• Series/Model: 740/744 ' Type: Aluminum Single Hung Window With Flange Overall Size: 4' 4-7/8" wide by. 6.' 0-1/8" high wide by 2' 11-3/4" high Fixed Daylight Opening Size: 4' 1-1/8" wide by 2' 9" high Screen Size: 4' 1L7/8" wide by.'2' 11-5116" high :Y Finish: All aluminum was polished. d; Glazing Details: iThe active sash and fixed lite were glazed with one sheet of 1/8" thick ' clear, tempered glass. Each sash was channel glazed using a flexible vinyl.gasket. I •:till,. r'r, t OFF to ATE OF 130 Derry Court/[. 1 York, PA 17402-9405 F `•. G) • .• 1 phone: 717.764.7700 fax: 717.764.4129 / www_ testalf.com rr „u JVI fLICJ 4073670088 I , Test Results: k Optional Performance: (Continued) 1 RgAg h 1 Title of Test - ?Fast Method Results 4.4.2 ' Uniform Load Structural per AS -FM E 330-97Measurementsreportedweretakenonmullion) Lgads held for l0 seconds) @ 60.0 psf (positive) 0.08" @ '60.0 psf (negative) 0.1I T-525 P.008/014 F-905 01-40486.02 Page 3 of 3 Allowed 0.2 ill max. 0.21 " may Detailed drawings, representative samples of the test specimen, and a co of ' retained by ATI for a'!period of four years. The above results were secured bdesignatedtestmethodsantheyindicatedcompliancewith copy his report will be above referenced specification. This report does not constitute y using thetheperformancerequirementsofthewhichmayonlybegrantedbythecertificationprogramadlriinistrator.rtification of this product, For ARCHITECTURAUTESTING, INC.: I 001, Mark A. Hess 1% Technician Allen N. Reeves, P.E. Director - Engineering ServicesMAH:baw %S /-e,g,P`gRy ZbaZ01-40486.02 I I FEB-13-2007 01:30PM FROM -MANNING BUILDING SUPPLIES 4073670088 T-525 P-009/014 F-905 DOCUMENT CONTROL ADDENDUM #01-40486.00 ; Current Issue Date: 02/15/02 Report No.: 0140486.01 Requested by: I William Emley, MI Home Products, Inc. Purpose: A 1.01/I.S.2-97 testing of Series/Model 744 aluminum picture window With vertical mullion. Issued Date- 0,1/02/02 Comments: 'Florida P.E. seal required on report. Report No.: 01-40486.02 Requested by:"! William Emley, MI Home Products, Inc. Purpose: AAMA/NWWDA 101/I.S.2-97 testing of Series/Model 740/744, aluminum picture window with vertical .mullion, and installation fasteners through frame. Issued Date:'. 02/15/02 Comments: Fiorida P.E. seal required on all pages of report. Certification copy to JohnSmithatAssociatedLaboratories, Inc. II FEB-13-2007 01:30PM FROM -MANNING BUILDING SUPPLIES 4073670088 T-525 P-010/014 F-905 mannolm 13UILD1ns SUPPLIES l n C O r p c rA T Ei] Manning Building Supplics 3748 Bengert StreetOrlando, l L 32808 Phone: 407/822-3999 Fax: 407/822-8668 1 il: I MASONRY- CONSTRUCTIONCTION WINDOW DETAIL JAMB DETAIL , NOT TO SCALE 1 /y P6VC-7_poA no.J PJ K Cr>DC— ALUMINUM WINDOW 1/8 DRYWALL RETURN I: VI ul QUM rKvivgNII111NG OUILUING SUPPLIES 4073670088 T-525 P.011/014 F-905 s required at each installation anchor as shown, with Iona bearing shim. r rnust he of sufficient length Ito provide 1 1/4" min. embedment o_onry jr concr.te. p : ' I CDbetweenwindowflangeandbuck, full perimeter of window. t window size is not given, use anchor quantity for rger window in chart. I thickness will vory with window' size and design load, and must comly51'M E1300. designations on the tapcon location chart indicate where s are to be installed using thg, 'elevotion as a key. tory applied holes not designated Ifor tapcon• should be filled with errs of sufficient Ith. to provide 5/8' min. embedment into wood buck. TAPCON * .LOCATION 0J&RT E'er° CODE WINDOW ID FASTENER LOCATIONS Concrete or 1l000nry Openingil 512E SIZE ' DP36 TO OP52 DP52.1 TO OP70.8 enaion PENETRATIONn1Jt r12 13 18 1/8 x 25 18 1/8 x 37 3/8 A, C A C A. C C r ;cuik II 114 18 1/8 x 49 5/8 A C ti A, C B_ twccn . 15 18 1/8 x 52 A C A. B, C inCi Buek 16 18 1/8 x 71 1/4 A C A. E, C G Ili. 1/ 2 32 25 1/2 x 25 A C A, C 1/ 2 33 25 1/2 x 37 3/8 A C A. C 1/ 2 34 25 1/2 : 49 5/8 A C A S. C 1/ 2 35 25 1/2 x 62 A. B, C A. S. C 11' 1/2 36 25 1/2 x 71 1/4 A 8, C A. 8, C 11 I 22 36 x 25 A C A. C 4 c 23 36 x 37 a 4l2436x495/8 A,8CC A 8, C 24536x551/4 A. B, C A, 8, C x 9. A, a. C 26 3636 x71 1/4 A, C A. 8, C, D I32 3352 1/8 x 25 52 1/8 x 37 3/3 A C A C A C A. 8, C BUCK 4 34 52 1/8 x 49 5/8 A. B, C A S. C 1 345 52 1/8 x 55 1 /4 A. 8, C A. S. C, D I j I 35 52 1/8 x 62 A B. C A 8, C. D Topeon 36 52 1/8 x 71 1/4 A. 8, C, D A, 8, C, D. E on wood e..l By others Buck grid Opening' TYPE HARDENED MASONRY SCREWS ft I .; INCLUDE TAPCON, RAVA- de SlkPSON Oeaign Preasure values hated o6ove are N PSF A 0 $ E GT a r``;;" r0''.' IT'D sun I ISTALLATION INSTRUCTIONS w 1/15/02 il r J& FASTENER SCHEDULE C PNmlxD aces seen 74' 0,1/744'SINGLE HUNG "°=q' TION o2 1 ., INST740 - Mrs 1 6:60- 1 J- I. IJU I ui ;aurm tKUM-MANNINU BUILDING SUPPLIES 4073670088 0. p 16 obunU UUGAIIO13 JJAIDO As e IRS ;cn—g-ld 4' 4 rJ9410 ke lools i.j., CJ*410 48f711no3 -roj"Lqj2dcl; WS GUMJd j nbad so ruotD c n IJ Drj* PPOH P'OP-!M 2 j, P.D@-HAll, 1,! co Rnq PUD abucu U99^1104 OFIV GnqlO Ae 'Vno:) J*)3wlJ2d i 'fella C. GX4410 Aq None pc*M GJ2410 As j bjivado LUGSOVI pug f112n6 U39-jacl Nino:) ucodoj, bu!u*do A,wcaoM ic QjRJ3uO2 T-525 P.012/014 F-905 M, TM47a1 m IN00 o ou TTO ZT as snown,-ijt LL bcorinq shim. de 1, 1/4• mi9, embedment M _ r qucn!or r vlilqZ d design load, and must comly 1 2Q ll1li Hc 1ar1 i-Idicole mere nosakey. apron' shajid be lillcd with H An. ein'cdaent inlo wood burl rAPCGA1 * 1000M OW CON WID3W M rASIMR LD,au1Ar S!if .'7c7 OP36 70 0?57 A57.1 W CP739 11 16 1, •t. 75 A C l C 13 18 I/S . 37 3/3 A c A [ 1{ IE r l9J/d A,C AC 15 18:/8a0 AC A QC 16 10 119 . 71 1/4 A C 1/7 32 75 1/2 . 25 A. C A C o 1/2 33 25 1/7 r J) 3/8 A C A C m1/2 34 25 1/2 r 49 5/8 A C A B, C m 1p 35 25 1/7 a 57 A B, C A B, C o1/7 16 25 I/1 a 71 I/< A B, C A Q C om 77 16+73 A c AC m 3 353, 37 3/6 A C A B, c 24 361 49 S/d AB. c A B, C 245 36 a 55 1/4 A B, C A B, C 75 36yhi AB,C A.B.I 26 35 1 71 1/4 A, B, C 4 B, C. 0 32 5) 1/6 c 75 A C A C 13 57 1/8 r 37 k/B A C A B, C 34 52 1/6 • 49 5/8 A'Q C A B, C 345 52 1/8 a 55 1/4 A B, C A B. C. 0 1 35 52 1/6 r 62 A S. C AEI, C, 0 mN 36 52 1/6r71 1/4 AB,C,D kB.C,D,C m D.heus T 1,7i 'IANOY• T1Pl N4,lafllN2 vAYl4°1' SGfi1M 0 f M'0_rtr! 77W.1GV, RAM, a 99soNaO.AbW Did.. Now. ydurr add u6an au 6 Par p s Im w.rn aua o AT10N INSTRUCTIONS S.W. 1/15/02 `" ISTEI\4ER SCHEDULE `® 1.r , r.,/ r 4 SINGLE HUNG I4,r' Q INST740 — EXIERIUR ELEVA71G14 r''"'.;".—a•.--R--r,— n--- ,'`F`*t.l' r 71-- '. wtSS-t r .••.•.r--.•,. e'': r Pr.nala :".z.------ -sg•. r'h'h `r_ .•t-.^,^,r--•-T a.L;._.._......+5 .4. .. ri...... ...........`._. ...... .i" .i. a... _ ... ..- .... ......... ..... 1,.. ... __... ..F.:F•• .,. ... . i..._l4 `_ _ lr`, ".' _.......__.. .:IM ...1'9L.. . ::ham llosanry Opening 14equ-.,ed fir Sill 1. Shim as required at each installation anchor as shown, with load bearing shim. 2_ Agchor must be of sufficient length to provide 1 1/4" min. embedment into masonry or concrete. ; 3. Caulk between window flange and buck. 4. Caulk full perimeter of window. 5. If•exact window size is not given, use anchor quantity for nest larger window in chart. 6. Ciass thickness will vary with window size and design :cod, and must comfy with ASTM E1300. Lt)JL lil r;lll[ylllill. 7. I_t:tter designations on the tapcon location chart 'indicate where anchors are to be installed using the elevation as o key. 8. All factory applied holes not designated for tapcon' should be filled with 15 screvis of sufficient Ith. to provide 5/8" min. embedment into wood buck. TAKoN * LoCA110N MAU CCOE VNOOW to FASTENER LOCAnoNs Canerete or Llasonry Opening SIZE SIZE OP36 10 OP52 OP52.1 M OP70,8 outsiec Dimenwon tV MIN. 12 18 1/8 x 25 A, C A, CrPENE'MATION 13 18 1/8 x 37 3/8 A. C A, C Pirimeler ;oulk II 14 18 1/8 x 49 5/8 A, C A. C Caul8-.1-preen1518 1/8 x 62 A. C A. 8. C rccge and Buds 16 18 1/8 x 71 1/4 A. C A, 8, C I/ 2 32 25 1/2 x 25 A. C A. C 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 A. 8, C 1/ 2 35 25 1/2 x 62 A B. C A, B. C o e 1/2 36 25 1/2 x 71 1/4 A, 8, C A, 6, C J e 22 36x25 A,C A,C JambG .123 36 x 37 3/8 A. C Il 8, C C 24 36 x 49 5/8 A. 9, C A. 8, C dE 245 35 x 55 1/4 A. B, C A, 8, C o a e' ° 25 36 x 62 A. 8, C A. B. C a ( 26 36 x 71 1/4 A. B. C A, B. C. 0 11 c 32 52 I/8 x 25 C q,- r. t }' Sh}?d - 33 52 1/8 x 37 3/9 A, C A, 8, C BUCK d ° 34 52 1 /8 x 49 5/8 A. B. C A, 8, C 345 52 1/8 x 55 1/4 A. B. C A 8, C, 0 35 52 t /8 x 62 A. B. C A, B, C, 0 Tapcon 36-- _52 1/8.x_7_I_I/_4- A. B, C,-0 h 8, C, 0,_E- Inside. Oircens)en _ --- —T_ woad Buck- Ry- Olhers FlangeTypeWridow 8rame.S01 Coutk Between - Budc and Opening * 'TAPCGN' TYPE HARDENED MASONRY SCREWS INCUIOE TAPCON, RAM- d SiYPSON p Ol• ` 00QNTRAL a.ADesign Pressure values haled above are In PSF Tapean Sloct By Others a p a ' Cautk Belr+ een Flange and Pre -Cast SRI A E e C lu ck en ing th ers ANA 8C HAWE a - rr s t,tc :•c T- INSTALLATION INSTRUCTIONS Duw at S.W. UV-- 1/ 15/ 02 omsoe Ulm FASTENER SCHEDULE NONE 1 o. 1 I 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 CD- Concrete or Masonry opening Tapcon into masonry or concrete. 0 3. Caulk between window flange and buck. v 4. Caulk full perimeter of window. 5. If -exact window size is not given, use anchor quantity for v a p a Q Caulk Between Bud and Masonry opening nett larger window in chart. ' ood, comfyoByOlhen6. Class thickness will vary with window size and design and rnusl o o- oz ° ZF Woo&Ruc5t by others 7. with ASiill E1300.. Letter designations on the tapcon location chart indicate -where anchors are to be installed using the elevotian as o key. z-_ a ___-; •-°-._,: '. --: 8=All: -factt)ry-_applied:-holes_ not -_ designated '_for: kapcgn• should be'filfed-_vnth_ _ -- -- — - - - - th__ao. min._embedmeilt in wood -- - N—_,.._.._.__,.__a__ yE_-sccerrs a.f. u(fcient;l provide 5/8 L -..-- - - -= CKW Pviihatef Cculk; 8 Othar3 -- _ Y- -: _ 11sa between flange and buck Y U CCOE tD - Ylr1lGOYf' t . FAsuEit COGinaNs.. 0 ti Concrete or Masonry Cpening SIZE SIZE OP36 1`0 OP52 0P52.1 M OP70.8 r03 117 MIN. 12 18 1/8 x 25 A. C A. C Head aot3'da 01TG""°" rPENETRATION 13' 18 1/8 x 37 3/8 A, C A. C Pirimeter soulk II 14 18 1./8 x 49 5/9 A C A, C Cau!k Balvem is 18 1/8 x 62 A, C' A. 8, C VIF'acgc and Buck 16 18 1/8 x 71 1/4 A C A, 8, C I a e. d I/2 32 25 1/2 x ZS A. C. A. C 1/2 33 25 1/2 x.37 3/8 a C A. C FTonge Type 1/2 34 25 1/2 x 49 5/8A, C A. 8. C Window Head t/2 35 25 1/2 x 62 A, 8, C A. 8, C c 1/2 36 25 1/2 x 71 1/4 A, 8, C A. 8, C A A , 22 36x25 A,C A, C o Jamb v 23 36 x 37 3/8 A, C a 8, C 24 36x495/8 A,B,c A.8,C U 4 245 35 x 55. 1/4 A,. B, C A, a, C o I a a ' ° 25 36 x 62 A. 9, C A, B. C 0 12? t J 26 36 x 71 1/4 A. B. C A, B. C. 0 eares'" Requ:ed J ( " o J2 52 1/8 x 25 t I' A, C. i1 f• ' 33 52 1/8 x 37 3/8 A C A, 8, C SHIM BUCK d ° a 34 52 1/8 x 49 5/8 A. B. C A, 8, C 345 52 1/8 x 55 I 35 52 1/8 x 62 /4 A 8, C A 8. C. 0 Tapcon 36 52 1/8 x 71 1/4 A. 8, C. 0 A, 8, G 0. E tnxidc, 0irrenslcn wood 8uek By Others FlangeType:. - -- - - - - TYPE HARDENED SCREWS - 8uan __.._ - - - e!s d opening. --- -- - TAPCaN I . ' INC:UJOE. TAPCCN' RARI, dr S7Y7'S Perimeter Caulk D o.'41 . S11, % Oesl3n Pressure value-2 listed above are In PSF By others Slott By Others A Pre - Cast S111 / By Others J ° Caulk Belween'nongs and Pea -Caen SBI C 20 JL w, A E ray ; . i 51l,f( :.r c 6• C ciTF R puw 7i: W 1Q INSTALLATION INSTRUCTIONS S•W. 1/15/02 FASTENER SCHEDULE amaa wen Mae a nrmucn m, H°" E 740/ 744 SINGLE HUNG- arc «v I N S T7 40 -__ . Bt-D 6.2 lu>nunaanaanaaaaanaannmealnanelnlml 4, oT 7 MMIT NI MBER Parcel Identification Number D6-a0-:g/-4Mq /300-00:20 Prepared by. TbHIV K4,Rz o n/ Re to: 5,?20 D oN /YlyR S7, PQPKi9 r4..72703 NOTICE OF COMMENCEMENT State of County of S'A/'m 1 l/ 0 /--o'5 paYIYUE NUM, CLEW OF CIRLIJ17 COURT SkNINULE L UKrY SK 0W..79 Vq VA61 0130 CLERK'S a 20060930°.7 RkCURDED 06/08/2006 10126121 AN Rti=INO FEES 10.00 REtUFM BY L McKinley The undersigned hereby gives notice that Improvement(s) will be made to certain real property, and in accordance withChapter713, Florida Statutes, the following Information Is provided In this Notice of Commencement. 1. Description of grope (legal d crlption oithe pro erty, and street adqress If available) WYcLY 9// S i Fa/D,C, NoR7W70/=T, of T/SLk/7, 2. General description cro Improvement() 2 l/N/T C OEO D0 az! r-;, 97,.) 3. Owner Information 0 9 % Name/ hEt7aM-i/EC/9i/iOLPIi I L(GTelephone Number 7 1 /- .2 7i - Address / s- V/eraR/,y DR f/Ll.r . Fax Number 4107- gg3 `j0'3 D E Li9ND, f , 3 7? i/ Interest In Prop rty: 0 u/ ER 4. Fee simple Title Holder (If other than owner shown above) Name Telephone Number — Address Fax Number -- 5. Contractor Name 6RE;6A11VJ C/1 CW 477,, LC_C , Telephone Number rf 07-'Y26-2s'---Zr Address ? 5[0 u lR/0 6ReA Z,5 !/l/E. Fax Number If 67- (A26 o/ 4v9.vDo,/, 3;Z80 e. surety (If any) -- Name — Address — Telephone Number — Fax Number -- Amount of bondS — 7. Lender (if arrA Telephone Number 00 NameBB -PT {D7—Sb3— 7 Addnm; 25]r oR/9/v6 /S vEGa771i exNumber yo7_y/- 03a y rv/ 7;F /000 0,4!9 AIa / Art, a. Persons within the state of Florida designated by Owner upon whom notices or other documents may be senied as provided by 713,13(1)(&)7, Florida Statures. Name Telephone Number Address — Fax Number — 9. 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 CRe4r,t/W/C/j/COAJJ7-, LLC Telephone Number Addres3. 2YoV R/0 GR,60VDC 411am- Fax Number yl07iff1!o?s9 0/ QC.9ND01 Ft 10. Expiration date of notice of commencement (the expiration date Is o year from the of recording unless different date Is specified): Date Signed Signature of Owner (Kota per 713.13(1)(g), 'owner must sign... and no one also may bepermitted to sign in his or her steed.' Sworn to ar subscribed before me this 7_ day of .20 0(,_ by who is -_4 personally known to me produced 1""".. as identification. 00 r, tY. - i \. ` : 1 ? KEILY M YAM E q MYCo4M1WON• DD134114 Sig ' , _ ex"Reel re72&= GEW Ititu L;UFI MARYANNE MORSE ` CLERK OF CIRCUIT COURT Book6279/PageW CFN#2006093057 SEMINXpOET OUNTY, FLORIDA CLE MAR 19 2007 0 4 --moo- /--sz 7 -- 0 0 0 0- 0070 25' Q Lu GPI ZI a f 25' Not valid without the signature and the original raised seal of a Florida licensed surveyor and mapper. Addltlons and dotal No survey maps, s 'etches or reports by oth the signing partyor parties i59 jtohlb t Input written consentofthe-slyiln0 par v artles. Michael If., SolltrL pSM •4736FortheFirmofAltamonte -Surveying and Platting, Inc. -L86300 MUMMMUT Phone 0 0 n m 0 LON OCD Boundary Survey Of Lot 7 PRINCETON PLACE Plat Book 71, Page 46, Seminole County, Florida W YL L Y AVENUE Edge of pavement S89' 29' 46' E 104. 89' Lot 7 Vacant 7.5' Drainage Easement N89' 29' 46' W 104. 92' Lot 8 Lot 6 Lot 5 Legend Recovered 4'x4' Concrete Monument L66300 Set 4'x4' Concrete Monument @LB6300 This Survey Certified To: c = Recovered Nail fi Disk as shown JKK Land Holdings, LLCX - Recovered X Cut in concrete o - Recovered i/2' Iron Rod LB6300 Set 1/2' Iron Rod @LB6300 0- = Light Pole as shown 6'Wood Fence —x—-4'Chain link fence 0 — 1 — =Fence as shown d-Central Angle L-Arc R-Radius R/W Right of WayConcreteSlabA/C -Air Conditioner (R)-Radial (NR)-Non-Radial Bearings are based on theP)-Plat (M)-Measured (0-Calculated (D)=Deed centerline of Princeton PlacePOO-Point of Beginning POC-Point of Commencement as being N00'23'28'E, per platSCALE: 1'= 30' POL-Point On Line REVIEWED BY: MWS This Survey Is certified to and prepared for the Legal Description furnished bysoleandexclusivebenefitoftheentitiesand/ client (unless otherwise noted) DRAWN BY: SAW or Individuals listed and shall not be relied on by any other entity or individual whomsoever. This Is to certify that I have reviewed the FloodDATE: November 11, 2006 Underground foundations and/or Improvements were Insurance Rating Map (FIRM), JOB No.:20871-7 not located as a part of this survey. PanaI Number 120294 0045 E. Dated 4/17/95 and determined Lands shown hereon were not abstracted for rights that the lands shown hereonUpdate:2-05-07 of ways and/or easements of public records. Iles In Flood Zone 'X'. SS®LUmd[ET0HE pm® [P[LMU 0Mz 0HE. 435 Douglas Avenue, Suite 1505 F Altamonte Springs, Florida 32714 Far real ARP -A= 1. FORM 60OA-2004R EnergyGauge® 4.5 FLORIDA ENERGYJWfid"CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 2007-66 Builder. Greenwich Constructiol Address: Lot 7 Poinsetta Permitting Office: Sanford City, State: SAnford, FI Permit Number. 07- 1.655 CO Owner. Melton Development Jurisdiction Number. p q 1506ClimateZone: Central 1. New construction or existing New _ 2. Single family or multi -family Single family - 3. Number ofunits, ifmulti -family I _ 4. Number ofBedrooms 3 _ 5. Is this a worst case? Yes _ 6. Conditioned floor area (ft) 1408 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=0.7) 53.0 fF - b. SHGC: or Clear or Tint DEFAULT) 7b. (Clear) 171.0 ft' - 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 165.6(p) ft - b. N/A c. N/A 9. Wall types a. Concrete, Ext Insul, Exterior R=4.0, 839.8 ft' - b. Frame, Wood, Adjacent R=11.0, 174.0 ft-- c. Frame, Wood, Exterior R=11.0, 87.0 ft d. N/A e. N/A 10. Ceiling types a. Under Attic R=30.0, 1408.0 fl' b. N/A c. N/A 11. Ducts a. Sup: Unc. Rcr Unc. AH: Garage Sup. R=6.0, 175.0 ft b. N/A 12. Cooling systems a. Central Unit b. N/A c. N/A Cap: 24.0 kBtu/hr - SEER 13.00 1.3. Heating systems a. Electric Heat Pump Cap: 24.0 kBtu/hr b. N/A - PLANS REVIEWEtyF:7.70 c. N/A CITY OF SANFORD - 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: 0.12 Total as -built points: 18208 PASSTotalbasepoints: 18598 I hereby certify that the plans s Sa ns co red by this calculation are in complia rg e. PREPAR ©BY: DATE: O I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT: 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: 1 Predominant glass type. For actual glass type and areas, see Summer & Winter Glass output on pages 2&4. EnergyGaugeO (Version: FLRCSB v4.5) Cap: 50.0 gallons - EF: 0.90 PT, - LLC FORM 60OA-2004R EnergyGauge® 4.5 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 2007-66 Builder. Greenwich Constructioi Address: Lot 7 Poinsetta Permitting Office: Sanford City, State: SAnford, FI Permit Number. Owner. Melton Development Jurisdiction Number. Climate Zone: Central 1. New construction or existing New _ 2. Single family or multi -family Single family _ 3. Number ofunits, if multi -family 1 _ 4. Number of Bedrooms 3 _ 5. Is this a worst case? Yes _ 6. Conditioned floor area (W) 1408 ft 7. Glass type and area: (Label regd. by 13-104.4.5 ifnot default) a. U-factor. Description Area or Single or Double DEFAULT) 7a.(Sngle, U=0.7) 53.0 ft' _ b. SHGC: or Clear or Tint DEFAULT) 7b. Clear) 171.0 ft' _ 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 165.6(p) ft _ b. N/A c. N/A 9. Wall types a. Concrete, Ext Insul, Exterior R=4.0, 839.8 ft' _ b. Frame, Wood, Adjacent R=11.0, 174.0 fl ' _ C. Frame, Wood, Exterior R=I1.0, 87.0 ft' _ d. N/A e. N/A 10. Ceiling types a. Under Attic R=30.0, 1408.0 ft' b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH: Garage Sup. R=6.0, 175.0 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, NE-C-Multizone cooling, NE-H-Multizone heating) Glass/Floor Area: 0.12 Total as -built points: 18208 PASSTotalbasepoints: 18598 I hereby certify that the plan and ecifi tii ered by this calculation are in complia r a ergy Code. PREPARED Y DATE: 1 hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNER/AGENT: 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: 1 Predominant glass type. For actual glass type and areas, see Summer 8 Winter Glass output on pages 2&4. EnergyGauge® (Version: FLRCSB v4.5) Cap: 24.0 kBtu/hr _ SEER: 13.00 Cap: 24.0 kBtu/hr _ HSPF: 7.70 Cap: 50.0 gallons _ EF: 0.90 PT _ LLC FORM 60OA-2004R EnergyGauge® 4.5 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot 7 Poinsetta, SAnford, FI, PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Omt Len Hgt Area X SPM X SOF = Points 18 1408.0 24.35 6171.0 1.Single,U=0.70,Clear E 1.5 6.0 30.0 64.86 0.92 1783.0 2.Single,U=0.70,Clear E 1.5 5.0 8.0 64.86 0.88 456.0 3.Single, U=0.70; Clear E 4.0 6.0 15.0 64.86 0.64 624.0 4.Single,U=0.70,Clear S 1.5 8.0 24.0 49.25 0.93 1094.0 5.Single,U=0.70,Clear S 10.0 3.5 6.0 49.25 0.48 140.0 6.Single,U=0.70,Clear W 1.5 6.0 35.0 58.68 0.92 1879.0 7.Single,U=0.70,Clear N 8.6 7.1 53.0 31.54 0.69 1159.0 As -Built Total: 171.0 7135.0 WALL TYPES Area X BSPM Points Type R-Value Area X SPM = Points Adjacent 174.0 0.70 121.8 1. Concrete, Ext Insul, Exterior 4.0 839.8 0.50 419.9 Exterior 926.8 1.90 1760.9 2. Frame, Wood, Adjacent 11.0 174.0 0.70 121.8 3. Frame, Wood, Exterior 11.0 87.0 1.90 165.3 Base Total: 1100.8 1882.7 As -Built Total: 1100.8 707.0 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 18.0 1.60 28.8 1.Exterior Wood 20.0 7.20 144.0 Exterior 35.0 4.80 168.0 2.Exterior Wood 15.0 7:20 108.0 3-Adjacent Wood 18.0 2.40 43.2 Base Total: 53.0 196.8 As -Built Total: 63.0 295.2 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Attic 1408.0 2.13 2999.0 1. Under Attic 30.0 1408.0 2.13 X 1.00 2999.0 Base Total: 1408.0 2999.0 As -Built Total: 1408.0 2999.0 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM = Points Slab 165.6(p) 31.8 5266.1 1. Slab -On -Grade Edge Insulation 0.0 165.6(p 31.90 5282.6 Raised 0.0 0.00 0.0 Base Total: 5266.1 As-BuiR Total: 165.6 5282.6 INFILTRATION Area X BSPM Points Area X SPM = Points 1408.0 14.31 20148.5 1408.0 14.31 20148.5 EnergyGauge® DCA Form 60OA-2004R EnergyGauge4D/FlaRES'2004 FLRCSB v4.5 FORM 60OA-2004R EnergyGauge® 4.5 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot 7 Poinsetta, SAnford, FI, PERMIT #: BASE AS -BUILT Summer Base Points: 26132.0 Summer As -Built Points: 26002.1 Total Summer X System Cooling Total X Cap X Duct X System X Credit Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points System - Points) DM x DSM x AHU) sys 1: Central UnR 24000btuh ,SEER/EFF(13.0) Ducts:Unc (s),Unc(R),Gar(AH),R0.0(INS) 26002 1.00 1.09 x 1.150 x 1.00) 0.260 0.950 8028.5 26132.0 0.3250 8492.9 26002.1 1.00 1.250 0.260 0.950 8028.5 EnergyGaugeTM 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 ADDRESS: Lot 7 Poinsetta, SAnford, FI, PERMIT #: BASE AS -BUILT GLASS TYPES 18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Omt Len Hgt Area X WPM X WOF = Point 18 1408.0 9.11 2309.0 1.Single,U=0.70,Clear E 1.5 6.0 30.0 6.34 1.02 193.0 2.Single,U=0.70,Clear E 1.5 5.0 8.0 6.34 1.03 51.0 3.Single,U=0.70,Clear E 4.0 6.0 15.0 6.34 1.10 104.0 4.Single,U=0.70,Clear S 1.5 8.0 24.0 4.03 1.02 98.0 5.Single,U=0.70,Clear S 10.0 3.5 6.0 4.03 2.29 55.0 6.Single,U=0.70,Clear W 1.5 6.0 35.0 7.13 1.01 252.0 7.Single,U=0.70,Clear N 8.6 7.1 53.0 8.72 0.99 456.0 As -Built Total: 171.0 1209.0 WALL TYPES Area X BWPM Points Type R-Value Area X WPM = Points Adjacent 174.0 1.80 313.2 1. Concrete, Ext Insul, Exterior 4.0 839.8 2.40 2015.5 Exterior 926.8 2.00 1853.6 2. Frame, Wood, Adjacent 11.0 174.0 1.80 313.2 3. Frame, Wood, Exterior 11.0 87.0 2.00 174.0 Base Total: 1100.8 2166.8 As -Built Total: 1100.8 2502.7 DOOR TYPES Area X BWPM Points Type Area X WPM = Points Adjacent 18.0 4.00 72.0 1.Exterior Wood 20.0 7.60 152.0 Exterior 35.0 5.10 178.5 2.Exterior Wood 15.0 7.60 114.0 3.Adjacent Wood 18.0 5.90 106.2 Base Total: 63.0 250.5 As -Built Total: 53.0 372.2 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points Under Attic 1408.0 0.64 901.1 1. Under Attic 30.0 1408.0 0.64 X 1.00 901.1 Base Total: 1408.0 901.1 As-Bullt Total: 1408.0 901.1 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM = Points Slab 165.6(p) 1.9 314.6 1. Slab -On -Grade Edge Insulation 0.0 165.6(p 2.50 414.0 Raised 0.0 0.00 0.0 Base Total: 314.6 As -Built Total: 165.6 414.0 INFILTRATION Area X BWPM Points Area X WPM = Points 1408.0 0.28 394.2 1408.0 -0.28 394.2 EnergyGauge® DCA Form 60OA-2004R EnergyGaugeO/FlaRES'2004 FLRCSB v4.5 FORM 60OA-2004R EnergyGauge® 4.5 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot 7 Poinsetta, SAnford, FI, PERMIT #: BASE AS -BUILT Winter Base Points: 4918.5 Winter As -Built Points: 5004.8 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 24000 btuh ,EFF(7.7) Ducts:Unc(S),Unc(R),Gar(AH),R6.0 5004.8 1.000 1.078 x 1.160 x 1.00) 0.443 0.950 2635.3 4918.5 0.5540 2724.9 5004.8 1.00 1.250 0.443 0.950 2635.3 EnergyGaugeTM DCA Form 60OA-2004R EnergyGauge®/FlaRES'2004 FLRCSB v4.5 FORM 60OA-2004R EnergyGauge® 4.5 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS: Lot 7 Poinsetta, SAnford, FI, PERMIT #: BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2460.00 7380.0 50.0 0.90 3 1.00 2514.67 1.00 75".0 As -Built Total: 7544.0 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Hot Water = Total Points Points Points Points Cooling + Heating + Hot Water = Total Points Points Points Points 8493 2725 7380 18598 8028 2635 7544 18208 PASS EnergyGaugeTM DCA Form 60OA-2004R EnergyGauge®/FlaRES'2004 FLRCSB v4.5 FORM 60OA-2004R Ene'rgyGauge® 4.5 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: Lot 7 Poinsetta, SAnford, FI, PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 MarAmum:.3 cfrn/sq.ft window area; .5 cfm/s .fL 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 top plate. Floors 606.1.ABC.1.2.2 Penetrations/openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration banter 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 penetratioLns and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or norHC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with 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 dearly marked dre breaker electric or cutoff as must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All duds, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Duds in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readi 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 EnergyGaugeO/FlaRES'2004 FLRCSB v4.5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 86.2 The higher the score, the more efficient the home. Melton Development, Lot 7 Poinsetta, SAnford, FI, 1. New construction or existing New _ 2. Single family or multi -family Single family _ 3. Number of units, ifmulti -family 1 _ 4. Number of Bedrooms 3 _ 5. Is this aworst case? Yes _ 6. Conditioned floor area (ft) 1408 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=0.7) 53.0 ft' _ b. SHGC: or Clear or Tint DEFAULT) 7b. Clear) 171.0 W _ 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 165.6(p) ft _ b. N/A c. N/A 9. Wall types a. Concrete, Ext Insul, Exterior R=4.0, 839.8 ft' _ b. Frame, Wood, Adjacent R=11.0, 174.0 ft- _ c. Frame, Wood, Exterior R=11.0, 87.0 ft' _ d. N/A e. N/A 10.. Ceiling types a. Under Attic R=30.0, 1408.0 ft' _ b. N/A c. N/A 11. Ducts a. Sup: Unc. Rct: Unc. AH: Garage Sup. R=6.0, 175.0 ft _ b. N/A 12. Cooling systems a. Central Unit b. N/A c. N/A 13. Heating systems a. Electric Heat Pump b. N/A c. N/A 14. Hot water systems a. Electric Resistance b. N/A c. Conservation credits HR-Heat recovery, Solar DHP-Dedicated heat pump) 15. HVAC credits CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving .features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: Address ofNew Home: City/FL Zip: Cap: 24.0 kBtu/hr _ SEER: 13.00 Cap: 24.0 kBtu/hr _ HSPF: 7.70 Cap: 50.0 gallons _ EF: 0.90 PT, NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. Ifyour score is 80 or greater (or 86for a US EPADOE EnergyStar"4designation), your home may qualms for energy efficiency mortgage (EEM incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www.fsec. ucfedufor information and a list ofcertified Raters. For information about Florida's Energy Efficiencyficiency Code For Building Construction, contact the Department ofCommunity Affairs at 8501487-1824. I Predominant glass type. For actual glass type and are$see Sumerg Winter Glass ouuJaafes 28 nerGaue®ersion•tpRCv4.5) Orlando, FI Protect Summary Job: 3-6-206j • 7 Date: 3-6-2007 Entire House OFFICE By: R W Kicklighter Greenwich Construction LLC For: Melton Development Notes: Lot 7 Poinsetta PLANS REVIEWED Sanford FI CITY OF SANFORD 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 Moisture difference 49 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 15217 Btuh Structure 15060 Btuh Ducts 370 Stuh Ducts 573 Btuh Central vent (25 cfm) 833 Btuh Central vent (25 cfm) 583 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 16420 Btuh Use manufacturer's data n Rate/swing multiplier 1.01 Infiltration Equipment sensible load 16378 Btuh Method Simplified Latent Cooling Equipment Load SizingConstructionqualityAverage Fireplaces 0 Structure 1606 Btuh Ducts 158 Btuh Heating Cooling Central vent (25 cfm) 838 Btuh Area (ft') 1408 1408 Equipment latent load 2601 Btuh Volume (ft-1) 12672 12672 Air changes/hour 0.45 0.23 Equipment total load 18980 Btuh Equiv. AVF (cfm) 95 49 Req. total capacity at 0.70 SHR 1.9 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 698 cfm Actual air flow 698 cfm Air flow factor 0.045 cfm/Btuh Air flow factor 0.045 cfm/Btuh Static pressure 0.00 in H2O Static pressure 0.00 in H2O Space thermostat Load sensible heat ratio 0.86 8olioWtalic values have been manually overridden Printout certified by ACCA to meet all requirements of Manua! J 8tth Ed. W rvg htsOft Rtght-Suite Residential 6.0.BB RSR250H2 2007-May-t1s 11:16:10 F:\Program Fi.Mrightsoft HVAC\2007-66.np Calc = MJ8 Orientadon = N Page i Right-J Worksheet Entire House Greenwich Construction LLC Orlando. FI Job: 2007-66 Date: 3-6-2007 By: R W Kicklighter 1 Room name Entire House Whole House 2 Exposed wall 141.6 ft 141.6 ft 3 Ceiling height 0.0 ft d 8.0 It heat/cool 4 Room dimensions 0.0 x 0.0 It 5 Room area 0.0 ft' 0.0 ft' Ty Construction U-value Or HTM Area M) Load Area (ft) Load number Btuh/ft'--'F) Btuh/ft-) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 13A4ocs 0.143 n 4.29 3.29 368 330 1416 1085 368 330 1416 1085 1A-clom 1.270 n 38.10 36.74 30 0 1143 1102 30 0 1143 1102 tAclom 1.270 n 38.10 36.74 8 0 305 294 8 0 305 294 1 12B-0sw 0.097 n 2.91 3.08 32 17 49 52 32 17 49 52 11 1A-clom 1.270 n 38.10 38.74 15 0 571 551 15 0 571 551G 12B-0sw 0.097 a 2.91 3.08 120 70 204 216 120 70 204 216 IA -clam 1.270 a 38.10 79.76 24 0 914 1914 24 0 914 1914 1 B-clfm 1.130 a 33.90 98.66 6 6 203 240 6 6 203 240 11DO 0.390 a 11.70 13.34 20 20 234 267 20 20 234 267 WI-; 13A4ocs 0.143 s 4.29 3.29 325 290 1243 953 325 290 1243 953 to-clom 1.270 s 38.10 40.16 35 35 1333 1286 35 35 1333 1286 13A-40cs 0.143 w 4.29 3.29 288 220 944 724 288 220 944 724 TJD 1A-clofd 0.810 w 24.30 52.31 53 53 1288 1357 53 53 1288 1357 11DO 0.390 w 11.70 13.34 15 15 175 200 15 15 175 200 P L D 12B-0sw 1100 0.097 0.390 n 2.91 11.70 2.08 13.34 192 18 174 18 506 211 361 240 192 18 174 18 506 211 361 240 C 16B-30ad 0.032 0.96 1.85 1408 1403 1352 2600 1408 1408 1352 2600 F 22A-tph 1.358 40.74 0.00 142 0 0 0 142 0 0 0 6 c) AED excursion 499 499 Envelope loss/gain 12093 13942 12093 13942 12 a) Infiltration 3124 1118 3124 ilia b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances ® 1200 0 0 0 0 Subtotal (lines 6 to 13) 15217 15060 15217 15060 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 15217 15060 15217 15060 15 Duct loads 12% 4%1 370 573 2% 4% 370 573 Total room load 15587 15633 15587 15633 Air required (cfm) 698 698 698 698 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. Wrt i 7tSO1'C Rigln-Suite Residential 6.0.BB RSR2W92 2007-May-03 11:16:10 F:1Progrem Fiies\Mgntsoft HVAC120u7-66.rtp Caic - MJb Orientation - N Page 1 4 1 No. D. p LOT 7 i ELECTRICAL LEGEND I wcmu. O newn+uu Qcftf=vum ti wzaw+mauAyr ll ! =0' I Y omasma•p S s y9aa Mr sae HD 11p11 fly HE C= BeII'aPatl PLANS REVIEWED LCITY ®F SAN ®RD i.fa0eita r +,ar+aarara• aa.4 aca.orev oamr ® hr,rlfmlLCr a /.rm/,,[rr IOI1n}.1MAItR® 4 1l'a! CLCl111f,WlL • ^+CIYU Cas/r11 Ar tl' n1m.QW{na»OORG 'T spv 9 iw.rctr. m av CC arr "r a rO'r rmwm.oa• ® baamc 1 r G PalGnr. go . arne,.<n la w.em.nrvi.a. rr.rw.,a.yn - Ama an.ry _ * arttYaqTRr0ae,.ray. re.om r.c.rcrw n n n I4slcld r0 rs.rrpp 4 w.r ' ar• 4 NOIL- 0 bW.b l hYDw7Jrmaaaa6arm ELECTRICAL RISER era. O vsvm iaw.u.aa.aw w°'v 2 maaos.a omrnaamappata C uwa em+roanwaCa cane aAm nc'wru.rw.r n4.asw.a an Ilk.0 e.MCSO!!ta9wain<rbaw aa,Am<w4a a..r mra.v.wma<rrvuavwrWwr Osv atR a6taMCnplmOet.-m ace aacueramarenr.uwraom 4samaweanalaa r, B iRlCAL PLAN U l/8' • I -O' %. RL96t tS:iRICAL LFiG6 lD i c3 c u c cc f h U cU Z' F ul 0 a. O u w. c W u o U, aaoec uj ELECTRICAL c A104 c kale 1/8" = 1'-0" ENGINEER AYNE P. BLOCK P.E. L. LICENSE # 52583 548 B SOUTH HIGHWAY V dINNEOLA, FL 34715 ions 17 r.,4i.)Z Pu COUNTY OF SEMINOLE IMPACT FEE STATEMENT ISSUED BY CITY OF SANFORD STATEMENT NUMBER 107-75008 DATE: 167 BUILDING PERMIT NUMBER: (CITY) COUNTY NUMBER: UNIT ADDRESS: TRAFFIC ZONE: JURISDICTIO 06 CITY OF SANFORD SEC: TWP: o?O .S RNG: 3 i-'— PARCEL:06 y_? _sZ%DOoo- Op%o SUBDIVISION: PR/n)(=,65 1U RACT PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: n ADDRESS : 45/S APPLICANT NAME: ADDRESS: 2 LAND USE CATEGORY: 001 - TYPE USE: Residential WORK DESCRIPTION: Single Single Family Detached House Family House: Detached - Construction FEE BENEFIT RATE FEE UNIT RATE PER # & TYPE TOTAL DUE TYPE DIST SCHEDULE DESC. UNIT OF UNITS ROADS ARTERIALS CO -WIDE 0 dwl unit $ 705.00 ROADS COLLECTORS NORTH 0 dwl unit S 000.00 LIBRARY CO -WIDE 0 dwl unit S 54.00 SCHOOLS CO -WIDE 0 dwl unit $1,384.00 AMOUNT D STATEMENT , — RECEIVED BY: _/ A/ /S_4 2-0/i) SIGNAT PLEASE PRINT NAME) 1 5 705.00 1 $ 000.00 1 $ 54.00 1 $ 1,384.00 NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. **** DISTRIBUTION: 1-COUNTY 3-CITY 2-APPLICANT 4-COUNTY NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES WHICH ARE DUE AND PAYABLE PRIOR TO ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATIONS OF THE ROAD, LIBRARY SYSTEM AND/OR EDUCATIONAL (SCHOOL) IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF THE RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD, FLORIDA 32771; (407) 665-7474. PAYMENT SHOULD BE MADE TO: CITY OF SANFORD BUILDING DEPARTMENT 300 NORTH PARK AVENUE SANFORD. FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE STATEMENT NUMBER AND CITY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THE NOTICE. THIS STATEMENT IS VALID ONLY IN CONJUNCTION WITH ISSUANCE OF A*** SINGLE FAMILY BUILDING PERMIT******************** 2,143.00 1155 a, 43 lvzFw Rz v7,r-/ (D i PCRIn/T - F71:-.7. ;t-' .._.. 1,b 7- 7 CITY OF SANFORD PERMIT APPLICATION Application # : t/ % (U Submittal Date: r D Job Address: ? Ze01 &--S—SA / Value of Work: S O O d Parcel ID: —' 0 ^3 .SD %— 00 O O —00 70 Zoning: Historic District: M AK 107 Description of Work: Square Footage: 1 1 1 `I -T Permit Type: Building V Electrical O Mechanical O Plumbing O Fire Sprinkler/Alarm O Pool O Sign Electrical: New Service - # of AMPS Addition/Alteration O Change of Service Tdnpotwty Pole O Mechanical: Residential Non -Residential Replacernent O New O (Dud Layout & Energy Calc. Required) Plembingi New Commercial: # of Fbaints # of Water dt Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair - Residential O Commercial D Occupancy Type: Residential We' Commercial ' "IndustrialIndustrial Occupancy Use Group(s).- Construction Type: C /S' # of Stories: _ # of Dwelling Units: _ Flood Zone: - Ixl-, (FEMA form required ) Property Owner. At D/ 644T Contractor. 6 9!45AALU/G6Z C OWC L ; L, G , Address: 2:5:p IVZ&kA /99DA1 4/ Ali M125 Address: -2yOV /V; L-S'U)7r a,2Os LAKE'/YlA 2Y F;7 iQLA I/oC, 3 B O Pbone:-y%3 20 E-mail: Pho B2state Number:Q?C/.2r& i Bonding Company: /(/ Ze _.. .... Mortgage Lender. Address - Address: Architect/Engineer &b/)'1O M-Q&-/ld145/QS Gj&[/%JT/i C, Phone: 7-3.2V-o;7,S O Address: 0 C &Rk PR.i 6 L -:V:2 Fez - 6-0- Plan Review Contact Person:.? IA) 94112G.-4U Phone. 25 6 .'10 Fa: - E-mail: Z0A . C-,o0--y- RR, Gan Application is hereby made to obtain a permit to do the work and installations as indicated I certify that no work or installation has commenocd prior to the isstm we of a permit and that all work will be performed to meet 1 11 11 of all laws reguating won in this jwisdidion. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS. TANKS andAIRCONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating ooamoctim and naieg. WARNING TO OWNER YOUR FAIUM TO RECORD A NOTICE OF •COM)A NCEMENT-MAY RESULT IN YOUR PAYING TWICE FOR MROVE MEN7S TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING; CONSULT WITH YOUR IE NI)ER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF In addition to the requirements of this permit, there may be additional mWietions applicable to this property that may be found in the public records of tl>is comity; and there may be addiL its rye nW from other gover m nts! e ties such as water rnanagmicat districts; state agencies, or tbderW agencies wj,5611 ••1 Aug 11 r I , I,-Ilirll\ iN killez s , fate of Florida Dde DD375137 Q : Own Personally Known to Me or i pU X B Iele J 07 Srgaature ofNotary -State of da Dame PAULA McKINNON Notary Public, State of Florida My corm. expires Dec. 7, 2007No. DD 272721 Contractor/Agent is _ P ncy, Inc. (800)451-4854 Produced ID APPRd It%ll181t1 !\\`\` / L: rv/q FD 7//Z/0 bLDG: Special Conditions: Rev 0=007 . A 1 L- V WD -$ Ity, SW - $ _ i.::. X : s St._ . T.: . ..-..'. _."*. . .' .; z ,,. * : - - , -.,-*- -:*...' *.: .,.:_:- .l.'. ,. -'-.'-.-.'._-' .1 . I . ')_": ---- ," .•",- ". 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STEEL U-9W5 UCM ya ,00, „R„ CtL4a<L+I Ot401,C CDOFS FOR o[ LOADS USTED O1 DESIGN LOADS: +24.0 PSF R -24.5 PSF IN A 2-1-2-1 M , O O.K. 7Y0ON NEa 01 DOOR .0cc 1Twc t00a4c TKS DRAYbNI TEST LOADS: +36.0 PSF 6 -37.0 PSF 1 -7/0• QR 80710Y SCCrOM, ONE IFbA 0 AIQI YRgE( CRC.). UOt V-oW SCRE.S T RaNS,R/4falD/•G- stlr7An11c SC1c+.s ayes ow¢ aw.aoucn COYPANr SEAcD vllda/ R.tOL IN,, I[O+ Sru. Clopay YASO, I" 4304o DAT[. W 4 16.0'w . 6 D'N 513) 770- 4L100 /3/97 ¢S[nrrrLw a1-Tnr w-w ESTrc vRY1 IS u. CALIF. STm YDnoY ffV"ET cup" C-,,, la. a agw la..r..4• MUW 51. JAC MIN 73 5 84 94 16V +24 -24.5 PSF OES. AnA["m Wr7k (2) /I45/0• SLIT METAL SCRM Building Products 71. C.APr11.R..RP a.PIF1w iv14i, On (M. .oM dlAvM R4Ar1CR. Rtv. ev 1!• cb; CRrba.Rlon RT,R rnRF Aa a reRrOAKRe CKc12e RT• rsLnp nnrrnrl a ) Company m7 EA R .: RA a..at4A P.n eAro. Mww 101711 06 I rl", 0=71 1I a 11"' ", 2=71 I 1 1117 101IWO K-01 15=71MEr 1Ell WINI C. Lcm 2= 71 I 1=71If wl 111-70 1111 002/02/2007 10:29 FAX 4073218081 PRESTIGE DOOR AND TRIM 001/007 i% 'WIN ONE OFFICI: ONE R VAT R W BuildingConsultants, Inc. BConsulting u;d Engineering Services for the Building Industry C P.O. Box 230 Valrieo, FL 33595 Phone 813•.659.9197 Faesitaile 813.754.9989 Florida Board of Professional Engineers C,=tfi ere of kuthorizarion No. 9913 Product Evaluation Report Report No.: FL 6142.2 Date: February 20, 2006 Product Category: Exterior Doors Product sub -category: Swinging Product Name: Distinction Sr,1es 3'0" x 6'8" Glazed Single Fi glass Door with Sidelite Inswing / Outswing Manufacturer. Nan Ya Plastics Corporation' Plastpro Inc. 9 Peach Tree Hill Road Livingston, NJ 07039 Phone:800-779•d561 Facsimile: 973-758 1 Scope: This is a Product Evaluation report issued by R W Building Consuhaiit5, Inc. and Wendell W. Haney, P.E. (System ID # 1993) for Nan Ya. Plastics Corporation, Plsstpro c. based on Rule Chapter No. 9B- 72.070, Method 1 d of the State of Florida Product Approval Departr ient of Community Affairs - Florida Building Commission. RW Building Consultants and WenLiAl W_ Haney, P.E. do not have 1 or will acquire financial interest in the company manufacturing or distributing the product or in any o er entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the l Edition) and where press= requirements, as determined by Chapter do not exceed the following design pressures: Design Pressure Rating. Maximum Design Pressure Rating Positive 48.0 PSF See Limitations for size restrictions) See Drawing No.: FL 835 prepared 1)y R W Building Consultants, Wendell W. Franey, P.E. (FL # 5415%) for specific use parameters. ida Building Code (2004 ofThe Florida Building Code, Negative 50.0 PSF and sighed and seared by endell W;i ane},F FL No. 54158 February 20, 2006 FL 6142-2 PF 893 1 Sheet 1 of 3 02/02/2007 10:29 FAX 4073218081 PRESTIGE DOOR AND TRIM @j002/007 Limitations 1. The Distinction Series 3'0" x 6'8" Glued Single Fiberglass Door with Sidelite Inswing/ Outswing has been evaluated and meets the requirements for use within the State of I lorida excluding the "High Velocity Hurricane Zone". 2. When used in areas requiring windborne debris protection this product is required to be protected with an impactresistant covering that complies with Section 1609.1.4 of the Fl rida Building Code. 3. This product -is intended for use where Section R 3142.4 of the FloridaBuilding Code is applicable 4. Size Limitations: Confieurations MAX_ Width MAX. Heisht Single with Sidelite OX, XO 52.75" 5. See Drawing # FL 835 for Design Prespne ratings. 82.00" ndell W.S=eQ, f FL No. 54159 February 20, 2006 FL 6142.2 PF 893 1 Sh= 2 of 3 02/02/2007 10:29 FAX 4073218081 PRESTIGE DOOR AND TRIM 1a003/007 Supporting Documents A Drawing 1. • Drawing No. FL 835 titled Distinction Series 3'0" x 6'8" Singe Fiberglass Door with Sidelite Inswmg/ Outswing prepared by R W Building Consultants, Inc (Florida Board of ProfessionalEngineers Certificate of Authorization No. 9813), with no revi ions, signed and sealed by Wendell W. Haney, P.E. B Tests Performed 1. Testing per 101/l.S.2-97 as performed by ETC Laboratories and reported in test report number ETC 03-209-14205.1 and signed by Art Murray, Manager Wimd Engineering Laboratory. 2. Testing per 1 Ol/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. C Calculations 1. Product anchoring is in acco, clar;ce with manufacturer's publis ed recommendations as substantiated by tested specim%ms reported in test report numbe rs ETC 03-209-14205.1 and CTLA 900 W3-10. 2. Buck anchor analysis for loading, conditions, prepared, signed fad sealed by Wendell W. Haney, P. E. 3. Glass Load Resistance Report ASTM E1300-02 prepared by N endell W. Haney, P.E. D Other 1. Certificate of Participation issued by National Accreditation & Management Instil, Inc., certifying that Nan Ya Plastics Corporation, Plastpro Inc is tufactning products witbin•a quality assurance program. J, . FL No. 54 ebruary 20, 2006 FL 6142-2 PF 893 Shed 3 of 3 H H C3 00 uuCD 1 ti w O= a ao 000 N o v x w m N O N 0 0 N CV O N0 PLASTPRO INC. 9 PEACH TREE HILL ROAD LIVINGSTON, NEW JERSEY 07039 PH:800-779-0561 FAX:973-758-4001 DISTINCTION SERIES SINGLE FIBERGLASS DOOR INSWING / OUTSWING GENERAL NOTES f. THIS PRODUCT HAS BEEN EVALUATED AND IS IN COMPLIANCE WITH THE 2004 FLORW BUILDING CODE EXCLUDING THE IM VELOCITY HURRICANE ZONE'. 2..PROOMI AIICHURS SHALL BF- AS LISTED AND SPACED AS S OWN`0; DUMS. ANCHOR &KDMEM TO BASE 14Aik:kiA *- SHALL BE BEYOND WALL DRESSWG OR STUOCO. 3. WHEN USED IN AREAS REQUiRWG WIND-BORNE DEBRIS PROTECTION THIS PROOUCr IS REOUN?ED TO BE PROTECrM WITH AN IMPACT REMANT COVERING THAT COMPilCS WITH SECTION 1609.1.4 OF THE FLORIOA BUfLOW CODE. 4. FOR 2X STUD FRAMING CONSTRUCTION, ANCHORING OF THESE UNfrS SHALL BE THE S414E AS THAT SHOWN FOR 2X BUCK MASONRY CONSTRUCTION. 5. CONDITIONS IIOT COVERED BY THIS DRAINUG ARE SUBJECT M rURTHER ENCINEERWG ANALYSIS. TABLE OF CONTENTS PKET DESCRIPTION TYPICAL ELEVATIONS, DESIGN PRESSURES & GENERAL N07ES VERTICAL EI HORIZONTAL CROSS SECTIONS 3 BUCK do FRAME ANCNORINC 4 BILL OF M4TERIALS, CtAZWC DETAILS & C01.4PONEMS 1KANL WIUPJI J5.7S' WX. O.A. PANEL VMTN x SNCLE ERN,IErRmE OVERALLDAYLIGHTDL" PRESSURE (PSF) TYPE OINENSW DIMENSION Ows TYPE POSITIVE NEGATIVE 37-50' 21.00' INSWwc x 1/8" TEMP. 50.0 50.0 92.00' 63.00' AIR - 37.50' 21.00" OUTSKANC Mo. Sfi.O 60.0 80.37' 83,00" lom fi Ew O Nov R-834 or C5c Lo EROM EDGE fROM EDGE- FRDM FOG 2 6 ice/ 2E 2 is 23 12 4 4 Lt-2 1 232312 v .) 25 in 16 1 25 T-7 30 29 ug M 30 c INFERIQ EXTEW In DaER qLi cr- c= C3 1 16441 20 rj-* WPM CROSS SECTIO1 N ) SC-W3 2 =&I X SU19—SUCK SUBSMffN(; FOR SCRM FM ft C628 14 SECTION l7t4.5.4.2 OF r,4E FLORIDALli BURDJNG CWE, cr- cl- tv; 4 9vERnr- AL CROSS SECTFON 114- Rm. 6 4 12 23 17 \_2,1 OUTSWfNG 00NFTGURAn(W smu SPACE ih7m 29 20 m C, 930l I ' 11 0:) tj 101 c, U- c MID 6 H. T.S. cm 27 gn 26 EW 26 f- 2--,\ Hommum CROSS SECTION 210 VERTICAL CROSS SECTMN UVMM m, - F- ©, CONFIGURATION \,. Lj WSWING Cl0NFWRAnOH n-&14 C m c) vw -2- cli C\ l 0 cli 9 a 13 Ih 0 SMIKE PLATE UFTAIL 2X BUCK Bucx w/2X BUCK6INSTALLATION 2,rVFp O J2 W IX BUCKFASTENERFOR Ac JA1/8S DOOR FRAME I STAUARONO SEE NOTE T EE HEW dt 22 SEE NOIE J mksNIRr 9 O ENING MASONRY DPENrxG HINGE DETAIL HINGES (3) LOCATED '0' 9.46, 40.71' AND 71.965' FROM TOP OF DOOR PANEL ro CENTER UNE OF HWE. O Ib N J GIi L`HOBINIi t` O V X a !!s?lES: 1. 3/16' TAPCONS REQUIRE A MAWNUTA 2- CLEARAKE TD MASONRY EDGE$ AND A MIMMUM 2-1/4" CLEARANCE TO AD14CENY TAPCONS. N i2. 1/4' TAPCONS RCOUIRE A MINIMUM 2-1/2" CLEARANCE TV WAS014AY EDGES AND A AQNIMUM 3' CLE RANCE TO AD.AACENT TAPCONS. O , 3. WHEN ANCRORM ODOR FRAM[ UJTLRMC A IX SUQ TNfN TT U /6 IS SU8STTJUJf0 WfRf REM 132 (J/4• K 3-3/4' ELCO ANG1M), t` I THE QUANRTY AND SPACOIG OF ANCHOAS DOES NOT CHANGE SEE NOTE 2. O t O } N N O NO N.T.S. or EW er WK m M, FL-834 I A- Of 4 I•- 0 0 ti 00 z H f- C3 cr- 0 0 C3 w C7 1--1F— cli rr a TI£M DESCRIPI)ON MATERIAL F WSONRY COUfC. 2 IR BLCII mm 3 v 6UCK WOOD sm III- AKt mx WOOD 5J1Ir 2- 4. UPCOW mEn 6 110 z 2- 11r RWOPS MT WAD SO" S!m 7 NOT USED B 19 r yr TMH Vow SCR[W SIM 9 DOOR SKIN wir um FI9ERC m 10 YISM VIM DOOR BOTIM sm BY Dim VIM ICA INK DDOR 80IR).M SWEEP 13M BY H" 0 wn I I KWFOWC1pW JIDOD FIX toIM 11000 12 MW MWIID PIR[ FRAM MID & MWE dWM ND00 73 19 2-1RIILLn flAr WAD SCREW Srm T4 60TIOY RA#. IDW tr ISA QIS1 W ADJUSTABLE XlMKW VM WOLD BY OEP ALAMD 16 FORCE 5 6iJ wm SIA"m 6Y OEM FORA 16A COORMION RTAIMA SM MM 650 BY SCIOEGEL IDAY r 7RRi U KLYED 1MHY M4X 1 sm 18 KM)W M409CU ORIDE 2 9m 19 CONTWM IATCR AM MW STU AEDIYDRLYN[1IT YIOOD 2D POLVJFXTIWM JT>rUr BY WHM FUM 21 4' 4" BUTF MWE Srm 22 IF, 1• AFN RUOD saim STm 23 POLY FIBER dW6 mw./L9,IYL 24 WY tMD 25 TOP PA fftwIpyc 26 WA 6 LAW 5111 rcKw 27 STW RATE srm 25 DUTYMM BUMP i10ilYW - UV 29 I" RKM WSIBAJID GLASS I/6' UW. - AIR - r/e"..t Ao. - 30 sWp IN UJE FIw ASS dl I NO) II9ED 32 1 4" r 3-J TADGON Sma v cIA2w0 L>7lFPm SUIOONt L--- I 563 i- T U 1st WEATHER STRIP 1. 180' i ,i , of n n26 NINGE & LA1CH STILE 2S 10 PRAIL roAuPVG14 BO)TOW RAIL I. 000' N011. GLASS INK. laSTEMP- AIR SPACE OPTIONAL DECORATIVE INSERT SPACE 1 8' TEMP. S GLAZING OGAIL 5. 625"LF Znn IS ADUUSIABI.£ 04SNING SILL A ADJUSTABLE INSWING SILL 1Z JAAIIT 1. 375' m r 1 RETNFORCEUM WOOD MR LOCAL 980- " j` I cUTCN HR4GC sM SUPPORT aoa 4. 562' `Y N OUI5IYRYG BUMP TNREMOLD a09- 4O h2. 437" — 2.IZ5` --I lJ POLY FIBER . 49 Q b N. T.S. sr EV to wn Ft- BJ4 4 tv 4