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2669 Poinsetta Ave - BR074-001558 - SFR (A)PERMIT ADDRESS U 4 CONTRAC' ADDRESS PHONE NUMBER PROPERTY ADDRESS PHONE NUMBER 1 $J no l //- — ELECTRICAL CONTRACTOR MECHANICAL CONTRACTO PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE 3 SUBDIVISION PERMIT # S S 8 DATE PERMIT DESCRIPTION RECT IJ5 F PERMIT VALUATION 81450 SQUARE FOOTAGE I q4 3 III ( IJ7 ele%jlIta.. 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 . . . . . 06.20.31.503-1300-0030 Property Address . . . 2669 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 07-00001558 000 000 Description of Work NEW SINGLE FAMILY HOME - DETACHED Construction type . . . TYPE VB Occupancy type . . . . RESIDENTIAL USE GROUP Flood Zone . . . . . . NONE Approved . . . . . . . u ing 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. CITY OF SANFORD PERMIT APPLICATION Application # : — / Submittal Date: 9/2i / —% Job Address: -2 (n [Lf i y Sr / _ w [ let Value of Work: $dZ> Parcel m: 1i/n-"o7Q -3/-.5-D 3-130%1 —Iopon Zoning: Historic District: Description of Work: Jcl'eJ yliA'! Square Footage: _ Permit Type: Building Electrical Mechanical ml..Plumbing Fire Sprinkler/Alarm Pool Sign Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential ft)" Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water dt Sewer Lines Plumbing/ New Residential: # of Water Closets Occupancy Type: Residential Commercial Industrial of Gas Lines Plumbing Repair —Residential Commercial Occupancy Use Group(s): Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required) Property Owner: X ti w — a h /V Contractor: Address: Address: Phone: E-mail: Phone: State License Number: z2b a 1426VY Bonding Company: "64 Mortgage Lender: — Address: Address: Architect/ Engineer: A!(A Phone: Address: Plan Review Contact Person: Phone Fax: Fax: E- mail: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. 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 TWICEFOR [IvIPROVEMENTS'TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING; CONSULT WITH YOUR LENDER OR AN ATTORNEYBEFORERECORDINGYOURNOTICEOFCOMMENCEMENT. NOTiC : 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 the property of the requirements f Flo ' Lie w, FS 713. Signanu: of Owner/Agent Date Signature of ContractorAgent Date PnntOwner/ Agent's Name Print Fnnnrnr. /A-•..,.,....._. Signature of Notary -State of Florida Date Owner/ Agent is _ Personally Known to Me or Produced ID APPROVALS: ZONING: Special Conditions: Rev 02/2007 UTIL: FD: COMMO OD0335198 tFvit" 7/W000 Bonded thm (800)432-1254 E deNo'3ryt .,.Id Contractor/Agent is Produced ID ENG: BLDG: or 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 2669 Poinsetta Avenue Sanford, FL 32771 Charles Trier CAC042648 Name of Certified Contractor & License No. XZ4 y . Signature of Certified Contractor State of Florida The foregoing instrument was acknowledged before me this 021 day of El kS4- 2007 by 012 r I-eS --i;oe v o is personally known to me or has produced as identification and who did or did not take an oath. otary Public (Signature) V6K;HELLE M. WITTERS COMO000335198 EXPUM 7,W008 3 Bonded Nru (8WA32-0e' Tri-Tech Air Conditioning, Inc. """"" 1041 Seminola Boulevard, Casselberry, Florida 32707 Phone: (407) 673-1090 Fax: (407) 673-2866 Email: Stephen@TriTechAir.Com G CITY OF SANFORD PERMIT APPLICATION l Application # : 0 — Iy15S n ` Submittal Date: Job Address: ,;t D bi n (D r C Value of Work: $ Parcel ID' Zoning: Historic District: Description of Work: t-nsmtiAI IV Square Footage: Permit Type: Building Electrical Mechanical Plumbing`& Fire Sprinkler/Alarm Pool Sign Electrical: New Service — # of AMPS Add ition/AIteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines, Plumbing/ New Residential: # of Water Closets Occupancy Type: Residential 4 Commercial Industrial of Gas Lines Plumbing Repair —Residential Commercial Occupancy Use Group(s): Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required) Property Owner•••••••••••••••••••••••••• Contractor: O ><-•-y • Q1U Address: Address: "L/" C0m Phone: E-mail: Phone Loaa License Numbe4_F(_.W 55S 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 ofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE 10B 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 isverification that 1 will notify the owner of th property f the requir nts of Florida Lien Law FS 713. Signature of Owner/AgentDate Si ature of Contractor/AgentDate Print Owner/ Agent's Name Print Contra a Name 1 l`- , Signature of Notary -State of Florida Date Signature of Notary -State of Florida KRIISM SANFORD NOTARY PUBUC - STATE CW FAARMA COMMISSION A D0477357 EXPIRES t0/ 0?MM BOKMTHRU1-6364KIM Y1 Owner/Agent is _ Personally Known to Me or Contractor/Agent isX Personally Known to Me or Produced ID _ Produced ID APPROVALS: ZONING: UTIL: FD: ENG: BLDG: Special Conditions: Rev 07. 07 U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 1660-0008 Federal Emergency Management Agency 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 , 1 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 2669 POINSETTA AVE City State ZIP Code SANFORD FLORIDA A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 9 PRINCETON PLACE, PB 71 PG 46 SEMINOLE COUNTY, FLORIDA A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude/Longitude: Lat. 28 46 45.1 N Long 81 15 42.9 W Horizontal Datum: NAD 1927 N NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. AT Building Diagram Number 1 A8. For a building with a crawl space or enclosure(s), provide: A9. For a building with an attached garage, provide: a) Square footage of crawl space or enclosure(s) 0 sq ft a) Square footage of attached garage +/-400 sq It b) No. of permanent flood openings in the crawl space or b) No. of permanent flood openings in the attached garage enclosure(s) walls within 1.0 foot above adjacent grade 0 walls within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A8.b 0 sq in c) Total net area of flood openings in A9.b 0 sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name B3. State CITY OF SANFORD 120294 1 SEMINOLE I FLORIDA B4. Map/Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood 89. Base Flood Elevations) (Zone 12117CO070 F Date Effective/Revised Date Zone(s) AO, use base flood depth) 9/28/07 9/28/07 X 610. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. FIS Profile FIRM Community Determined Other (Describe) B11. Indicate elevation datum used for BFE in Item 89: NGVD 1929 NAVD 1988 Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? 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 58.0 feet meters (Puerto Rico only) b) Top of the next higher floor N/A feet meters (Puerto Rico only) c) Bottom of the lowest horizontal structural member (V Zones only) N/A 0 feet meters (Puerto Rico only) d) Attached garage (top of slab) 57.7 feet meters (Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building 52.2 feet meters (Puerto Rico only) Describe type of equipment in Comments) f) Lowest adjacent (finished) grade (LAG) 57.1 feet meters (Puerto Rico only) g) Highest adjacent (finished) grade (HAG) 57.4 feet meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. / certify that the information on this Certificate represents my best efforts to interpret the data available. understand that any false statement may be punishable by rine or imprisonment under 18 U. S. Code, Section 1001. Check here if comments are provided on back of form. Certifier's Name License Number MICHAEL W SOLITRO 4458 Title PRESIDENT Company Name ALTAMONTE SURVEYING AND PLATTING, INC. Address 435 DOUGLAS AYE,SUI-PE 1505F City ALTAMONTE SPRINGS State FLORIDA ZIP Code 32714 Date 11/20/07 Telephone 407-862-7555 LS4458 11 /20/07 FEMA Form 81-31, February See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company Use: Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number2669POINSETTAAVE - 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 E1-E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawl space, or enclosure) is _ feet meters above or below the HAG. b) Top of bottom floor (including basement, crawl space, or enclosure) is _ feet meters above or below the LAG. E2. For Building Diagr9ms 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 . _ E]feet C]meters above or below the HAG. E3. Attached garage (top of slab) is feet meters above or below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is _ feet meters above or below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? Yes No Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA-issued or community -issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of myknowledge. Property Owner's or Owner's Authorized Representative's Name Address City State 'ZIP Code Signature Date Telephone Comments Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8. and G9. G1. The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. A community official completed Section E for a building located in Zone A (without a FEMA-issued or community -issued BFE) or Zone AO. G3. The following information (Items G4.-G9.) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for: New Construction Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: feet meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: feet meters (PR) Datum Local Official's Name Title Community Name Telephone Signature Date Comments Check here if attachments FEMA Form 81-31, February 2006 Replaces all previous editions ALTAMONTE SURVEYING AND PLATTING, INC. 435 Douglas Ave. Suite 1505- F Altamonte Springs, F1 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: 2669 Poinsetta Avenue, Sanford To Whom it May Concern: The Finished Floor Elevation of the structure located at 2669 Poinsetta, Sanford, Fl A/K.A Lot 9, 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. BOUNDARY SURVEY FOR MELTON & FEECIMAN HOLDINGS, LLC LOT 9 PRINCETON PLACE PLAT BOOK 71, PAGE 46, SEMINOLE COUNTY, FLORIDA NORTHWEST CORNER OF TLOT7 I j LOT 7 1 I LOT 6 g co in oN y LOT 8 I LOT 5 S89'29'46"E 104.93' 32 9' I:: I:: 7.5' DRAINAGE EASEMENT 20.1--------------- py GARAGE I N ELEVATION c I o L r'• i 57.69 N LOT 9 o w ......... ............... 20.1' I p LD a - 33.0' Frvla 00. c Tn ......34.7 i1mixNOSOXI w LOT 4 co N g a a GUY 1 y 1 STORY RESIDENCE I i O J viniaaoWIREa. 7.0J q266ION958. O1 + w 27.6' 57.4• J in: A/C r:: 7.5' DRAINAGE EASEMENT . S89. 29'46"E 104.95' LOT 10 I LOT 3 NOTE: ELEVATIONS BASED ON NGVD1929. I BEARINGS ARE BASED ON THE ICENTERUNEOFPOINSETTAAVENUEAS BEING SW25'O6'W, PER PLAT THIS SURVEY CERTIFIED TO: LOT 1 1 I DESCRIPTION FURNISHED FURMEFIDELITYNATIONALTITLEINSURANCECOICUMNOTED) IZIMMERMAN, KSER & SUTCLIFFE. PA THIS IS TO CERTIFY THAT I HAVE NCOMPANY I REVIEWED THE FLOOD IAFLORIDALIMCITEDLIABILITYKMANMAP (FIRM) PANELI /12029NSURAN4E OO7ONF BRANCH BANKING AND TRUST COMPANY I e COVERED CONCRETE I 9/228/07 AND DETERMINEDTHAT ASSHOWNTHELANDSNOT VAUD WITHOUT THE SIGNATURE AND THEORIGINALRAISEDSEALOFAFLORIDASCALE: 1'-30' T EOEM4D0 CENTRAL ANGLE (DELTA), L - ARC.. R e RADIUS, LICENSED SURVEYOR AND MAPPER. ADDITIONS AND DELETIONS TO SURVEY RECOVERED 4'X4' CONCRETE MONUMENT NO/LB63 R/ W RIGHT OF WAY, A/C - AIR CONDITIONER, R) - RADIAL. (NR) - NON -RADIAL. (P) - PLAT, MAPS. SKETCHES. OR REPORTS BY OTHER RENEWED BY: MWS RECOVERED NAIL & DISK / M MEASURED, (C) CALCULATED. (0) DEED, THAN THE SIGNING PARTY OR PARTIES S PROHIBITED WITHOUT WRrITEp CONSENT X RECOVERED X CUT IN CONCRETE POS POINT OF BEGINNING. CONC. - CONCRETE, POC POINT OF COMMENCEMENT, POL - POINT ON 1.1 OF THE SIGNING PARTY OR PARTIES DRAWN BY: JSS Q RECOVERED 1/2' IRON ROD /LB63O0 LINE 1 // 7 O RECOVERED 1/2- IRON ROD RECOVERED 5/8' IRON ROD NO DATE: 11/20/07 z THIS SURVEY IS CERTIFIED TO AND PREPARED FOR THE I SOLE AND EXCLUSIVE BENEFIT OF THE ENTITIES AND/OR SET1/2* IRON ROD #LB 6300 n' POWER POLE AS SHOWN INDIVIDUALS LISTED AND SHALL NOT BE RELIED ON BY = ANY OTHER ENTITY OR INDIVIDUAL WHOMSOEVER. JOBNo.: PRINCETONPLAC MICHAEL W. SOLTTRO, PSM % 58 o- 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. #LB 6300 REVISED: CONCRETE SLAB AS SHOWN SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHTS OF WAYS AND/OR EASEMENTS OF PUBLIC RECORD. ALTAl1ON1E 8PF%If, Fl 92714 rtAL.E.FA.MOSUIT G0 4°AM ""E .W L\ FAX- E40n 862-6M s BOUNDARY SURVEY FOR MELTON & HEC HOLDINGS, LLC LOT 9 PRINCETON PLACE PLAT BOOK 71, PAGE 46, SEMINOLE COUNTY, FLORIDA NORTHWEST CORNER OF TLOT7 II j LOT 7 1 I LOT 6 I or------------------ gl I I I NI I I LOT 8 I LOT 5 II I I S89'29'46"E 104.93' 32.9' : 7.5' DRAINAGE EASEMENT — — — — — — — - 20.1- - - - - - - - - - - - - - T GARAGE - I3oNELEVATIONoI 57.69 N 0 .1 LOT 9 o ::. . w 20. V I p 0 - 33.0' drna oo I W0G! p 34 7' :. . 1 I wies. .........:.... .t . m Y N O 50.4' I$ LOT 4 azg 0 A- 40 m Qa GUY! 2 a 1 STORY RESIDENCEcijpin n a t` WIRE 7.0' 82669 uj I n 0 ELEVATION 58.01 + w --- -•-- . - - w 27.6 S7.4' I J in: QA/C n. r:: 7.5' DRAINAGE EASEMENT r;• S89.29'46"E 104.95' I I ' I I I I LOT 10 I LOT 3 I I I I I NOTE: ELEVATIONS BASED ON NGVD1929. I I BEARINGS ARE BASED ON THE CENTERLINE OF POINSETTA AVENUE AS BEING S00'25'08'W, PER PLAT THIS SURVEY CERTIFIED TO: LOT 11 I LEGAL DESCRIPTION FURNISHED B FIDELITY NATIONAL TITLE INSURANCE CO CLIENTI (UNLESS NOTED) ZIMMERMAN. KISER & SUTCLIFFE. P.A. I THIS IS TO CERTIFY THAT I HAVE HOLDINGS I I REVIEWED THE RATING A FLORIDA LIMITED LIABILITYCMPANY MAP (FIM) PB1240070F BRANCH BANKING AND TRUST COMPANY ( ® - COVERED CONCRETE AS SHOWN I THE DATED LANDS SHOWN28/ AND DEIN E WZOE TNOTVALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISEDSEALOFAFLORIDASCALE: 1'-30' ,,F,D CENTRAL ANGLE (DELTA), L - ARC, R -RADIUS, LICENSED SURVEYOR AND MAPPER. RECOVERED 4'X4' CONCRETE MONUMENT NOBL883 R/W RIGHT OF WAY, A/C - AIR CONDITIONER, ADDITIONS AND DELETIONS TO SURVEY (R) - RADIAL, (NR) - NON -RADIAL, (P) - PLAT. MAPS, SKETCHES, OR REPORTS BY OTHER REVIEWED.BY: MWS -RECOVERED NAIL & DISK (M) MEASURED, (C) CALCULATED. (D) - DEED, THAN THE SIGNING PARTY OR PARTIES IS x - RECOVERED X CUT IN CONCRETE POB - POINT OF BEGINNING. CONC. - CONCRETE, PROHIBITED WITHOUT WRITTE CONSENT POC - POINT OF COMMENCEMENT, POL - POINT ON OF THE SIGNING PARTY OR PARTIES. DRAWN BY: JSS @i - RECOVERED 1/2- IRON ROD BLB6300 LINE Q - RECOVERED 1/ 2-IRON ROD z DATE: 11/20/ 07 - RECOVERED 5/8-IRON ROD NO THIS SURVEY IS CERTIFIED TO AND PREPARED FOR THE SOLE AND EXCLUSIVE BENEFIT OF THE ENTITIES AND/OR SET 1/2' IRON ROD BLB 8300 INDIVIDUALS LISTED AND SHALL NOT BE RELIED ON BY ? JOB No.: PRINCI: TONPLAC 10. - POWER POLE AS SHOWN ANY OTHER ENTITY OR INDIVIDUAL WHOMSOEVER. a MICHAEL W. SOLTRO, PSM 58 -0- - WOOD FENCE AS SHOWN UNDERGROUND FOUNDATIONS AND/OR IMPROVEMENTS FOR THE FIRM OF ALTAMONTE SURVEYING -O- - CHAIN LINK FENCE AS SHOWN WERE NOT LOCATED AS PART OF THIS SURVEY. LAND AND PLATTING, INC. BLB 6300 REVISED: - SHOWN HEREON WERE CONCRETE SLAB AS SHOWN WAYS AND/OR EASEMENTS TOF PUBLICCERECORD.D FOR IGHTS OF ALT MO SUIT G °°" AVE ALTAYONIE l iM R. = FAX W8 Rem _ o o -- 55-- O —_Vl A 29' 4' O / i/ 25' - & SAN'FO- R., CL lul I Y OF I "OFFK clime ( Cxoss - O (J1 .E 7-- 8 lo,?/IL/G677 OA/ - o A ' n LIVING 1381'SF - .0 PORCH 257 SF 6 p . •` tO u GKtAGE 480 SF de JMW F,,,,r Door_- wftlth Heond c«m"m LL 1.-.__ -` Panel "Door'1126. 16'-0' T-Ir lbwl B/1T s ;( SOW CORE) ZzIr 6• - r ; 6 ( N XLOWCORE) 7-6': fr 10 ; ( HOLLOW CORE) 4M7 - Ir v - L' 18- ( SDL0 CORE? 7 - r R - 8- •)aF1&MMT 21:- 4M PIOLLOW CORE) 7 -r G - 61 22':` MLLOW COW c 5 e, . T 6- LOW CORE) 7-4' W VIIIA(HOLLOW C tOOR€) 7-6' G - Ir ipe- 0' G-S 16-08/iT paneFln + 0' 6•-M 1&M1T L' OWCORE) 6' u C a nLL c ZaU zO C 7cn w ZC cn CITY OF SANFORD PERMIT APPLICATION Application # : 1 5 117-N L(` i Submittal Date: Job Address: l.S 4'N Ut `mAz C\C(f. Value ofWork:S RJS.0on Parcel ID: / Zoning: Historic District: Description of Work: fin SquareFootage: Permit Type: Building Electrical 14 Mechanical Plumbing Fire Sprinkler/Alarm Pool Sign Electrical: New Service — # of AMPS aclo Addulon/Alteraiion Change of Service Temporary Pole ff iliechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/ New Residential: # of Water Closets Plumbing Repair —Residential Commercial OccupancyType: Residential Er Commercial Industrial Occupancy Use Group(s): Construction Type: # of Stories: # of Dwelling Units: Flood "Gone: (FE,MA forntrequired ) Property Owner: GN ti 1. C 11 t1.1 i c.. ['h(ia— Contractor.'N ce Address:"OSA \ C ye,'t`t `' ` L:Pt i,< address: Es-finhts Cat fir: aF E-mail: Pho-.\':)-fl.•\• yyk,t,StateLicenseNumber: Bonding Company: Address: Architect/ Engineer: Address: Mortgage Lender: Address: Phone: Fax: Plan Review Contact Person: Phone: Fax: E-mail: i''T Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate \C OC permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, -TANKS, and rs AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMMENCEMENT MUST BE RECORDED AND POSTED ON Ti-iE 10B SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING. CONSULT WITH YOUR LENDER OR AN AVI'ORNEY 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 lound in the public records of this county, and there may be additional permits required from other governmental entities such as w er management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the roper , f the requirem s F riELienLaw, FS 713. Signature of Owner/Agent Date Signature of Contractor/Agent Date Print Owner/Agent's Name Print Contractor/Agent's Name p k_d a( 1I L, LTC -STATE OF FLORIDA Signature of Notary -State of Florida Date Signature of Notary -State of Florida elinda A. Windham Commission # DD536112 4Expi;-es: MAY 16, 2010 Bondcd Thnt Atlantic Bonding Co., Inc. Owncr/Agent is _ Personally Known to Me or Contractor/Agent is _ ersonally Known to Me or Produced ID Produced ID APPROVALS: ZONING: UI-I L: FD: ENG: BLDG: Special Conditions: Rev 07. 07 r City of Sanford 'The Friendly City" Application for Engineering Permit This permit shall authorize work to be done in the City of Sanford based on the approved construction plansandtheinformationprovidedbelow: Check One: Right -of -Way Utilization Driveway THIS APPLICATION IS SUBMITTED BY: PROPERTY OWNN/ER((S))//APPUCANT: p / -7- AWlicant Marne: VJ / f LZ(LK C Firm/: (A &OC COAL / . LLG Address: A4 Z& o 7 / v Phone:<] o? pl-/nSLFax: Date: 0 l . PROJECT LOCATION OR ADDRESS: LB ss iOdA dQb , r'L 2. TITLE OF APPROVED DEVELOPMENT PLANS: _eR1 AJC )%M l/ 00LA C EE APPROVAL DATE: ^ , / S C 3. SCHEDULE OF WORK: FROM TO G! fC EMERGENCY REPAIRS 4. PROPOSED ACTIVITY- PDriveway Installation Aerial Installation Underground Utilities Bore and Jack Open Cutting of Roadway Sidewalk Installation Other 5. SPECIFIC DESCRIPTION: 6. EXCAVATION INFORMATION: Total Length (Feet) Number of Open Roadway Cuts 7. AERIAL INFORMATION: Length (Feet) Number of Poles (Existing) (New) IT IS UNDERSTOOD AND AGREED THAT THE RIGHTS AND PRIVILEGES HEREIN SET OUT ARE GRANTED ONLY TO THE EXTENT OF THE CITY OF SANFORD'S JURISDICTION AND THE RIGHT, TITLE, OR INTEREST IN THE LAND TO BE ENTERED AND USED BY THE PERMITTEE. THE PERMITTEE SHALL AT ALL TIMES ASSURE ALL RISKS OF AND INDEMNIFY, DEFEND, SAVE HARMLESS THE CITY OF SANFORD FROM AND AGAINST ALL LOSS, COST, DAMAGE, OR EXPENSE ARISING IN ANY MANNER ON ACCOUNT OF THE PERMIT REQUEST BY SAID PERMITTEE OF THE AFORESAID RIGHTS AND PRIVILEGES. IN THE EVENT THAT ANY FUTURE CONSTRUCTION OF ROADWAYS, UTILITIES, STORMWATER FACIUTIES, OR ANY GENERAL MAINTENANCE ACTMTIES BY THE CITY BECOMES IN CONFLICT WITH THE ABOVE PERMITTED ACTIVITY, THE PERMITTEE SHALL REMOVE AND/ OR RELOCATE AS NECESSARY AT NO COST TO THE CITY OF SANFORD, INSOFAR AS SUCH FACILITIES ARE IN THE PUBLICRIGHT-OF-WAY. CALL THE PBUC WORKS DEPT. AT (407)330-5681 TO SCHEDULE A PRE -POUR INSPECTION ' 48 HOURS BEFORE YOU DIG CALL SUNSHINE 1-800-432-4770 Applicant Signature Date: OFFICIAL USE ONLY A lication No: 0.7- Zto 23 p J PP .. Fee: Date: J Reviewed: Public Works DATE: Utilities c/ DATE: Approved:.: Engineeiilig r DATE. D pail .a{ MJST /VdT vWCA— S-:A!2 I,AMCA Vf[&f/11Ae Eng_Wml.Pdf F. FPMlv w9Y lI?a,7 lkl'7r : r, - • -- I . f.A& .,T VOR9W COUNTY OF SEMINOLE IMPACT FEE STATEMENT ISSUED BY CITY OF SANFORD STATEMENT NUMBER 107-75006 DATE: Z D BUILDING PERMIT NUMBER: D % (CITY) COUNTY NUMBER: UNIT ADDRESS: 'q616 TRAFFIC ZONE: -Ik JURISDICTION: 06 CITY OF SANFORD SEC: 6 TWP : o20_i RNG :3 PARCEL: 06--20--7/ • --b-7 O 00 0 -- 0096 SUBDIVISION: dp&w jr_ ?C-5 TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: 9 OWNER NAME ADDRESS APPLICANT 1 ADDRESS LAND USE CATEGORY: 001 - Single Family Detached House TYPE USE: Residential WORK DESCRIPTION: Single Family House: Detached - Construction FEE BENEFIT RATE FEE UNIT RATE PER # & TYPE TOTAL DUE TYPE DIST SCHEDULE DESC. UNIT OF UNITS ROADS ARTERIALS CO -WIDE 0 dwl unit S 705.00 1 S 705.00 ROADS COLLECTORS NORTH 0 dwl unit S 000.00 1 S 000.00 LIBRARY CO -WIDE 0 dwl unit $ 54.00 1 $ 54.00 SCHOOLS CO -WIDE 0 dwl unit $1,384.00 1 S 1,384.00 AMOUNT DU S 2,1 .00 STATEMENT // RECEIVED BY:_79 /LJ _/j/IGNA _ PLEASE PRINT NAME) DATE: NOTE TO RECEIVING SIGNATORY/APPLIC"'„LURE 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******************** L( c 8SAA, A3 L°7-9 CITY OF SANFORD PERMIT APPLICATION Application # : O j V Submittal Date: szz-azh Job Address:1z6,` o it/J' ZZ22 yA U-4, Value of Work: $ O O -C i Parcel ID: _.;20-9J —5- j %— 00 0 0 —00 t%O Zoning- Historic District: _ Description of Work: S'Q Square Footage: MIA .A :...U. Permit Type: Building V Electrical O Mechanical O Plumbing O Fire Sprinkler/Alarm O Pool O Sign O Electrical: New Service - # of AMPS Addition/Alteration O Change of Service O Temporary Pole 13 Mechanical: Residential O Non -Residential O Replacement E3 New O (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fhames # of Water di: Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair - Residential O Commercial O Ooeapaney Type: Residential 1 Commercial O L nrstkal O Occupancy Use Group(ar Construction Type: C RX # of Stories: _ # of Dwelling Units: _ Flood Zone: (FEMA form required) Property Owner. IIQL D,16. Contractor. 612iz''NGU/C! c oA.I rT, L; 4,G , Address: %:p &Afe'6z: f ROA9 U/D, /) Address: _2VO Y- Al. RID 6iPe9it/_.i5* Ad.• SWIZE ; Z20s) /9K'/r 4f?Y 'FL;. F. D QLA I/oT C,- B o 41C Pbone: W7-63 %O92E-mall: Number. QBC/.-5- Bonding Company: N A _._....... _... Mortgage Leader. Address: Address: ArchitecVEngineer:# t'h7,6 :P/6/I,El2r t; f(P-T1/G', -- Phone; lv%-3.2V"v2MO Address: 0 C S N 0 L i 32 gam; - (o- Plan Review Contact Perron: Jrb//A) 9W- 20/ Phone: 2 -,..?/2O Fax - &mail• gzota . C./y QQ, aw Application is hereby made to obtain a permit to do the work and installations as indicated I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of alllaws regulating construction in this jurisdiction. 1 understand that a separate permit must be seemedfor ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS andAIRCONDITIONERS, 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 rewde ing construction and WARNING TO OWNER YOUR FAILURE TO RECORD A NOTICE OF'COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING. CONSULT WITH YOUR (ENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF N017 In addition to the requiranmts of thispermit, there maybe additional restrictions applicable la this property that may be found in the public records of this county, and there maybe additi fm m other tai entities such as water mannagauent districts. state es, or federal agencies Acceptance of the owner ofamof the requiiG-4eaf6Lien Law, 713 07 Si Agents-coodAgent Date PrattOwl A's Name N we of Florida y g DDT7 0 Personally Known to Me or za, chi APPRN ClldBtl1pl iND L: / t71 Sibwwre orkawy- s6te of Date PAULA MCKINNON Notary MyComm.Public, mexpirStateesDec. 7F12007 Bonded f5ru As`;; Agency, No. DD 272721 Crnuractor7Agent tr _ Persoaally iGumn- tome.or 9_ncy, Inc. (800)451-4854 Produced ID ENG: BLDG: Yi Z o7 Special Conditions: C Rev O2f2OO7 .. - k_jV Svc • $ -27116 - umna omaiun aanlgmnmsm lelnilm LoT -1 jg twc 3 MIT ER Parcel Identification Number 0 moo- / 503-/3 00 -0 030 Preparedby: TDHAV k1gQ20A,1 Ret 5320 1>0Al177,! f2 ST75 ,C , 3.27 0 3 NOTICE OF COMMENCEMENT State of FLD,!? /-D.9 County of Ti5l ? ZAZiQ1.,e!5 MARYMW 1911181, LLERK OF OIRUJIT IUMT BEMINULE tufrY BK 06279 Pill 0"81 0119) CLERK'S 0 2006093059 RI:UIIIUEU 06AA/L+006 10ee6t'Llf AN Iet.1M1144i F—Wis 10.00 RI;'Ct11tUF:0 BY L McKinley The undersigned hereby gives notice that Impmvemem(s) will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following Information Is provided In this Notice of Commencement. 1. Description of property (legal description of the property, and street address If available) Po/NSET,W YPvC. C,9/)FORD FL, L-0T- !K /3 L I TiiV—O- A/0 7W 3 FT' o B R!/SJ LL fiDD 7 FORT R,E D (PB, - P6, 97 2. General description o Improvement s) 3: OwneMeLTb1V-lEGName7r AA1 yQWNKYLStClephone Number 31/- 277- o6S-77d/ Fax Number yto7-833- 90 93AddressG /5- V/C7aR/A f//L(X Rom', Interest In Property: p4-11 'E/PJW44AD, FL, 32 7-7 54 4. Res Simple THIe Holder (ifother than owner shown above) Name --- Telephone Number Address — Fax Number — S. Contractor L it1' r r*.x4 i " t°9 i ~ ' f' r Name CRIChwu//cll 64 NtT, L- C-G Telephone Number ;yo . t t,26T Address,2ye i IV, R/ o s Rl9a/DE 7gvE Fait Number pie7 5! 1 ! r• p/QL4/tJDO1 C,3.Z8 T ' fk+..' ; iF; ti iy' s.,¢ S. Surety (ifany). .yK`„w' .•_-P• ;7 •<' , Name.. y elephriVISIumber. >a J Names ' ' 4 Fex NumberAdd Amountof bond $ _ r' Lpnd* (if anyi,hn ,,V r } Nante•748 p" . ' , r} t• -- Telephone Number y07- i '4y e : t ''4.t: .AddressrtS - 0R%9 i fiv5. Fax Number 8. p r3o il,Mi the Strafe o1 Fbrfda dEtt gnated by Owner upon whom notices or other documents may be sowed as provided by 713,13(1)(a)7, Florida Statutes. Name Telephone Number Addre" Fax Number 9. In addition to himself or herself, Owner designates the following to receive a copy of the Llenoes Notice as 13.13(i)(b), Florida Statutes. Name6 vided in 7EjNll/1 11 C-6,*j 7- L L C • Telephone NumberRh' 54D 7- (A2 6 - .2 7.7r Address y, y R/0 6le,. bE' i9 (/, Fax Number 0/PL19A1Z>0, /C-(, 3280Y 10. Expiration date of notice of commencement (the explration date is o year from the dat . recording unless dblerwd date is specdled): A/7 Date Slanted Signature of owner Mots per 713.13(1)(g) 'owner nest sign... and no one elm may be permitted to sign In No or her stead.' Swum to pd subscribed before typis 2day of blown to moLIOR produced q ULKIltIED CUFF sgna o MARYANNE MORSE CLERK OF CI CUIT COURT Book6279/Page948 CFN#2006093059 SEMINOI E -RlDf El— pEPUTY CLERK 20 by who Is personally as identification fit' KELLY M1'ATFS MY COMMIC"o, ODW7l1 exna¢u M. ]OOo tgjt u rta,s ao„n o^ FORM 600A 2004R OFFICE EnergyGauge@ 4.5S FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: 2007-58 Builder: Greenwich Construction Address: Lot 9 Poinsetta Ave Princeton Place Permitting Office: Permit Number: Sanford Q-I- ! _IE6aCity, State: Sanford, FI Owner: Jurisdiction Number: iS00 Climate Zone: Central, 1. New construction or existing New _ 2. Single family or multi -family Single family _ 3. Number of units, if multi -family 1 _ 4. Number of Bedrooms 3 _ 5. Is this a worst case? Yes _ 6. Conditioned floor area (ft') 1381 fl' _ 7. Glass type I and area: (Label reyd. by 13-104.4.5 if not default) a. U-factor: Description Area or Single or Double DEFAULT) 7a.(Sngle, U=0.9) 80.0 ft' _ b. SHGC: or Clear or Tint DEFAULT) 7b. (Clear) 143.0 ft' 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 165.8(p) ft _ b. N/A c. N/A 9. Wall types a. Concrete, Ext Insul, Exterior R=4.0, 1168.2 ft' _ b. N/A c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic R=30.0, 1381.0 ft' b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH: Interior Sup. R=6.0, 190.0 ft b. N/A 12. Cooling systems a. Central Unit Cap: 30.0 kBtu/hr _ SEER: 13.00 b. N/A c. N/A 13. Heating systems a. Electric Heat Pump Cap: 30.0 kBtu/hr _ HSPF: 7.70 b. N/A c. N/A 14. Hot water systems a. Electric Resistance Cap: 50.0 gallons b. N/A PLANS RE/IEW-- IT `FSANFOR c. Conservation credits HR-Heat recovery, Solar DHP-Dedicated heat pump) 15. HVAC credits CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, MZ-C-Multizone cooling, MZ-H-Multizone heating) Glass/Floor Area: 0.10 Total as -built points: 17773 PASSTotalbasepoints: 18472 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: xa) DATE: 2 1) 6 I hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNERIAGENT: DATE: Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: LLt 1 Predominant glass type. For actual glass type and areas, see Summer & Winter Glass output on pages 2$4. EnergyGaugeO (Version: FLRCSB v4.5) FORM 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: 2007-58 Builder: Greenwich Construction Address: Lot 9 Poinsetta Ave Princeton Place Permitting Office: Sanford City, State: Sanford, FI Permit Number: Owner: Jurisdiction Number: Climate Zone: Central l . New construction or existing New _ 2. Single family or multi -family Single family _ 3. Number of units, ifmulti -family I _ 4. Number of Bedrooms 3 _ 5. is this a worst case? Yes 6. Conditioned floor area (ft2) 1381 ft2 _ 7. Glass type and area: (Label reqd. by 13-104.4.5 if not default) a. U-factor: Description Area or Single or Double DEFAULT) 7a.(Sngle, U=0.9) 80.0 ft2 _ b. SHGC: or Clear or Tint DEFAULT) 7b. Clear) 143.0 ft2 _ 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 165.8(p) ft _ b. N/A c. N/A 9. Wall types a. Concrete, Ext Insul, Exterior R=4.0, 1168.2 112 _ b. N/A c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic R=30.0, 1381.0 ft2 b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH: Interior Sup. R=6.0, 190.0 ft b. N/A 12. Cooling systems a. Central Unit b. N/A c. N/A 13. Heating systems a. Electric Heat Pump b. N/A c. N/A 14. Hot water systems a. Electric Resistance b. N/A c. Conservation credits HR-Heat recovery, Solar DHP-Dedicated heat pump) 15. HVAC credits CF-Ceiling fan, CV -Cross ventilation, HF-Whole house fan, PT -Programmable Thermostat, MZ-C-Multizone cooling, MZ-H-Multizone heating) Glass/Floor Area: 0.10 Total as -built points: 17773 PASSTotalbasepoints: 18472 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: ! DATE: - 7-7 09 1 hereby certify that this building, as designed, is in compliance with the Florida Energy Code. OWNERIAGENT: DATE: Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: 1 Predominant glass type. For actual glass type and areas, see Summer r?< Winter Glass output on pages 2&4. EnergyGauge® (Version: FLRCSB v4.5) Cap: 30.0 kBtu/hr _ SEER: 13.00 Cap: 30.0 kBtu/hr _ HSPF: 7.70 Cap: 50.0 gallons EF: 0.90 LLI FORM 60OA-2004R EnergyGauge® 4.5 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: Lot 9 Poinsetta Ave Princeton Place, Sanford, Fl, PERMIT #: I BASE AS -BUILT GLASS TYPES 18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X SPM X SOF = Points 18 1381.0 24.35 6053.0 1.Single,U=1.27,Clear E 1.5 4.0 9.0 63.95 0.82 472.0 2.Single,U=1.27,Clear E 1.5 6.0 15.0 63.95 0.92 879.0 3.Single,U=1.27,Clear E 1.5 5.0 9.0 63.95 0.88 506.0 4.Single.U=1.27,Clear S 7.0 6.0 15.0 48.21 0.54 391.0 5.Singfe,U=1.27,Cfear S 1.5 6.0 15.0 48.21 0.67 628.0 6.Single,U=0.90,Clear W 1.5 7.6 80.0 58.03 0.95 4408.0 As -Built Total: 143.0 7284.0 WALL TYPES Area X BSPM Points Type R-Value Area X SPM = Points Adjacent 0.0 0.00 0.0 1. Concrete, Ext Insul, Exterior 4.0 1168.2 0.50 584.1 Exterior 1168.2 1.90 2219.6 Base Total: 1168.2 2219.6 As -Built Total: 1168.2 584.1 DOOR TYPES Area X BSPM Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 1.Exterior Wood 20.0 7.20 144.0 Exterior 20.0 4.80 96.0 Base Total: 20.0 96.0 As -Built Total: 20.0 144.0 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Attic 1381.0 2.13 2941.5 1. Under Attic 30.0 1381.0 2.13 X 1.00 2941.5 Base Total: 1381.0 2941.5 As -Built Total: 1381.0 2941.5 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM = Points Siab 165.8(p) 31.8 5272.4 1. Stab -On -Grade Edge fnsufation 0.0 165.8(p 31.90 5289.0 Raised 0.0 0.00 0.0 Base Total: 5272.4 As -Built Total: 165.8 5289.0 INFILTRATION Area X BSPM Points Area X SPM = Points 1381.0 14.31 19762.1 1381.0 14.31 19762.1 EnergyGauge® DCA Form 60OA-2004R EnergyGauge®/FlaRES'2004 FLRCSB v4.5 FORM 60OA-2004R EnergyGauge® 4.5 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: Lot 9 Poinsetta Ave Princeton Place, Sanford, Fl, PERMIT #: I BASE AS -BUILT Summer Base Points: 25799.8 Summer As -Built Points: 26426.7 Total Summer X System Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points System - Points) DM x DSM x AHU) sys 1: Central Unit 30000btuh ,SEER/EFF(13.0) Duds:Unc(S),Unc(R),Int(AH),R6.0(INS) 25427 1.00 1.09 x 1.150 x 0.90) 0.260 1.000 7437.6 25799.8 0.3250 8384.9 25426.7 1.00 1.125 0.260 1.000 7437.6 EnergyGauge7/ DGA Form 60OA-2004R EnergyGauge®/FlaRES'2004 FLRCSB v4.5 FORM 60OA-2004R EnergyGauge® 4.5 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: Lot 9 Poinsetta Ave Princeton Place, Sanford, FI, PERMIT #: I BASE AS -BUILT GLASS TYPES 18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF = Point 18 1381.0 9.11 2265.0 1.Single,U=1.27,Clear E 1.5 4.0 9.0 12.13 1.04 113.0 2.Single,U=1.27,Clear E 1.5 6.0 15.0 12.13 1.02 185.0 3.Single, U=1.27,Clear E 1.5 5.0 9.0 12.13 1.03 111.0 4.Single, U=1.27,Clear S 7.0 6.0 15.0 9.67 1.98 286.0 5.Single,U=1.27,Clear S 1.5 6.0 15.0 9.67 1.05 152.0 6.Single,U=0.90,Clear W 1.5 7.6 80.0 9.45 1.01 760.0 As -Built Total: 143.0 1607.0 WALL TYPES Area X BWPM Points Type R-Value Area X WPM = Points Adjacent 0.0 0.00 0.0 1. Concrete, Ext Insul, Exterior 4.0 1168.2 2.40 2803.7 Exterior 1168.2 2.00 2336.4 Base Total: 1168.2 2336.4 As -Built Total: 1168.2 2803.7 DOOR TYPES Area X BWPM Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 1.Exterior Wood 20.0 7.60 152.0 Exterior 20.0 5.10 102.0 Base Total: 20.0 102.0 As -Built Total: 20.0 152.0 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM X WCM = Points Under Attic 1381.0 0.64 883.8 1. Under Attic 30.0 1381.0 0.64 X 1.00 883.8 Base Total: 1381.0 883.8 As -Built Total: 1381.0 883.8 FLOOR TYPES Area X BWPM Points Type R-Value Area X WPM = Points Slab 165.8(p) 1.9 315.0 1. Slab -On -Grade Edge Insulation 0.0 165.8(p 2.50 414.5 Raised 0.0 0.00 0.0 Base Total: 315.0 As -Built Total: 165.8 414.5 INFILTRATION Area X BWPM Points Area X WPM = Points 1381.0 0.28 386.7 1381.0 -0.28 386.7 EnergyGauge® DCA Form 60OA-2004R EnergyGaugeOfFlaRES'2004 FLRCSB v4.5 FORM 60OA-2004R EnergyGauge® 4.5 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: Lot 9 Poinsetta Ave Princeton Place, Sanford, FI, PERMIT #: I BASE AS -BUILT Winter Base Points: 4885.5 Winter As -Built Points: 5474.3 Total Winter X System = Heating Total X Cap X Duct X System X Credit Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points System - Points) DM x DSM xAHU) sys 1: Electric Heat Pump 30000 btuh ,EFF(7.7) Ducts:Unc(S),Unc(R),Int(AH),R6.0 5474.3 1.000 1.078 x 1.160 x 0.92)0.443 1.000 2791.5 4885.5 0.5640 2706.6 5474.3 1.00 1.150 0.443 1.000 2791.5 EnergyGaugeTM DCA Form 60OA-2004R EnergyGauge®/FlaRES'2004 FLRCSB v4.5 FORM 60OA-2004R EnergyGauge® 4.5 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details I ADDRESS: Lot 9 Poinsetta Ave Princeton Place, Sanford, FI, PERMIT #: l BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2460.00 7380.0 50.0 0.90 3 1.00 2514.67 1.00 7544.0 As -Built Total: 76".0 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling Points Heating + Hot Water = Total Points Points Points 8385 2707 7380 18472 7438 2792 7544 17773 PASS EnergyGauge"' DCA Forth 600A-2004R EnergyGauge®1FIaRES'2004 FLRCSB v4.5 FORM 60OA-2004R EnergyGaugeO 4.5 Code Compliance Checklist Residential Whole Building Performance Method A - Details I ADDRESS: Lot 9 Poinsetta Ave Princeton Place, Sanford, Fl, PERMIT #: I 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/s .ft. window area; .5 cfm/s .ft. door area. Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows/doors & frames, surrounding 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 barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier, gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavi 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 clearly marked cir breaker electric or cutoff as must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides. Common ceiling & floors R-11. EnergyGaugeTm DCA Form 60OA-2004R EnergyGaugeOfFlaRES'2004 FLRCSB v4.5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 86.7 The higher the score, the more efficient the home. Lot 9 Poinsetta Ave Princeton Place, 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 a worst case? Yes 6. Conditioned floor area (ft') 1381 ft' _ 7. Glass type I and area: (Label regd. by 13-104.4.5 if not default) a. U-factor: Description Area or Single or Double DEFAULT) 7a.(Sngle, U=0.9) 80.0 ft' b. SHGC: or Clear or Tint DEFAULT) 7b. (Clear) 143.0 ft' _ 8. Floor types a. Slab -On -Grade Edge Insulation R-0.0, 165.8(p) ft _ b. N/A c. N/A 9. Wall types a. Concrete, Ext Insul, Exterior R=4.0, 1168.2 ft' _ b. N/A c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic R=30.0, 1381.0 ft' _ b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AH: Interior Sup. R=6.0, 190.0 ft _ b. N/A 12. Cooling systems a. Central Unit 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 of New Home: City/FL Zip: Cap: 30.0 kBtu/hr _ SEER: 13.00 Cap: 30.0 kBtu/hr _ HSPF: 7.70 Cap: 50.0 gallons _ EF: 0.90 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 EPA/DOE EnergyStar""designation), your home may qualify for energy efficiency mortgage (EEA) 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. ucfedu for information and a list ofcertified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department ofCommunity Affairs at 8501487-1824. 1 Predominant glass type. For actual glass type and areas see Summer & Winter Glass output on ages 2&4. nergyGaugeO (Version: FRCSRB v4.5) i Project SummaryJob: 2- Date: 2-2626-2007 Entire House OFFICE By: R W Kicklighter Greenwich Construction LLC 2404 N Rio Grande Ave. Orlando. FI For: Lot 9 Poinsetta Ave Princeton Place, Sanford, FPLANSLANS R EVI y ID Notes: CITY OF SANFORD Weather: Orlando, FL, US Winter Design Conditions Outside db 38 OF Inside db 68 OF Design TD 30 OF Heating Summary Structure 13834 Btuh Ducts 353 Btuh Central vent (22 cfm) 726 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 14914 Btuh Infiltration Method Construction quality Fireplaces Simplified Average 0 Heating Cooling Area (W) 1381 1381 Volume (W) 11048 11048 Air changes/hour 0.45 0.23 Equiv. AVF (cfm) 83 42 Heating Equipment Summary Make Trade Model Efficiency Heating Input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 80 AFUE 0 Btuh 0 Btuh 0 OF 594 cfm 0.042 cfm/Btuh 0.00 in H2O Summer Design Conditions Outside db 96 OF Inside db 75 OF Design TD 21 OF Daily range M Relative humidity 50 Moisture difference 49 gr/lb Sensible Cooling Equipment Load Sizing Structure 12769 Btuh Ducts 549 Btuh Central vent (22 cfm) 508 Btuh Blower 0 Btuh Use manufacturer's data n Rate/swing multiplier 1.01 Equipment sensible load 13965 Btuh Latent Cooling Equipment Load Sizing Structure 1400 Btuh Ducts 146 Btuh Central vent (22 cfm) 730 Btuh Equipment latent load 2276 Btuh Equipment total load 16241 Btuh Req. total capacity at 0.70 SHR 1.7 ton Cooling Equipment Summary Make Trade Cond Coil Efficiency Sensible cooling Latent cooling Total cooling Actual air flow Air flow factor Static pressure Load sensible heat ratio Solitalic values have been manually overridden Printout certified by ACCA to meet all requirements of Manual J 8th Ed. 0 EER 0 Btuh 0 Btuh 0 Btuh 594 cfm 0.045 cfm/Btuh 0.00 in H2O 0.86 W r"i4g HtSOft Right Suite Residential 6.0.88 RSR25092 2007-M3y"03 11:15:24 F\Program Files\Wrightsofl HVAC\2007-58 rrp Celc = W8 Orientation = N Pane 1 EM Right-J Worksheet Job: 2007-68 Entire House Date: 2-26-2007 By: R W Klcklighter Greenwich Construction LLC 2404 N Rio Grande Ave, Orlando, FI 1 Room name Entire House Whole House 2 Exposed wall 165.8 ft 165.8 ft 3 Ceiling height 0.0 ft d 8.0 ft heat/000l 4 Room dimensions 0.0 x 0.0 ft 5 Room area 0.0 ft' 0.0 ft' Ty Construction U-value Or HTM Area (111) Load Area (ft2) Load number Btuh/W--'F) Btuh/ft2) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 1h 13A4ocs 0.143 n 4.29 3.29 458 425 1825 1399 458 425 1825 1399 1Attom 1.270 n 38.10 36.74 9 0 343 331 9 0 343 331 1A-clom 1.270 n 38.10 36.74 15 0 571 551 15 0 571 551 IA-c1om 1.270 n 38.10 36.74 9 0 343 331 9 0 343 331 Vh13A-4ocs11 0.143 a 4.29 3.29 205 155 664 509 205 155 664 509 IA-clom 1.270 a 38.10 79.76 15 14 571 576 15 14 571 576 1A-c1 om 1.270 a 38.10 79.76 15 1 571 1165 15 1 571 1165 11 DO 0.390 a 11.70 13.34 20 20 234 267 20 20 234 267 t-G4.2913A4ocs0.143 s 3.29 458 378 1622 1243 458 378 1622 1243 lA-clovd 0.900 s 27.00 30.41 80 80 2160 2199 80 80 2160 2199 W 13A4ocs 0.143 w 4.29 3.29 205 205 879 674 205 205 879 674 C 16B-30ad 0.032 0.96 1.85 1381 1381 1326 2550 1381 1381 1326 2550 F 22A-tph 1.358 40.74 0.00 166 0 0 0 166 0 0 0 6 c) AED excursion 0 0 Envelope loss/gain 11110 11795 11110 11795 12 a) Infiltration 2724 975 2724 975 b) Room ventilation O 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances ® 1200 0 0 0 0 Subtotal (lines 6 to 13) 13834 12769 138341 12769 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 13834 12769 13834 12769 15 Dud loads 3% 4% 353 549 3% 4% 353 549 Total room load 14187 13318 14187 13318 Air required (dm) 594 594 1 1 594 594 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. lawrxgF tsoR Right-SuileResidentia18.0.BBRSR25092 2007-May-0311:15:24 k F:\Progrem Files\Wrightson HVAC\2007-59.rrp Calc = MA Orientation = N Page 1 25' Not valld without the slgnatur rat sad seal of a Florid Ilcan maDDer. Addition- an d letlostetc15orrepoisytherMgqtt party or arrtle la rq f?d crosent of the /Icn no loartvllllllo Boundary Survey Of Lot 9 PRINCETON PLACE Plat Book 71, Page 46, Seminole County, Florida fNorthwest corner Lot 7 6 O 6 v Edge of pavement Lot 8 S89' 29' 46' E 104. 93' 7.5' Drainage Easement v O I EOH Light pole ^ I W 3 I UmLot9 O VACANT mLf'a LN IOO U1 rn I J 7.5' Drainage Easement N89'29'46'W 104.95' Lot 10 25' OO 6 3 0 N N O En Lot 5 Lot 4 Lot 3 Legend Recovered 4'x4' Concrete Monument LB6300 Set 4'x4' Concrete Monument #LB6300 This Survey Certified To: Recovered Nail 6 Disk as shown JKK Land Holdings, LLCx = Recovered X Cut in concrete 0 • Recovered 112' Iron Rod LB6300 Set 1/2' Iron Rod oLB6300 0-= Light Pole as shown 6'Wood Fence —X—-4'Chain link fence Fence as shown Concrete Slab A'Central Angle L•Arc R•Radius R/M•Right of NayA/C -Air Conditioner (R)•Radial (NR)-Non-Radial Bearings are based on theP)=Plat (M)-Measured (C)-Calculated (D)=Deed centerline of Princeton PlacePOB•Polnt of Beginning POC-Point of Commencement as being NOO'23'28'E, per plat d the anginal SCALE: t'= 30' POL-Point On Line surveyor no This Survey is cert!ficd to and prepared for the Legal Description furnished bysurveymaps, REVIEWED BY: MWS sole and exclusive benefit of the entities and/ client (unless otherwise noted) re swrigninitcegutn DRAWN BY: SAW or Individuals listed and shall not be relled onrilss. by any other entity or Individual whomsoever. This Is to certify that I DATE: November if, 2006 have reviewed the FloodUndergroundfoundationsand/or Improvements were Insurance Rating Map (FIRM), not located as a part of this survey. Panal Number f20294 0045 E. Michael N. Solt!.A tM -445P, JOB NO.: 20871-9 Dated 4/17/95 and determinedFortheFirmofA;;monte surveying Lands shown hereon were not abstracted for rl hts that the lands shown hereonandPlatting, Inc. La6300 U date: 2-05-07 9 tPofwaysand/or easements of public records. Iles in Flood Zone 'X'. M0. 1091iT[E Q101Ed[ETOm[E M M M DOdIII TraTrnmCp nmrE 435 Douglas Avenue, Sulte 1505 F to Phone ( 407) 862-7555 Altamonte Springs, Fl or l da 32714 Fax (407) 862-6229 i IIF0©a' 24748 Job No: 317886 Building Bid No: M11707 Supply ENGINEERING COVER SHEET aWoMUYC=PWY Project: Model CAPTIVA II Y ^ Sold To: John Kurzon Inc. Ship To: Lotl&oc (/Sub: 9, , Princeton Place City/County: Sanford , Seminole Co Design Code Design Software Wind Speed IFBC2004/TP12002 IMitek 20/20 6.500 1120 mph Design Method: I Roof Load Floor Load IMWFRS/C-C Hybrid Wind ASCE 7-02 140 psf Engineer or Professional of Record: Michael A. Thompson --PO Box 580937, Orlando FL PE#47509 This package includes 19 individual, dated Truss Design Drawing(s). Page 1 of 1. F1D Seq No Date ID Seq No Date ID Seq No Date ID Seq No Date a01 3010708 2/26/2007 ja06 3010713 2/26/2007 jcj1v 3010718 2/26/2007 jej7 3010723 2/26/2007 ja02 3010709 2/26/2007 jb01 3010714 2/26/2007 jcj3 3010719 2/26/2007 jej7v 3010724 2/26/2007 ja03 3010710 2/26/2007 jb02 3010715 2/26/2007 jcj3v 3010720 2/26/2007 jkj7 3010725 2/26/2007 ja04 ja05 3010711 3010712 2/26/2007 2/26/2007 11cil jc01 3010716 13010717 3/5/2007 2/26/2007 jcj5 cj5v 3010721 3010722 2/26/2007 2/26/2007 Jkj7v 3010726 2/26/2007 OFFICE P 4S IREVIEVVED CITY OSANF®RDF Steven P. Lieberman, P.E. (Truss Design Engineer; FL PE License # 58912); Stock Building Supply.; 220 W. Brandon Blvd.; Suite #204; Brandon, FL 33511 (813) 571-0870 The truss drawing(s) referenced above have been prepared under my direct supervision based on the parameters provided by Stock Building Supply. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. UNLESS NOTED ABOVE, THERE IS NO STRUCTURAL ENGINEER Of RECORD AT THE TIME THESE DRAWINGS WERE SEALED NOTE: The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of the component for any particular building is the responsibility of the building designer, per ANSI/TPI-2002 Sec.2. 0310512007 Job Truss Truss Type QtV Py KURZON - CAPTIVA II 1 BILL 317886 A01 ROOF TRUSS 1I 1 1Job Reference (optional) Stock Building Supply, Sanford, FL 32771 6.500 s Dec 14 2006 MiTek Industries, Inc. Mon Mar 05 15:38:29 2007 Page 1 1-6-0 , 7-1-8 12-10-0 18-6-8 25-8-0 27-2-0 , 1-6-0 7-1-8 5-8-8 5-8-8 7-1-8 1-&0 Scale - 1:45.7 30 = 4x6 = 30 II 3.00 12 7-1-8 13-2-0 18-6-8 25-8-0 16 LOADINQpsf) f T SPACING'* 210-0* R CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.58 Vert(LL)-0.0611-13 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.70 Vert(TL)-0.1811-13 >843 240 BCLL 0.0 Rep Stress Incr NO WB 0.74 Horz(TL) 0.03 11 n/a n/a BCDL 10.0 Code FBC2004/TP12D02 Matrix) Wind(LL) 0.0811-13 >999 240 Weight: 142lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-14 oc purlins. Except: BOT CHORD 2 X 4 SYP No.2 *Except* 6-G-0 oc bracing: 3-10 B2 2 X 4 SYP No.3 BOT CHORD Rigid ceiling directly applied or 3-2-15 oc bracing. Except: WEBS 2 X 4 SYP No.3 4-9-0 oc brddng: 7-14 1 - Ply REACTIONS(lb/size) 2=192/13-2.0, 15=2167/13-2.0, 11=684/0-8.0, 16=1166/13-2-0 Max Horz 2=105(LC 4) Max Uplift2=-176(LC 5), 15=-534(LC 5), 11=-417(LC 6), 16=-478(LC 5) Max Grav 2=223(LC 9), 15=2167(LC 1), 11=687(LC 10), 16=1211(LC 9) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/39,2-17=-107/313,3-17--83/413,3.4=-28D/933,4-6= 249/982,3-5=-542/338, 5-7=-542/338, 7-9--808/417,9-10=-808/417, 6.8=-275/1067,8-10=-306/1031, 1D-18=-1319/596, 11-18=-1493/582, 11-12=0/36 BOT CHORD 2-16=-282/193, 15.16=-82/74,14-15 2071/612,7-14=-1500/513, 13-14=-338/1125, 11-13=-391/1306 WEBS 7-16=-242/136, 6-7=-1187/373, 8-9=-57/51, 4.5=-28/45, 10-13=-270/1030, 10.14=-1293/503, 3-16=-368/246 NOTES (10-11) 1) Unbalanced roof liveloads have been considered for this design. 2) Wind: ASCE 7-02; 120mph (3-seoond gust); h=30ft; TCDL=4.2psf; BCDL=6.Opsf; Category 11; Exp B; endosed; MWFRS gable end zone; Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Bearing at joint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 176 lb uplift at joint 2, 534 lb uplift at joint 15, 417 lb uplift at joint 11 and 478 lb uplift at joint 16. 7) Design assumes 4x2 (flatorientation) purlins at oc spadng indicated, fastened to truss TC w/ 2-10d nails. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 513 lb down and 286 lb up at 18-6-8, and 513 lb down and 286 lb up at 7.0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) Segn:3010708, Date:2/26/2007 11) Jacks framing into horizontal top chord will act as bracing from 3-10. LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pin Vert: 1-3--60, 3-6=-60, 3-10=-65(F), 6-10=-60, 10-12— 60, 2-16=-20, 15.16=-42(F=-22), 13-14=-42(F=-22), 11-13=-20 Concentrated Loads (lb) Vert: 13=-513(F) 16=-513(F) 0310512007 Truce Design Englnem: Steven Lleeennen, P.E. (FL Lkxrtm a 58912) Stock Bulking Supply 220 W. Bmndon Blvd.: Suite 204, Brenton. FL 33511 lob' TNssType Qb PN KURZON - CAPTIVA II /BILL 317886 TAO ROOF TRU55 16 1 Job Reference o I Stock Building Supply, Sanford, FL 32771 6.5uu s wec 19 LWO mi ick nn cu5uie5, im. ron ror 05 l5:38:30 2007 rage 1 6-7-11 12-10-0 19-0-5 25-8-0 27-2-0 , 1-&0 6-7-11 6-2-5 6-2-5 6-7-11 1-6-0 Scale = 1:44.3 4x10 = 4x6 % '" 6-7-11 12-10-0 19-0-5 25-8-0_ 6-7-11 6-2-5 6-2-5 6-7-11 LOADINQpsf) 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) -0.19 9 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.63 Vert(TL) -0.51 8-9 >593 240 BOLL 0.0 Rep Stress Incr YES WB 0.53 Horz(TL) 0.37 6 n/a n/a BCDL 10.0 Code FBC20D4/TPl2002 Matrix) Wind(LL) 0.20 8-9 >999 240 Weight: 115 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3-3.13 oc pur(bu. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 7-11.7 oc bracing. WEBS 2 X 4 SYP No.3 1 - Ply REACTIONS(lb/size) 2-1110/0-8-0, 6=1110/0.8-0 Max Hors 2-105(LC 5) Max Uplift2=-032(LC 6), 6=-432(LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/36, 2-11=-3026/826, 11-12=-2939/837, 3-12=-2863/849, 3-13--2183/637, 4-13--2098/649, 4-14=-2098/649, 5-14=-2183/637, 5-15=-2863/849, 15-16=-2939/837, 6-16=-3026/826, 6-7=0/36 BOT CHORD 2-10=-612/2677, 9-10=-614/2676,8.9=-614/2676, 6-8=-612/2677 WEBS 3-10=0/257, 3-9=-771/368, 4-9=-260/1497, 5-9=-771/376, 5-8=0/257 NOTES (6) 1) Unbalanced roof live 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 g§ble end zone and C-C Exterior(2) -1-6-0 to 1-6-0, Interior(1) 1-6-0 to 9.10-0, Extedor(2) 9-10-0 to 12-1D-0, Interior(1) 15-10-0 to 24-2-0 zone; Lumber DOL=1.33 plate grip DOL=1.33. This truss is designed for C-C for members andforces, and for MWFRS for reactions specified. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Bearing at joint(s) 2, 6 considers parallel to grain value using 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 432 lb uplift at joint 2 and 432 lb uplift at Joint 6. 6) Segn:3030709, Date:2/26/2007 LOAD CASE(S) Standard 0310512007 Tru. Deign Englnoer: Straw, Lieberman, P.E. (FL Lkxrue p 58012) SWA Building Supply 220 W. Brandon BNd : She 201, Brandon, FL 33511 lob Truss Truss Type - Qty Ply KURZON - CAPTIVA II / BILL 317886 A03 ROOF TRUSS 3 1 Job Reference (optional) Stock Building Supply, Sanford, FL 32771 6.5w s Dec 14 2U06 mileK Inbu5U1e5, Inc. Mort mar US 15:la:s[ euul Page 1 6-7-11 12-10-0 19-0-5 ,___ 25-8-0 1 27-2-0 6-7-11 6-2-5 4x10 = 6-2-5 6-7-11 1-6-0 Scale - 1:42.0 4x6 % "o 6-7-11 12-10-0 19-0-5 25-8-0 6-7-11 6-2-5 6-2-5 6-7-11 LOADINQpsf) SPACING 2.0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.45 Vert(LL) -0.20 7-8 >999 360 MT20 244/190 TCOL 10.0 Lumber Increase 1.25 BC 0.69 Vert(TL) -0.51 7-8 >586 240 BCLL 0.0 Rep Stress Incr YES WB 0.56 Horz(TL) 0.37 5 n/a r1/a BCDL 10.0 Code FBC2004/rPI2002 Matrix) Wind(LL) 0.22 7-8 >999 240 Weight: 112lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-15 oc purlins. SOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6-11-0 oc bracing. WEBS 2 X 4 SYP No.3 1-Pry REACTIONS(lb/size) 1=996/0-8.0, 5=1114/0.8-0 Max Hors 1=-129(LC 4) Max Upliftl=-301(LC 6), 5=-434(LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOPCHORD 1-10=-3083/974, 10.11=-2996/975, 2.11--2920/988, 2-12=-2199/667, 3.12=-2113/688, 3-13=-2112/686, 4-13=-2198/675, 4-14=-2879/890, 14-15=-2955/877, 5-15=-3042/867, 5-6=0/36 BOT CHORD 1.9— 753/2734,8-9=-751/2731,7-8=-651/2690,5-7=-649/2691 WEBS 2-9=0/261, 2-8=-812/420, 3-8=-301/1512, 4-8=-771/377, 4-7=0/257 NOTES (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 120mph (3-seoond gust); h=30ft; TCDL=4.2psf; BCDL=6.Opsf; Category II; Exp B; enclosed; MWFRS gable end zone and C-C Exterior(2) 0-4-0 to 3-4-0, Interlor(1) 3-4-0 to 9.10.0, Exterior(2) 9-10-0 to 12-10-0, Interior(1) 15.10-0 to 24-2-0 zone; Lumber DOL=1.33 plate grip DOL=1.33. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 3) Thistruss has been designed for a 10.0 psf bottom chord live load nonooncurrent with any other live loads. 4) Bearing at joint(s) 1, 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 301 lb uplift at joint 1 and 434 lb uplift at joint 5. 6) Segn:3010710, Date:2/26/2007 LOAD CASE(S) Standard 0310512007 Trues Design Enginoar: Stavin Lieberman, P.E. (FL Ucorc o 0 58912) StockBuilding Supply 220 W. 8mndon BNd.; Sufts 204, Bmndon, FL 33511 Sob Truss Truss Type Qry PN KURZON - CAPTIVA II / BILL 317886 A04 ROOF TRUSS 1 1 lob Reference o I Stock Building SuppN, Sanford, FL 32771 6.500 s Dec 14 2006 Mrrek Industries, Inc. Mon Mar 05 15:38:33 2007 Page 1 1-6-0 , 5-10-4 11-0-0 14-8-0 , 19-9-12 25-8-0 27-2-0, 1-6-0 5-10-4 5-1-12 3-8-0 5-1-12 5-10-4 1-6-0 Scale = 1:45.0 4x6 = 4x6 = 5-10-4 11-1-8 , 14-6-8 19-9-12 25-8-0 5-10-4 5-3-4 3-5-0 5-3-4 5-10-4 LOADINQpsf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.34 Vert(LL) -0.20 9-10 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.59 Vert(TL) -0.49 9-10 >609 240 BOLL 0.0 Rep Stress Incr YES WB 0.32 Horz(TL) 0.35 7 n/a n/a BCDL 10.0 Code FBC2004/TPI2002 Matrix) Wind(LL) 0.2111-12 >999 240 Weight: 114 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3-5-2 oc pudins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 7.0-10 oc bracing. WEBS 2 X 4 SYP N0.3 1 - Ply REACTIONS(lb/size) 2=1110/0-8-0, 7=1110/0-8.0 Max Horz 2= 89(LC 4) Max Upl1ft2=-430(LC 6), 7=-430(LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/36, 2.13=-3034/1004, 3-13=-2955/1024, 3-14--2378/839, 4-14=-2308/856, 4-5=-2096/840, 5-15=-2308/856, 6-15=-2378/839, 6.16=-2955/1024, 7-16=-3034/1004, 7-8=0/36 BOT CHORD 2-12=-773/2678, 11-12=-780/2681, 10-11=-488/2096, 9.10=-780/2681, 7-9=-773/2678 WEBS 3-12=0/224, 3-11=-642/313, 4-11=-161/773, 5-10=-161/773, 6.10=442/322, 6-9=0/224 NOTES (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 120mph (3-second gust); h=30ft; TCDL=4.2psf,, BCDL=6.Opsf; Category II; Exp B; enclosed; MWFRS gable end zoneand C-C Exterior(2) -1.6.0 to 1-6-0, Interior(1) 1-6-0 to 6.9-1, Exterior(2) 6.9-1 to 18.10-15, Interior(1) 18.10-15 to 24-2.0 zone; Lumber DOL=1.33 plate grip DOL-1.33. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Bearing at joint(s) 2, 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (try others) of truss to bearing plate capable of withstanding 430 lb uplift at joint 2 and 430 lb uplift at Joint 7. 7) Segn:3010711, Date:2/26/2007 LOAD CASE(S) Standard 0310512007 Tree Dosign Engineer. Steven Lieberman, P.E. (FL Lkerue 0 58012) Stook Bulkfkg Suppty 220W. Brandon Blvd.; Suite 204. Brandon, FL 33511 Job Truss Truss Type Qty Ply KURZON - CAPTIVA II / BILL 317886 A05 ROOF TRUSS 1 1 IJob Reference (optional) Stock Building Supply, Sanford, FL 32771 6.500 s Dec 14 2006 M rek Industries, Inc. Mon Mar05 15:38:35 2007 Page 1 1-6-0 , 5-3-1 9-0-0 16-8-0 20-4-15 25-8-0 27-2-0 , 1-6-0 5-3-1 3-8-15 7-8-0 3-8-15 5-3-1 1-6-0 Scale = 1:45.0 5x8 = Sx10 = 3.00112 ..._ . 9-1-8 16-6-8 , 25-8-0 9-1-8 7-5-0 9-1-8 LOADINQpsf) SPACING 2-0-0 CSI DEFL in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.50 Vert(LL) -0.19 9-10 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.61 Vert(TL) -0.53 7-9 >564 240 BOLL 0.0 Rep Stress Incr YES WB 0.25 Horz(TL) 0.34 7 n/a r1/a BCDL 10.0 Code FBC2004/TPI2002 Matrix) Wind(LL) 0.24 9-10 >999 240 Weight: 115 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directlyapplied or 3.4-12 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 6.8.0 oc bracing. WEBS 2 X 4 SYP No.3 I - Ply REACTIONS(lb/size) 2=1110/0-8-0, 7=1110/0-8-0 Max Hors 2=81(LC 6) Max Uplift2=-032(LC 6), 7--432(LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/36,2-11--2905/1116,3-11--2834/1131, 3-12--2695/995,4-12--2597/1006,4-5=-2422/979, 5-13=-2599/1008, 6-13=-2696/997,6-14=-2836/1132,7-14=-2907/1117, 7-8=0/36 BOT CHORD 2-10=-872/2569, 9.10=-674/2423,7-9=-872/2571 WEBS 3-10=-110/247, 4-10=-123/793, 5-10=-195/193, 5-9=-124/795, 6-9=-111/255 NOTES (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 120mph (3-seoond gust); h=30ft; TCDL-4.2psf; BCDL=6.Opsf; Category II; Exp B; enclosed; MWFRS gable end zone and C-C Extedor(2) -1-6-0 to 1-6-0, Interlor(1) 1-6-0 to 4-9.1, Exterior(2) 4.9-1 to 20-8-6, Intedor(i) 20-8-6to 24-2-0 zone; Lumber DOL=1.33 plate grip DOL=1.33. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Bearing at joint(s) 2, 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (try others) of truss to bearing plate capable of withstanding 432 lb uplift at joint 2 and 432 lb uplift atjoint 7. 7) Segn:3010712, Date:2/26/2007 LOAD CASE(S) Standard 0310512007 Truss Design Engineer: Stowe Liobmmnn, P.E. (FL Uc— 0 58012) Stock Building Supply 220 W. Brandon Bhd.: Suite 204, Bmndw. FL 33511 Job Truss Truss Type QtYPy CAPTIVA II /BILL 317886 A06 ROOF TRUSS 1 J,KURZOIN Reference o I Stock BUikling Supply, Sanf0r(l, FL Jl//1 —,Q.jo cwf ray. a 1-6-0 7-" 12-10-0 18-8-0 25-8-0 27-2-0 1-6-0 7-" 5-10-0 5-10-0 7-" 1-6-0 Scale = 1:45.0 4x10 = 3.00 12 2x4 11 4x10 = 7-3-0 12-10-0 , 18-5--0 _, 25-8-0 7-3-0 5-7-0 5-7-0 7-3-0 LOADINQpsf) SPACING 2-0-0 CSI DEFL In (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.57 Vert(LL) -0.28 9 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.67 Vert(TL) -0.68 8-9 >442 240 BCLL 0.0 Rep Stress Incr NO WB 0.30 Horz(TL) 0.40 6 n/a n/a BCDL 10.0 Code FBC2004/TPI2002 Matrix) Wind(LL) 0.40 9 >747 240 Weight: 218lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 4-7-14 oc purlins. BOT CHORD 2 X 4 SYP No.2 SOT CHORD Rigid ceiling directly applied or 7-9.4 oc tracing. WEBS 2 X 4 SYP No.3 2-Ply REACTIONS(lb/size) 2=2004/0-8-0, 6=2004/0-8-0 Max Horz 2=81(LC 5) Max Uplift2=-1146(LC 5), 6=-1146(LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/36, 2-11=-6449/3441, 3-11=-6277/3454, 3-12=-7279/4068, 12-13=-7279/4068, 4-13= 7279/4068, 4-14=-7279/4068, 14-15=-7279/4068, 5-15=-7279/4068, 5-16=-6277/3385, 6-16=-6449/3371, 6-7=0/36 BOT CHORD 2-10=-3055/5776, 10-17=-3061/5835, 17-18=-3061/5835, 9-18=-3061/5835, 9.19=-2979/5835, 19.20=-2979/5835, 8-20=-2979/5835, 6-8=-2975/5776 WEBS 3-10=-807/1901, 3-9=-1137/1695, 4-9=-713/699, 5-9=-1089/1663, 5-8=-786/1901 NOTES (10) 1) 2-py truss to be connected together with 10d (0.131"x3") nails as follows: Topchords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except If noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply topy connections have been provided to distribute only bads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-02; 120mph (3-second gust); h=30ft; TCDL=4.2psf; BCDL=6.Opsf; Category 11; Exp B; enclosed; MWFRSgable end zone; LumberDOL=1.33 plate grip DOL=1.33. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) Bearing at joint(s) 2, 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 8) Provide mechanical connection (by others) oftruss to bearing plate capableofwithstanding 1146 lb uplift atjoint 2 and 1146 lb uplift atjoint 6. 9) Hanger(s) or other connection device(s) shall be provided sufficient to supportconcentrated load(s) 186 lb down and 254 lb upat 7-0-0, 111 lb down and 153 lb up at 9-0-12, 111 lb down and 153 lb up at 11-0-12, 111 lb down and 153 lb up at 12-1D-0, I11 lb down and 153 lb up at 14-7.4, and 111 lb down and 153 lb upat 16.7-4, and 226 lb down and 254 lb upat 18-8-0 on top chord, and 353 lb down and 141 lb up at 7-3-0, 92 lb down at 9-D-12, 92 lb down at 11-0-12, 92 lb down at 12-10-0, 92 lb down at 14-7-4, and 92 lb down at 16-7-4, and 353 lb down and 141 lb up at 18-5-0 on bottom chord. The design/selection of such connection device(s) Is the responsibility of others. 10) Segn:3010713, Date:2/26/2007 LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3--60, 3-5=-60, 5-7=-60, 2-10=-20, 8-10=-20, 6-8=-20 Concentrated Loads (lb) Vert:3=-186(B) 5=-186(B) 10=-316(B) 8=-316(8) 9=-46(B) 4=-111(B) 12=-i11(B) 13=-111(B) 14=-111(B) 15=-111(B) 17=-46(B) 18=-06(e) 19=-46(B) 20=-46(B) 0310512007 Truss Dmign Engineer. Stevan Llaba n, P.E. (FL Lkenso 058012) Stock BugdUV Supply 220 W. Brandon BFA : Suite 204, Bmndon, FL J3511 Job Truss Truss Type Qty Ply KURZON - CAPTIVA II / BILL 317886 B01 ROOF TRUSS 2I 1 1Job Reverence (optional) Stock Building Supply, Sanford, FL 32771 6.500 5 De[ 19 2006 Mrrek Industries, Inc. Mon Mar 05 15:38:38 Z007 Page 1 7-0-0 13-" _ 20-0-0 1 21-6-0 1-6-0 7-" 6-" 8xIO 5x8 = 3 10 11 4 2x4 11 3x4 = 7-0-0 7-" 13-0-0 20-0-0 7-" 6-0-0 7-M 1-6-0 Scale = 1:35.6 LOADINQpsf) SPACING 2-0-0 CSI DEFL In (loc) I/den L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.80 Vert(LL) -0.08 7-8 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.64 Vert(TL) -0.24 7-8 >987 240 BOLL 0.0 Rep Stress Incr NO WB 0.24 Horz(TL) 0.08 5 n/a n/a BCDL 10.0 Code FBC20D4/TP12002 Matrix) Wind(LL) 0.24 7-8 >972 240 Weight: 86 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 3-6-4 oc pudins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 4-5-13 oc bracing. WEBS 2 X 4 SYP No.3 1-Ply REACTIONS(lb/size) 2-1572/0-8-0, 5-1572/0-8-0 Max Horz 2=83(LC 5) Max Uplift2=-1209(LC 5), 5--1209(LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/40,2-9=-2712/2098,3.9=-2543/2111, 3-10=-2345/1961, 10.11=-2345/1961,4-11— 2345/1961,4-12=-2543/2112, 5-12--2713/2098, 5-6=0/40 BOT CHORD 2-8=-1787/2322,8-13=-18D4/2345, 13-14= 1804/2345,7-14=-1804/2345,5-7=-1752/2323 WEBS 3-8=-431/743,3-7=-97/125, 4-7--452/744 NOTES (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 120mph (3-second gust); h=30ft; TCDL=4.2psf; BCDL=6.Opsf; Category II; Exp B; enclosed; MWFRS gable end zone; Lumber DOL=1.33 plate grip DOL=1.33. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1209 lb uplift at joint 2 and 1209 no uplift at joint S. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 162 lb down and 227 lb up at 7-0.0, 111 no down and 150 no up at 9-0-12, and 111 lb down and 150 lb up at 10-I1.4, and 202 lb down and 227 lb up at 13.0.0 on top chord, and 378 It, down and 424 no up at 7-", 92 no down and 71 lb up at 9.0.12, and 92 It, down and 71 lb up at 10-11-4, and 378 lb down and 424 It up at 12-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the lass are noted as front (F) or back (B). 8) Segn:3010714, Date:2/26/2007 LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pif) Vert: 1-3=-60, 3-4=-60, 4-6= 60, 2-5— 20 Concentrated Loads (lb) Vert: 3=-162(F) 4=-162(F) 8=-370(F) 7=-370(F) 10=-111(F) 11=411(F) 13=-46(F) 14=-46(F) 0310512007 Trues Design Engineer. Sttr— Liobomtrtn, P.E. (FL Lit,— a 58912) Stock Bulkling Suppy220W. B—don Bhd.; Suite 204. 13—don, FL 33511 Job Truss Truss Type Qty Ply CAPTIVA II / BILL 317886 B02 ROOF TRUSS 2 1J,KURZON ob Refererx:e o canal bmcK tlattaulg SUPPLY, Samara, t•Ls[iii o.5uu s Lec i% Luuo m„eK mausmes, inc. mon mar U] 15:la:ay LW / vage L 1-6-0 4-9-4 1-6-0 4-9-4 9-0-0 11-0-0 15-2-12 4-2-12 2-0-0 4-2-12 4x6 = 4x6 = 4 5 3x4 = 3x4 = 9-0-0 11-0-0 1 20-0-0 9-0-0 2-0-0 9-0-0 4-9-4 1-6-0 Scale = 1:35.6 LOADIN(Jpsf) SPACING 2.0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.31 Vert(L-) 0.12 2-10 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.54 Vert(TL) 0.32 2-10 >716 240 BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(TL) 0.04 7 n/a n/a BCDL 10.0 Code FBC2004/TPI2002 Matrix) Wind(L-) 0.05 2-10 >999 240 Weight: 95lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 5-6.7 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SYP No.3 I - Pry REACTIONS(lb/size) 2=883/0-8-0, 7=883/0-8-0 Max Horz 2=84(LC 6) Max Uplift2= 379(LC 6), 7=-379(LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2-0/40, 2-11=-1248/534, 3-11=-1209/549, 3-12=-983/430, 4-12=-919/442, 4-5=-829/457, 5.13=-919/442, 6-13=-983/430, 6-14--1209/549, 7-14--1248/534, 7-8=0/40 BOT CHORD 2-10=-333/1060, 9-10=-143/829, 7-9=-333/1060 WEBS 3-10=-300/228,4-10=-28/274, 5-9=-28/274,6-9=-300/229 NOTES (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 120mph (3-second gust); h=30ft; TCDL=4.2psf; BCDL=6.Opsf; Category 11; Exp B; enclosed; MWFRS gable end zone and C-C Exterior(2) -1-6.0 to 1-6-0, Interior(1) 1.6.0 to 4-7-4, Exterior(2) 4-7-4 to 15-4-12, Interior(1) 15-4-12 to 18.6-0 zone; Lumber DOL-1.33 plate grip DOL=1.33. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 3) Provide adequate drainage toprevent water ponding. 4) This truss has been designedfor a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 379 lb uplift at joint 2 and 379 lb uplift atJoint7. 6) Segn:3010715, Date:2/26/2007 LOAD CASE(S) Standard 0310512007 Truax Design Engineer. Stevan Lieberman, P.E. (FL Liconae p 580t2) Stock Building Suppty 220 W. Bmrdon BF4.; Suite 204, Bmndon, FL 33511 Job Truss Truss Type Qty Ply KURZON - CAPTIVA II / BILL 317886 C01 ROOF TRUSS 5 1 Job Reference (Optional) x0cx Wilding buPPIY, Zamora, rL a[rrL ... . ...,.,., ..,.,,.., , ,,., , ..........,.. ... ....., 1-6-0 3-0-0 6-0-0 7-6-0 1-6-0 3-" 3-" 1-6-0 Sole = 1:13.7 2 2x4 = 3 3x4 = 6-0-0 2x4 = 4 5 it LOADINQpsf) SPACING 2-0.0 CSI DEFL in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.25 Vert(LL) -0.06 2-4 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.46 Vert(TL) 0.16 2-4 >437 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2004/TPI2002 (Matrix) Wind(LL) 0.21 2-4 >331 240 Weight: 24 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structuralwood sheathing directly appliedor6-0-0 oc pudins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1 - Ply REACTIONS(lb/size) 2=327/0-3-8, 4=327/0-3.8 Max Horz 2=-33(LC 7) Max Uplift2=-309(LC 6), 4=-309(LC 7) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/39, 2-3=-175/140, 3-4-175/140, 4.5=0/39 BOT CHORD 2.4=-11/106 NOTES (5) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-02; 120mph (3-second gust); h=30ft; TCDL=4.2psf; BCDL=6.Opsf; Category It; Exp B; enclosed; MWFRS gable end zone and C-C Exterior(2) zone; porch left and right exposed; Lumber DOL-1.33 plate grip DOL-1.33. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 309 lb uplift atjoint 2 and 309 lb uplift at joint 4. 5) Segn:3010716, Date:3/5/2007 LOAD CASE(S) Standard 0310512007 Truro Dwign Engineer. Stover Liebonnan, P.E. (FL Llc x 958912) St-k Building Supply 220W. Bmndon Blvd.; Suxo 204, Bmndon, FL 33511 Sob Truss Truss Type Qty PW KURZON - CAPTIVA II / BILL 317886 01 ROOF TRUSS 10 1 1lob Reference (optional) omwny aupp.y, xmwu, r..c... 1-6-0 0-11-0 1-6-0 0-11-0 3 Scale = 1:5.6 LOADIN(Jpsf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.39 Vert(LL) 0.00 2 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.02 Vert(TL) 0.00 2 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horc(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2004/TP12002 Matrix) Wind(LL) 0.00 2 >999 240 Weight: 6 lb LUMBER TOP CHORD 2 X 4 SYP N0.2 BOT CHORD 2 X 4 SYP No.2 1 - Ply REACTIONS(lb/size) 2=207/D-3-8, 4=9/Medwnical, 3=-54/Medwnical Max Horz 2=82(LC 6) Max Uplift2=-239(LC 6), 4— 8(LC 4), 3=-54(LC 1) Max Grav 2=207(LC 1), 4=18(LC 2), 3=86(LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1.2=0/39, 2-3=-52/91 GOT CHORD 2-4=0/0 BRACING TOP CHORD Structural wood sheathing directly applied or D-11-0 oc purlins. SOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES (5) 1) Wind: ASCE 7-02; 120mph (3-second gust); h=30ft; TCDL=4.2psf; BCDL=6.Opsf; Category 11; Exp B; enclosed; MWFRS gable end zone and C-C Comer(3) zone; porch left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (try others) of truss to bearing plate capable of withstanding 239 It, uplift at joint 2, 8 lb uplift at joint 4 and 54 lb uplift at Joint 3. 5) Segn:3010717, Date:2/26/2007 LOAD CASE(S) Standard 0310512007 Truss Design Engineer. Stewn Uebemmn, P.E. (FL License d 58012) Stork BuildingSupply 220 W. Bmndon BM.; Suite 204. Brandon, FL33511 Job Truss Truss Type Qty Ply KURZON - CAPTIVA II / BILL ' 317886 01V ROOF TRUSS 6I 1 1 lob Reference (optional) K MuCing wwly, ruoru, rL st//1 1-6-0 0-11-0 1-6-0 0-11-0 3 Scale - 1:5.6 LOADINQpsf) SPACING 2-0-0 CSI DEFL in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.38 Vert(LL) -0.00 2 >999 360 MT20 244/190 TCDL 10.0 Lumber increase 1.25 BC 0.01 Vert(TL) -0.00 2 >999 240 SCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 Na n/a BCDL 10.0 Code FBC20D4/TPI2002 Matrix) Wind(LL) 0.00 2 ...• 240 Weight: 6 lb LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 1-Ply REACTIONS(lb/size) 2=215/0.8.0, 4=8/Mechanical, 3=-63/Mechanical Max Horz 2=78(LC 6) Max Uplift2=-223(LC 6), 3=-63(LC 1) Max Grav 2=215(LC 1), 4=17(LC 2), 3=82(LC 6) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/32, 2-3--68/108 BOT CHORD 2-4=-3/3 BRACING TOP CHORD Structural wood sheathing directly applied or 0-11-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. NOTES (6) 1) Wind: ASCE 7-02; 120mph (3-second gust); h=30ft; TCDL=4.2psf; BCDL=6.Opsf; Category 11; Exp B; enclosed; MWFRS gable end zone and C-C Comer(3) zone; Lumber DOL=1.33 plate grip DOL-1.33. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 223 lb uplift at joint 2 and 63 lb uplift at joint 3. 6) Segn:3010718, Date:2/26/2007 LOAD CASE(S) Standard 0310512007 Trues Design Engineer. Stevan Lieberman, P.E. (FL Licence d58912) Stock Building Supply220W. Brandon Blvd.: Suite 201, Brandon, FL33511 Job Truss Truss Type Qty Ply KURZON - CAPTIVA II / BILL 317886 03 ROOF TRUSS 10 1 IJob Reference o I x euiwnlp=PPry'—um,"nurs U 1-6-0 , 2-11-0 1-6-0 2-11-0 1 2-11-0 1 Scale = 1:9.3 LOADINQpsf) SPACING 2-0-0 CSI DEFL In (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.43 Vert(LL) -0.00 2-4 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.18 Vert(TL) -0.01 2-4 >999 240 BOLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2004frP12002 Matrix) Wind(LL) 0.02 2-4 >999 240 Weight: 12lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathingdirectly applied or 2-11-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1 - Ply REACTIONS(lb/size) 3=51/Mechanical, 2=237/G-3.8, 4=27/Mechanical Max Harz 2=135(LC 6) Max Uplift3=-43(LC 6), 2=-219(LC 6), 4=-24(LC 4) Max Grav 3=51(LC 1), 2=237(LC 1), 4=54(LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/39, 2-3=-63/17 BOT CHORD 2-4=0/0 NOTES (5) 1) Wind: ASCE 7-02; 120mph (3-second gust); h=30ft; TCDL=4.2psf; BCDL=6.Opsf; Category 11; Exp B; enclosed; MWFRS gable end zone and C-C Comer(3) zone; porch left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 43 lb uplift at joint 3, 219 lb uplift atjoint 2 and 24 Ib uplift at joint 4. 5) Segn:3010719, Date:2/26/2007 LOAD CASE(S) Standard 0310512007 Truss Dmipn Erginmr.. Stoll Lieberman, P.E. (FL Licenso 0 58012) Stock BulklkgSupply 220 W. Smndon Bhd.: Sune 204, Bmndon, FL 33511 lob Truss Truss Type Qty Ply KURZON - CAPTIVA II / BILL 317886 03V ROOFTRUSS 6I 1 Job Reference (optional) block t3Ulwing bUpply, baMOrO, hl JLy/1 o.b1N 5 LCC 19 LWD MI CK 1noUSEne5, IM. nlprl Mar U> L];Jo:93 LW/ rage 1 1-6-0 2-11-0 Scale = 1:9.3 LOADINC(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.50 Vert(LL) 0.00 2-4 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.06 Vert(TL) 0.01 2-4 >999 240 BOLL 0.0 Rep Stresslncr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2004/TPI2002 Matrix) Wind(LL) 0.00 2 "•' 240 Weight: 12 lb LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 1 - Ply REACTIONS(lb/size) 3=36/Mechanical, 2=251/0-8.0, 4=25/Mechanical Max Horz 2=133(LC 6) Max Upl1ft3=-39(LC 7), 2=-195(LC 6) Max Grav 3=36(LC 1), 2=251(LC 1), 4=50(LC 2) FORCES(lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/36, 2-3=-60/11 BOT CHORD 2-4=-10/10 BRACING TOP CHORD Structural wood sheathing directly applied or 2.11-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. NOTES (6) 1) Wind: ASCE 7-02; 120mph (3-second gust); h=30ft; TCDL=4.2psf; BCDL=6.Opsf; Category II; Exp B; enclosed; MWFRS gable end zone and C-C Comer(3) zone; Lumber DOL=1.33 plate grip DOL=1.33. This truss Is designed for C-C for members and forces, and for MWFRS for reactions specified. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (try others) of truss to bearing plate capable of withstanding 39 lb uplift at joint 3 and 195 lb uplift at joint 2. 6) Segn:3010720, Date:2/26/2007 LOAD CASE(S) Standard 0310512007 Trues Oeaign Englr . Sla Uebo=ui, P.E. (FL Lkaue 0 58012) Stock Building Supply 220 W. Bmndon BW.; Suko 200, Bmndon, FL 33511 Job - Truss Truss Type Ply KURZON - CAPTIVA II / BILL 317886 C75 ROOF TRUSS jQty10 1I bb Reference o I x Dmw1.9 wppry, w—ru........ 1-6-0 4-11-0 1-6-0 4-11-0 3 Scale = 1:13.0 4-11-0 LOADINQpsf) SPACING 2.0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.43 Vert(LL) 0.03 2-4 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.46 Vert(TL) 0.11 2-4 >517 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 rt/a n/a BCDL 10.0 Cade FBC2004/TP12002 Matrix) Wind(LL) 0.13 2-4 >426 240 Weight: 18 lb LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 I - Ply REACTIONS(lb/size) 3=124/Mechanical, 2=3D4/0-3-8, 4=47/Me hanical Max Hors 2-190(LC 6) Max Uplift3--121(LC 6), 2=-252(LC 6), 4=-42(LC 4) Max Grav 3=124(LC 1), 2=3D4(LC 1), 4=94(LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/39, 2-5=-116/0, 3-5=-106/44 BOT CHORD 2-6=0/0, 4-6=0/0 BRACING TOP CHORD Structural wood sheathingdirectly applied or 4-11-0 oc purlins. BOT CHORD Rigid ceiling directly applied or ID-0-0oc bracing. NOTES (5) 1) Wind: ASCE 7-02; 120mph (3-second gust); h=30ft; TCDL-4.2psf,, BCDL=6.Opsf; Category 11; Exp B; enclosed; MWFRS gable end zone and C-C Comer(3) -1-6.0 to 2-8-15, Exterfor(2) 2-8.15 to 4-10-4 zone; porch left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. This truss is designed for C-C for members and forces, and for MWFRSfor reactions specified. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of trussto bearing plate capableof withstanding 121 lb uplift at joint 3, 252 lb uplift at joint 2 and 42 lb uplift atJoint 4. 5) Segn:3010721, Date:2/26/2007 LOAD CASE(S) Standard 0310512007 Truss Design Engle .. Steven Lieberman, P.E. (FL Lke 0 58912) Stook Building Supply 220 W. Brandon Blvd.: Suke 204. Brandon. I 93511 Job Truss Truss Type Qty Ply KURZON - CAPTIVA II / BILL 317886 05V ROOF TRUSS 6 1 JobReference (optional) b=K tlu1101ng x1PPrY, nanrora, rL JL//1 o.wu a ucc a+ cuuo rn icn u,uu-, un.. i 11 , w, .. c....... cuur ray. c 1-6-0 4-11-0 Sole = 1:13.0 LOADINQpsf) SPACING 2-0-0 CSI DEFL in (loc) Vdefi L/d PLATES GRIP TOLL 20.0 Plates Increase 1.25 TC 0.50 Vert(LL) -0.02 2-4 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.19 VertCTL) -0.06 2-4 >960 240 BOLL 0.0 Rep Stress Ina YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC20D4fTP12002 Matrix) Wind(LL) 0.00 2 "•' 240 Weight: I8lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or +11-0 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceilingdirectly applied or 1D-0.0 oc bracing. 1 - Ply REACTIONS(lb/size) 3=113/Mechanical, 2=313/0.8-0, 4=45/Mechanical Max Hors 2-188(LC 6) Max Uplift3=-116(LC 6), 2=-193(LC 6) Max Grav 3-113(LC 1), 2=313(LC 1), 4=90(LC 2) FORCES(lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/36, 2.5=-115/0, 3-5=-104/42 BOT CHORD 2-4=-18/18 NOTES (6) 1) Wind: ASCE 7-02; 120mph (3-second gust); h=30ft; TCDL-4.2psf; BCDL=6.Opsf; Category 11; Exp B; enclosed; MWFRS gable end zone and C-C Comer(3) -1-6.0 to 2.8.15, Exterior(2) 2-8-15 to 4-10.4 zone; Lumber DOL=1.33 plate grip DOL=1.33. Thistruss is designed for C-C for members and forces, and for MWFRS for reactions specified. 2) This truss has been designed for a 10.0 psf bottomchord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to tearing plate capable of withstanding 116 lb uplift at joint 3 and 193 lb uplift at joint 2. 6) Segn:3010722, Date:2/26/2007 LOAD CASE(S) Standard 0310512007 Truss Design Engineer. Steven Lieberman, P.E. (FL Lkmue 0 58012) Stock BulkikV SuPPty 220W. Brandon Bhd : Sude 204, Brandon, FL 33511 lob " Truss Truss Type QN Y KURZON - CAPTIVA II / BILL 317886 E]7 ROOF TRUSS 12 1 lob Reference I bmcx ouiwmg bupply, Baru o, n- suI 1-" 7-0-0 3 p Sole = 1:17.0 LOADINQpsf) SPACING 2-0-0 CSI DEFL In (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.66 Vert(LL) 0.09 2-4 >893 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.45 Vert(TL) 0.25 2-4 >321 240 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2004ITPI2002 Matrbc) Wind(LL) 0.33 2-4 >242 240 Weight: 25 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathingdirectly applied or 6-0-0 oc purlins. BOT CHORD 2 X 4 SYP No. ID BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. i - Ply REACTIONS(lb/size) 3=183/Mechanical, 2=389/0-8-0, 4=66/0-1.8 Max Hors 2=239(LC 6) Max Uplift3=-166(LC 6), 2=-310(LC 0), 4=-59(LC 4) Max Grav 3=183(LC 1), 2=389(LC 1), 4=132(LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/40, 2-5=-149/0, 5-6=-140/0, 6-7=-135/0, 3-7=-127/67 SOT CHORD 2-4=0/0 NOTES (6) 1) Wind: ASCE 7-02; 120mph (3-second gust); h=30ft; TCDL=4.2psf,, BCDL=6.Opsf,, Category II; Exp B; enclosed; MWFRS gable end zone and C-C Exterior(2) -1-6-0 to 1-6-0, Interior(l) 1-6-0 to 2-8-5, Exterior(2) 2.8.5 to 6-11-4 zone; porch left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 5) Provide mechanical connection (by others) of lass to bearing plate capable of withstanding 166 lb uplift at joint 3, 310 lb uplift at joint 2 and 59 lb uplift atjoint4. 6) Segn:3010723, Date:2/26/2007 LOAD CASE(S) Standard 0310512007 Truss Design Engtre r. Staves Lieberman, P.E. (FL Lkxane p 59012) Stock Building Supply 220 W. Brndon BNd.; Suite 204, Brandon. FL 33511 Job Truss Truss Type QtY Y KURZON - CAPTIVA II / BILL 317886 E37V ROOF TRUSS 10 1 1 ob Reference (optional) 5=ac 0utwtng >OPPIY, bar110r0, rL Ji r1 1-6-0 7-" 1-6-0 7-" 3 Scale = 1:17.0 LOADINQpsf) SPACING 2-0.0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TOLL 20.0 Plates increase 1.25 TC 0.67 Vert(LL) -OAD 2-4 >770 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.41 Vert(TL) -0.26 2-4 >308 240 BCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2004/TP12002 Matrix) Wind(LL) 0.00 2 "" 240 Weight: 25 Ill LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 1-Ply REACTIONS(lb/size) 3=183/Mechanical, 2=389/0.8-0, 4=66/Mechanical Max Horz 2=237(LC 6) Max Uplift3=-168(LC 6), 2=-209(LC 6) Max Grav 3=183(LC 1), 2=389(LC 1), 4=132(LC 2) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/36, 2.5=-154/0, 5-6=-144/0, 6-7=-139/0, 3.7=-131/68 BOT CHORD 2.4=-26/26 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES (6) 1) Wind: ASCE 7-02; 120mph (3-second gust); h=30ft; TCDL=4.2psf; BCDL=6.Opsf; Category 11; Exp B; enclosed; MWFRS gable end zone and C-C Exterior(2) -1-6.0 to 1-6-0, Interior(i) 1-6-0 to 2-8-5, Exterlor(2) 2-8.5 to 6-11-4 zone; Lumber DOL=1.33 plate grip DOL=1.33. This truss is designed for C-C for members and forces, and for MWFRS for reactions specified. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) Refer togirder(s) for truss to truss connections. 4) Bearing at joint(s) 2 considers parallel to grain value using ANSMI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 168 Ill uplift atjoint 3 and 209 lb uplift at joint 2. 6) Segn:3030724, Date:2/26/2007 LOAD CASE(S) Standard 0310512007 Truce Design Engineer. Steven Lk bennen, P.E. (FL Licerne 0 59012) Sock Building Supply220W. BrandonBhd.; Suite 201, Brandon, FL 33511 lob Truss TrussType Q1Y PM KURZON - CAPTNA II / BILL 317886 K77 ROOF TRUSS 5 1 ob Reference 0 anal Stock Building Supply, Sanford, FL 3i771 D.5uu suec i9 [wo ru i ex tnousrnes, inc. mn nwr ub ia:ae:9a zuur rage i 2-1-7 5-10-6 3-11-11 Scale A 1:18.2 5-10-6 3-11-11 Plate Offsets (X,Y): f6:0-0-4,0-1-81 LOADINQpso SPACING 2-0-0 CSI DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plates increase 1.25 TC 0.44 Vert(LL) -0.02 2-7 >999 360 MT20 244/190 TCDL 10.0 Lumber Increase 1.25 BC 0.39 Vert(TL) -0.06 6-7 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.24 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC20D4/TPI2002 Matrix) Wind(LL) 0.05 6-7 >999 240 Weight: 42lb LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 I - Pry REACTIONS(Ib/size) 4=114/0.1-8, 2=572/0-11-5, 5=362/Mechaniol Max Hors 2=239(LC 3) Max Uplift4=-93(LC 3), 2=-504(LC 3), 5=-341(LC 3) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2-0/40, 2-8=-695/494, 3-8=-594/493, 3-9=-79/40, 9-10--37/0, 4-10=-35/30 SOT CHORD 2-11=-560/596, 11-12=-560/596,7-12=-560/596,7-13=-560/596, 6.13=-560/596,5-6=0/0 WEBS 3-7=-170/348,3-6=-688/647 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigidceilingdirectly applied or 8.1-3 oc bracing. NOTES (9) 1) Wind: ASCE 7-02; 120mph (3-second gust); h=30ft; TCDL=4.2psf; BCDL=6.Opsf; Category 11; Exp B; enclosed; MWFRS gable end zone; porch left and right exposed; Lumber DOL-1.33 plate grip DOL=1.33. 2) Thistruss has been designed for a 10.0 psf bottomchord live load nonconcurrent with anyother live loads. 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 5) Provide mechanical connection (try others) of truss to bearing plate capable of withstanding 93 lb uplift at joint 4, 504 lb uplift at joint 2 and 341 lb uplift at joint S. 6) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 4. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 3 lb down and 28 lb up at 4-2-9, 3 lb down and 28 lb up at 4-2-9, and 58 lb down and 105 lb up at 7-0.8, and 58 lb down and 105 lb up at 7-0-8 on top chord, and 10 lb down and 23 lb up at 1-4-10, 10 lb down and 23 lb up at 1-4-10, 14 lb down and 6 lb up at 4-2-9, 14 lb down and 6 lb up at 4-2-9, and 54 lb down and 24 lb up at 7-0-8, and 54 lb down and 24 lb up at 7-0-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). 9) Segn:3030725, Oate:2/26/2007 LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-60, 2-5=-20 Concentrated Loads (lb) Vert: 8=16(F=8, B=8) 9=-115(F=-58, B=-58) 11=23(F=11, B=11) 12=-14(F=-7, 8 -7) 13=-54(F=-27, B=-27) 0310512007 Truax Design Engineer. Sttr m Lkbernnnn, P.E. (FL Lkwe Or58012) Stock Building Supply 220 W. Bandon Blvd.; Suite 204, Brandon, FL 335111 Job Truss Truss Type Qty Ph CAPTIVA II / BILL 317886 K37V ROOF TRUSS 3 1 KURZON Job Reference (optional) StDCk Building Supply, Santora, FL 3Z771 OJVV > IJCI 1-r [VVv,-u iG uru--, uR. ,— ' i m, w u.w— cw. rcvc a 2-1-7 5-4-13 9-10-1 2-1-7 5-4-13 4-5-4 kale = 1:18.8 LOADINQpsf) SPACING 2.0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TOLL 20.0 Plates Increase 1.25 TC 0.43 Vert(LL) -0.04 6-7 >999 360 MT20 244/190 TCDL 10.0 Lumber increase 1.25 BC 0.46 Vert(TL) -0.11 6-7 >999 240 BCLL 0.0 Rep Stress Incr NO WB 0.33 Horz(TL) 0.02 5 rVa n/a BCDL 10.0 Code FBC2004rrPI2002 (Matrix) Wind(LL) 0.05 6.7 >999 240 Weight: 41 lb 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) 4=141/0-1-8, 2-546/0-9-13, 5-306/Mechanical Max Harz 2=237(LC 3) Max Upllft4=-117(LC 3), 2=-348(LC 3), 5=-129(LC 3) Max Grav4=141(LC 1), 2=546(LC 1), 5=316(LC 2) FORCES(lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/35, 2-8=-1074/449, 3-8— 988/457, 3-9=-73/30, 9-10=-46/0, 4-10=-43/38 SOT CHORD 2-11=-542/955, 11-12=-540/953, 7-12--533/969, 7-13=-547/950, 6-13=-544/966, 5-6=-23/55 WEBS 3-7=0/311,3-6=-951/536 BRACING TOP CHORD Structural wood sheathing directly applied or6-0-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 8-4-5 oc bracing. NOTES (10) 1) Wind: ASCE 7-02; 120mph (3-second gust); h=30ft; TCDL=4.2psf; BCDL-6.Opsf; Category II; Exp B; enclosed; MWFRS gable end zone; Lumber DOL=1.33 plate grip DOL=1.33. 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with anyother live loads. 3) Refer toglyder(s) for truss totruss connections. 4) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 4. 6) Provide mechanical connection (try others) of truss to bearing plate capable of withstanding 117 lb uplift at joint 4, 348 lb uplift at pint 2 and 129 lb uplift at joint 5. 7) Beveled plate or shim required to provide full hearing surface with truss chord at joint(s) 4. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 8 lb down and 23 lb up at 4-2.9, 8 lb down and 23 lb up at 4-2-9, and 48 lb down and 100 lb up at 7-0-8, and 48 lb down and 100 lb up at 7-G-8 on top chord, and 23 lb up at 1-4-10, 23 lb up at 1-4-10, 10 lb down at 4-2-9, 10 lb down at 4-2-9, and 50 lb down at 7.0-8, and 50 lb down at 7-0-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(5) section, loads applied to the face of the truss are noted as front (F) or back (8). 10) Segn:3010726, Date:2/26/2007 LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-60, 2-5=-20 Concentrated Loads (lb) Vert: 8=44(F=22, B=22) 9=-96(F=-48, B=-48) 11=23(F-12, B=12) 12=-10(F=-5, B=-5) 13=-50(F--25, B=-25) 0310512007 Trues Dwign Englnmr.. Stover Liebormen, P.E. (FL Lic—r 0 58912) Stock Building Supply 220 W. Bmrldon Blvd.; Suite 204, Bmndon, FL 33511 LoT <' Tv, 8-0 1, L 0191imimimimimimimimimimimi 103 qIhqo" kk IFIFA Moil IN 01 in ol In ol in ml n i ol p" MIN PA imimimimimimimimii Iimiml B 0 3IE r'-" J ivy I L OFFICE.. w J U Z z Q N 0 Ln Q V) w rn V) U z N Z ON 0 p p 00 00 r Y 2 p Q F- Q m PLAT REVIEWED m Z W U Z Z 04 2 00 Z CITY OF SANFORD p 0 U p O" p a w m FEB-13-2007 01:29PM FROM -MANNING BUILDING SUPPLIES 4073670088 T-525 P.002 F-905 OFFKOU. AAMA/NWWDA 101/l.S.2-97 TEST REPORT SUMMARY Rendered to: MI HOME PRODUCTS, INC. SERIES/MODEL: 740/744 TYPE: Aluminum Single Hung Window with -Flange Title of Test Overall Design Pressure Operating Force Air Infiltration Water Resistance Structural Test Pressure Forced Entry Resistance Results H-R45 53 x 73 45 psf 23 lbs max. 0.10 cfim/ft 6.75 PSf 67.5 psf 70.8 psf Passed Grade 10 Reference should be made to Report No. 01-40351.04 for complete test specimen description anddata. I ,,i— il Z' • For ARCHITECTURAL TESTING, INC. .i•-„•,• : FF Mask A. Hess, Technician — MAH:baw Lam, 0.: .,TAT'c; C F 41 of// FEB-13-2007 01:29PM FROM -MANNING BUILDING SUPPLIES 4073670088 T-525 P.003 F-905 4W O l -403 5 4 ofPace3of q Test Specimen Description: Drainage: Sloped sill Reinforcement: No reinforcement was utilized. Installation: The test buck .was 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: The results are tabulated as follows: Paragraph Title of Test - Test Method Results Allowed 2.2.1.6.1 Operating Force 23 lbs 30 lbs max. 2.1.2 Air Infiltration'per ASTM E 283 (See Note #1) @ 1.57 psf (25 mph) 0A 0 chn/A2 0.30 cf nIft2 max. Note #1: The tested specimen meets (or exceeds) the performance levels specified inAAMA/NWWDA 1 oill. S. 2-97for 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 Top rail 0.06"/12% 0.5011/.100% Bortom rail 0.06"/12% 0.50"/Q00% In remaining direction at 50 lbs Left stile 0.03"/6% 0.5011/100% Right stile 0.03"/6% 0.50"/100° FAAte,. t 1.11 JA. N i. let 4% v7E 0 N n i 1 •'. FEB-13-2007 01:29PM FROM -MANNING BUILDING SUPPLIES 4073670089 T-525 P.004/014 F-905 01-40351.04 Page 4 of 4 Test Results: (Continued) Paragraph Title of Test - Test Method Results Allowed 2.1.8 Forced Entry Resistance per ASTM F 588-97 Type: A Grade: 10 Lock Manipulation Test No entry No entry Test Al thru AS No entry No entry Test A7 No entry No entry Lock Manipulation Test No entry No entry Optional Performance 4.3 Water Resistance per ASTM E 547-96 with and without screen) TP = 6.75 psf No leakage No leakage 4.4.1 Uniform Load Deflection per ASTM E 330-97 Measurements were taken on the meeting rail) Loads held fc.r 52 seconds) @ 45.0 psf (p isitive) 0.95* @ 45.0 psf (negative) 0.79* 0.29" max. max. 0.29" 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) Loads held for 10 seconds) 67.5 psf ositive) 0.14" 67.5 psf negative) 0.16" 0.20" max. 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 beretainedbyATiforaperiodoffouryears. The above results were secured by using thedesignatedtestmethodsandtheyindicatecompliancewiththeperformancerequirementsoftheabovereferencedspecification. This -report does not constitute certification of this product whichmayonlybegrantedbythecenifictionprogramadministrator. For ARCHITECTURAL TESTING, INC: Mark A. Hess Technician MAH:baw 01-40351.04 f Allen N.Reeves, P.E. Director —Engineering Se&i iFl a F J - FEB-13-2007 01:29PM FROM -MANNING BUILDING SUPPLIES 4073670088 T-525 P.005/014 F-905 01-40351.04 ofPage2of 4 Test Specimen Description: (Continued) Weatherstripping: Description uanti Location 0-330" high by 0.187" 1 Row Fixed meeting rail interlockbackedpolypile with center fin 0.170" high by 0.187" 1 Row Fixed lite, stiles and top r• tilbackedpolypile with center fin 3/8" diameter hollow 1 Row Bottom railbulbgasket 0.310" high by 0.187" 1 Row Active sash stilesbackedpolypile with center fin 0.150" high by 0.187" 1 Row Active sash stileswidepolypile 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 aluminummemberswithplastickeyedcorners. The screening consisted of a fiberglass mesh and wassecuredwithaflexiblevinylspline. Hardware: DescriptionQup-t-ity Location 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 perjamb Screen tensionsspringPg 2 One per end of screen stil, • N. . , f,, Tilt pin 2 One each end of bottoCPiii ,,-'ccF SlF1Cq jtn; j " STAT rto-ld-M( U1:30PM FROM -MANNING BUILDING SUPPLIES 4073670088 T-525 P.006/014 F-905 DOCUMENT CONTROL ADDENDUM #01-40351.00 Current Issue Date: 02/15/02 Report No.: 01-40351.01 Requested by: William Emley, MI Home Products, Inc. Purpose: AAMA/NV WDA 101/I.S.2-97 testing of Series/Model 744 aluminum singlehungwindowwithflange_ Issued Date: 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 Erriley, MI Home Products, Inc. Purpose: Change of glass type. Issued Date: 12/28/01 Comments: Florida 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 740/744 aluminumsinglehungwindowwithnailfin. Issued Date: 02/15/02 Comments: Florida P.E. sgal required on report. Certification Copy to John Smith at Associated Laboratories, Inc. 00;t ifil f i,, N. 1014 f- Fo$Qv4A 2ao FEB-13-200T 01:30PM FROM -MANNING BUILDING SUPPLIES 40T36T0088 T-525 P-007/014 F-905 4W Architectural Testing AAMAIW )A 101/I.S.P,97 TEST )REPO RT 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: 10/23/01ReportDate: 02/14/02ExpirationDate: 10/23/05 Project Summary: Architectural Testing, Inc, (ATI) was contracted by MI Home ts, Inc, ProductowitnessperformancetestingonaSeries/Model 740/744, aluminum single hung window at MIHomeProducts, Inc.'s zest faciiity in Elizabethville, Penmsylva,lia. The sample testedsuccessfullymettheperformancerequirementsforanH-R45 53 x 73 rating. Test Specification: The test specimen was evaluated in accordance with AAMA/NWWDA101/I.S.2-97, Voluntary SpecificationsforAluminum, Vinyl (PVC) and Wood Windows and GlassDoors- Test Specimen Description: Series/Model: 740/744 Type: Aluminum Single Hung Window With Flange Overall Size: 4' 4-7/8" wide by 60-1/8" high Active Sash Size: 4' 2-3/4" wide by 2' 11-3/4" high Fixed Daylight Opening Size: 4' 1-1/8" wide by 2' 9" high Screen Size: 4' 1-7/8" wide by 2' 11-5/16" high Finish: All aluminum was polished. Glazing Details:.. The 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. Ocl of 130 Derry Court C t` 1 ~1' York, PA 17402 9405 phone: 717.764.7700 /S FE¢Rv.git y 70 ' •<• . • ••• r\•`\ fax: 717.764.4129 / i „ www- testati.com .. ++r '` n.. —i I I.ICJ 40T36T0088 T-525 P.008/014 F-905 01-40486.02 Page 3 of 3 Test Results: O tional Performance: (Continued) paraeranh Title of Test - Inst`thod _ Results 4.4.2 Uniform Load Structural per ASTM E 330-97Measurementsreportedweretakenonmullion) Loads held for 10 seconds) @ 60.0 psf (positive) 0.08" @ 60.0 psf (negative) Allowed 0.2 1" max. 0.21 " max. Detailed drawings, representative samples of the test specimen, and a copyof thisretainedbyATIforaperiodoffouryears. the above results were secured by port will bedesignatedtestmethodsantheyindicatedcompliancewiththeperformanceruire using theabovereferencedspecification. This report does not constitute certification ofwhichmayonlybe e9 menu of the granted by the certification program administrator. this Product, For ARCHITECTURAL TESTING, IATC.: Mark A. Hess Technician MAH:baw 01-40486.02 Allen N. Reeves, — Director - Engineering Services 6- iG.s.Q UA,Qy Z b a ,L Q G nlIF)C4 0J/•, ` \I,,, FEB-13-2007 01:30PM FROM -MANNING BUILDING SUPPLIES 4073670088 T-525 P.000/014 F-905 DOCUMENT CONTROL ADDENDUM #01-40486.00 Current Issue Date: 02/15/02 Report No.: 01-40486.01 Requested by: William Emley, MI Home Products, Inc. Purpose: A 101/I.S.2-97 testing of Series/Model 744, aluminum picture window with vertical mullion. Issued Date: 01/02/02 Comments: 'Florida P.E. seal required on report. Report No.: 01-40486.02 Requested by: William Emley, MI Home Products, Inc. Purpose: AAMAJNWWDA 101/I.S.2-97 testing of Series/Model 740Y744, aluminum picture window with vertical mullion, and installation fasteners through frame. Issued Date: 02/15/02 Comments: Florida P.E. seal required on all pages of report. Certification copy to JohnSmithatAssociatedLaboratories, Inc. VtuIiiii j 71 1,, 0 jjn4 •L RZIF}C j • : STAY 7 o!: oe Z FEB-13-2007 01:30PM FROM -MANNING BUILDING SUPPLIES 4073670088 T-525 P-010/014 F-905 ramann*nG RUILD1nGnssSUPPLIESlnecrp >o c-R'r ED Manning Building Supplies 3748 Iiengert Street Orlando, FL 52808 Phone: 4(17/822-3999 Fax: 407/822-8668 i MASONRY CONSTRUCTION 1 i WINDOW DETAIL JAMB DETAIL NOT TO SCALE ALUMINUM WINDOW V8 DRYWALL RETURN uurnl r«um-NtAlvIjiNu bUILUING SUPPLIES 4073670088 T-525 P-011/014 F-905 1: required of each installation anchor as shown, with load bearing shim. r rus; or. of sufficient length to provide 1 1/4" min. embedment odonry jr concrete. I , between window flange and buck. full perimeter of window. t window size is not given, use anchor quantity for rger window in chart. thickness will vary with window size and design load, and must comly31'M E1300. designations on the topcon location chart indicate where s ore to be installed using the elevation as a key. Jory applied holes not designated for topcon• should be filled with vis of sufficient Ith. to provide 5/8" min. embedment into wood buck. TAPCON * LOCATION CIiART E'er° CODE WINDOW 10 FASTENER LOCATIONS Conrrete or uoaonry Opening 51ZE SIZE D1336 TO OP52 DP52.1 TO DP70.8 enjlon t }' MIN. rPENETRAT1oN 12 13 18 t/e : 25 18 1/8 x 37 3/8 A c A, C A. e Cr ;aulk II 14 18 1/8 x 49 5/8 A, C ti A, C B_twccn 15 18 1/8 x 62 A, C A, B, C nd 8uek 16 18 1/8 x 71 1/4 A C A. P_C c o. 1/2 32 25 1/2 x 25 A, C A, C r 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, B. C 1/2 35 25 1/2 x 62 A. El. C A B, C 1/2 36 25 1/2 x 71 1/4 A 8, C A, 8, C ti 22 36x25 A.0 A,C 4 v a d 24 36 x 49 5/8 A,8CC A 8, C 245 25 36 x 55 1/4 36 x 62 A. 8. C A. B, C A, 8, C A B, C 26 36 x 71 1/4 A, 8, C A. 8, C. 0 32 52 1/8 x 25 A. C q C illA 33 52 1/8 x 37 3/8 A. C A. 8, C BUCK 4 34 52 1/8 x 49 5/8 A B, C A, 8, Cn345521/8 x 55 1/4 A, B. C A. S. C, D 35 52 1/8 x 62 A. S. C A. B, C, 0 Topcon 36 52 1/8 x 71 1/4 A. 8, C, D A 8, C, 0. E on Wood Buck By Otherx Caulk Between Buck and Opening #'TAPCON- TYPE HARDENED YASCNRY SCREWS f ' INCLUDE TAPCON, RAWL d9MPSON Cy: jV.4L Deofgn Preaaure values listed above are In PSF A KAM& NAM• E E ' V 0) •.. Ana nw ft mac INSTALLATION INSTRUCTIONS S.W. 1/15/02 e & FASTENER SCHEDULE c, 740/ 744:SINGLE HUNG NONe 'I 1 ` 0 j ai Mi Ic INST740 I it ILV iJ-LUUI uI JUrM rKUM-MANNING bUILUING SUPPLIES 4073670088 T-525 P.012/014 F-905I 1 I 1 2JONAX3 i IRS 1003-4id Puo 06uOL3 uaaAlaB 11-3 . I c. • Sam AB e Q p D " , IUS lco7-OJd G C • c Ae Ioois i [` GJitliO B a I I J Ino:) Jaj.7uq»d 18 owoJd .opus q ed(1 06uou a l pilnboa co ccoq p c n Y O o. 0 a.. 0 D (' O voOH pvu!M od(1 Iv6uou M , to 2 max, bona Puo abuou uaa^lcq ociv 9-410 (e 'nOJ J'JIiWJ d cJz410 (9 )xon8 Pooh o y - z o o Z 6J0410 AB D 6Jiu;14p (Juoso„ Pug) e Ione u39.loe flno7 D ucodo.k 6uluodo (Juo:on Jo alanuo:t 1 ' TmU w1 o 04 0 o TZIJ 3F Z 1. Shim cs req.li•cd al each installation oncho• as siown, with lard beating shim. 2. Ar.chot must be of sufficient length to provide 1 1/4' mi9. en.bedmenl e, Cmv.1, °• u;re-: 1 Opc,nq lepa.e .into rtwsna•y or-coruele.CD- 0------ • c - 3. Caulk bel..een window flange and buck. c 4 Caulk full pet:: -tiler of window. o v V o COA aet.ern ae h 5. If eroel Wi•1?sw sire is not given, use onehor gucotity for — me u.r.,nry Op.-.q nerl larger window in Owl. ez c By Oln.•, 6 Class Uutkress n31 vory w:lh window sire and design loc-d, o:Id must comly l;p nr\ . M o c with ASOA C1300. 1.Q7 21IL1511ZfFdlllU. c e r w°:J 6uca Dyour:, 7. teller designotians,a-1 the topcon locolic-i chart i'ldicote r,hrre v W ° c anchors ore to be Installed using the elevation as o key. r All focioty applied holes rui designated 1'oi tapcon' shajld be lilled with w LV 1 f6 Screws of sufficient Ilh. Ie provide 5/8" ,riin. emScdmEr!l info weed buck - Pelntlrr C.A. By 01h., Y TAPCrAl * I0C41101a CMM n Del•ran /.:np. and Dirk + :.. V Doc" WV1)) ' M ]AS Lm B UnMIMS m v..t C e .1e a . my 0{ eni q S:)C :'7C oP3e I To CIPs7tvs7. i io OF )a e Heod 1I- WIN. / li 16 Ir. c 25 /. C . t jIIpinsskAnx+ a it I/e . 37 3/3 A It ti C 3 P..rclu :o.:l / r r 11 IE i/b r 49 J/d A,C ^ f. q Cc.1: Be1.e.n I ` 15 16 ;/a . 67 A, C 5 181/e . 71 1/4 A C L /7 32 75 1/2 . 25 A- C A C 1i2 33 15 I/7 r 3] 3/9 A. C 1 C Ilongr 7ypr' 1/2 34 23 1/7 r 49 S/8 A C A 8. C o t lx•, do. ):rod I II m I/ 7 35 75 1/2 , 52 B. C A Br C' + I` I1/2 36 75 1/7 . 71 1/4 A B, C A, Q C c a mJOmb ° 77 36 . 75 A C A, C q ?3 35 r 37 3/6 A C R B• C 1... d 74 m r 49 5/6 A B. C A B, C f 245 36 . S5 1/6 A B. C A B, C 75 35 r 61 A, B, C A. B, C t t . • c 76 3S 1 71 1/4 / B, C A, 8, C. D o' Cwl m P.e;ut:t5 37 91 1/6 a ]5 A C A [ 1 rt 5FI11A 2 33 57 I/8 r S7 3/8 A C A. Q C BJr={ a ' e e 31 57 1/6 . 49 5/6 A Q C A B. C S 52 I/8 55 I/4 A B. C A B, C. 0 cr 35 S7I/6 . 62 A B, C A B, C. 0 N loArm 36 59 1/8 r 71 1/4 A 6, C. D A, B, C. 0, C tst r4xte type lor'Ga D'mrn.;--y Woad sue\ Tralc• levee Sal C n 8d•un and 41nl, 1 1 •IAPOM' IIPi NARDI R9 YAYJI?Y SCM INS o Pcrin:lrr C°Ak S Ill D D p \ Ih0,tp, IN-M-4, RAM„ a 9uPSot1 ey D: hn. ai IY •IMF Dn P+rlwre wturr Ibtrd oL re are b PY C Stoar By Ot-,,.•, A A M M a rjAMall E77 S I-'- 765 T C ;}\ tw . w• n era o0 A ° o e -a r s' 4 INSTALLATION INSTRUCTION'S S.W 1/Is/o2 By OLI.- a FASTENER SCHEDULE cverk e. l...n Ilan. ]. o,d Pr C..i sn C _ C r;. •., vl r• ran.e. ... .aa 4 740/ 744 SINGLE HUNG EXTERIOR ELEVA7IGV ,,,_, A INS7740 - 1. Shim cs required of each installation anchor as shown, with load bearing shim. 2_ Anchor must be of sufficient length to provide 1 1/4" min. embedment Concrete or Notonry Opening Tapcon into mononry, or concrete. 0 0 Z P.nurela Caulk'.. y Other Also belreen flonge and buck H e:a d 3. Caulk between window flange and buck. c 4. Caulk ftdl perimeter of window. 5. If -exact window size is not given, use anchor quantity foralScBetweenBudcou a Q ° and Mcaenry Opening By Others 6. next larger window in chart_ Goss thickness will vary with window size and design !oad, and must corniy others 7. with ASTM E1300. Utter designations on the tapcan location chart indicate where v a v woad Buck by to be installed using the elevation os o key. 0anchorsare fll d M, Ali-'foc - d holes -'not= designated _For_,topcon should be I e - wl =- a t'rY opplie - - - -- a_ __._,___-_• -- rovide 5 8 min. embedmenl.into wood buck..-__- - Iciena. Cth Yo__p _ Q - _. _ - - - I-- _ -_ _ -- - TAF_coN:* --LOCATION_CHART - Y CCOE wiNCOw f0 FASTENER Laciinbm U Concrete or Mesonry Cpening SIZE SIZE OP36 TO OP52 OPSZI TO OP70.8 co AlIN. 1 2 18 l/a x 25 A, c A. c Outsie. Oimenaron rPENETRATION 13 18 1/6 x 37 3/8 A, C A, C P rimeler Caulk I 14 18 1/8 x 49 5/8 A C A. C Cau!k 8awem 15 18 1/8 x 62 A. C' A. 6, C 16 18 1/8 x 71 1/4 A C A B. C Fangs and 8uek I/2 32 25 112. x 25 A. C A C 1/2 33 25 1/2 x 37 3/8 A C A c Flange T)pe 1/2 34 25 1/2 x 49 5/8 A, C A. 8. C Window Head I/2 35 25 1/2 x 62 A, 8, C A, 8, C l 0 1/2 36 25 1/2 ,x 71 1/4 A 8, C A, 6, C A a 22 36 x 25 A, C A. C o Jamb d v 23 36 x 37 3/6 A, C A, S. C o 24 36 x 49 5/5 A, B, C A. 8, C d 245 36 x 55 1/4 A. 8, C A, a, C o a ° 25 36 x 62 A. 8, C A, 6. C a W a 1 t I o 26 36 x 71 1/4 A, 8, C A, B. C. 0 All t d O pG99 L9''ReGU';ed c y_ 312 52 1/8 x 25 A C 'ti. r H i1 f• 33 52 1/8 x 37 3/8 A, C A, 8, C z SHIM BUCK d ° a 34 52 1/8 x49 ..1/ 4 A 8, C A,A88CC0 35 345 5252/8/8 x 55 62/ A, 8. C A S. C, 0 Tapcon 36 m 52 1/8 x 71 1/4 A. 8. C, 0 A, 8, C. 0, E Buck 8 Othd9 co .. _..._ .._.- ... -. ._, r"•3._:: _ -_ - lnaidc •Oirren9irn _ aa -•-- _ _ d8 Y Flange Typew ram- L', _ __ Yfindow=Fleme. 5a1-` - - rr -. - - _ Lau@ 8 edtreeng_ _ c r ° t _. Budc----__#.-TAPCON .TYPE HARDENED 4 IRY.SCREIYS — - CD n,-_ -.»- -.>_ ,_ R ,• __ ° .. _ _- .- - _ . - - - — -- - __ _ .. .. _ ---- --_- ---` f._ .-INCUJOE TAPCCN RANL, • SIkF . oe SI I 0 H. • Design Preeaure values listed above are In PSF Perimeter Caulk • By Olt:er9 Stool By Others A vv ' a E v a Pre - Cant slit By Men a ' C. QABetween Flongs and Pre -Cast Sal C A V aA!!" ^ E , 1 yuw ar• GAIL: r : •„ roe *"r S.W. 1/l5/02 INSTALLATIONINSTRUCTIONSoeal7ean:C FASTENER SCHEDULE 0e740/ 744 r. LYL 3, SINGLE HUNG HOME , Cr 1 oec • a ecv S T7 4Q-_ 02/0'2/2007 10:29 FAX i i R W $ Report No.: Date: Product Category: Product sub- category: - Product Name: 4073218081 PRESTIGE DOOR AND TRIM R W Building Cons Consulting scd Engineering Services for P.O. Box 230 Valrico, FL 33595 Phone 813•.659.91 Florida Board 4Profcasianal Engineers Prodact Evaluation Report FL 6142.2 February 20, 2006 Exterior Doors Swinging Distinction Se,ies 3'0" x 618" G1a2ed.Single with Sidelite Inswing / Outswing Manufacturer. Nan Ya Plastics Corporation' Plastpro Inc. 9 Peach Dee Hill Road Livingston, NJ 07039 Phone:800-779--0561 Facsimile:973-75 tarts, Inc . Building Industry Facsimile 813.75 2.989 3 81 1 Door la001/007 Scope: This is a Product Evaluation report issued by R W Building Consuhants, Inc. and Wendell W. Haney, P.E. (System ID # 1993) for Nan Ya-Plastics Corporation, Plastpro It{c. based on Rule Chapter No. 9B- 72.070, Method 1 d of the State: of Florida Product Approval, Deparm ieat of Community Affairs - Florida Building Commission. RW Building Consult mt and Wend. l W. Haney, P.E. do not have E or will acquire financial interest in the company manufacturing or distributing the product or in any oilter embty involved in the approval process ofthe product named herein. This product has been evaluated for use in locations adhering to the orida Building Code (2004 Edition) and where pressure requirements, as detau ined by Chapter 16 of The Florida Building Code, 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 by R W Building Consultants, Wendell W. Franey, P.E. (FL # 54:15) for specific use parameters. Negative 50.0 PSF and signed and se*d by endell WjAan<F FL No. 54159 February 20, 2006 FL 6142.2 PF 893 Sheer 1 of 3 02/0W2007 10:29 FAX 4073218081 PRESTIGE DOOR AND TRIM I la 002/007 Limitations • 1. The Distinction Series 3' 0" x 6' 8" Ghlaed 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 impact resistant covering that complies with Section 1609.1.4 of the F] rich Building Code. 3. This product is intended for use where Section R 314.2.4 of the FloridaBuilding Code is applicable 4_ Size Limitations: Configurations MAX_ Width MAX. Height Single with Sidelite OX, XO 52.75" 82.00" 5. See Drawing # FL 935 for Design Pressiire ratings. ieli W_ , FL No. 54159 bruwy 20, 2006 FL 6142.2 PF M I I Sheet 2 of 3 02/02/2007 10:29 FAX 4073218081 PRESTIGE DOOR AND TRIM a003/007 A B L Supporting Documents Drawing 1. Drawing No. FL 835 titled Distinction Series 3'0" x 6'8" Sing a Fiberglass Door with Sidelite Inswing/ Outswing prepared by R W Building Consuhwts, Inc (Florida Board of Professional Engineers Certificate of Authorization No. 9813), with no revi ions, signed and sealed by Wendell W. Haney, P.E. Tests Performed 1. Testing per 101/I.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 Wind Engineering Laboratory. I • 2. Testing per I01/I.S.2-97 as performed by Certified Testing La stories, and reported in test report number CTLA 900 W3-10, witnessed by Ramesh Patel.,P.E. Calculations 1. Product anchoring is in accor dar: ce with manufacturer's publis ed recommendations as substantiated by tested specimew 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 sealed by Wendell W. Haney, P. E. 3. Glass Load Resistance Report ASTM B1300-02 prepared by Wendell W. Haney, P.E. D Other 1. Certificate of Participation issued by National Accreditation & certifying that Nan Ya Plastics Corporation, Plastpro Inc is ma quality assurance program. resent Institute, Inc., ing products witbin'a FL No, 54 bru uy 20, 2006 FL 6142.2 PF 993 1 Shed 3 of H H 0z Ck: 0 W cm I PC; w1cc PLASTPRO INC. 9 PEACH THEE HILL ROAD LIVINGSTON, NEW JERSEY 07039 PH: 800-779-0561 ' FAX: 973-758-4001 DISTINCTION SERIES 33U' GLAZED SINGLE FIBERGLASS DOOR INSWING / OUTSWING 1. THIS PRODUCT HAS BEEN EVALUATED AIID IS IN COMPLIANCE WITH THE 2004 FLORIDA BUILDING CODE EXCLUDfNG THE HrA VELOCITY HURRICANE ZONE'. 2..PROLMY At:CHORS SWILL BE- AS LISTED AND SPACED AS SHOWN' OH DETAILS. ANCHOR EMBEDMENT 70 BASE MATERPAC SHALL BE BEYOND WALL DRESSING OR STUOCO. 3. WHEN USED IN AREAS REQUIRING WEND-80RNE DEWS PROTECTION THIS PRODUCT IS REQUIRED TO BE PROTECTED WITH AN IAIPA.CT RE%-TANT COVERING THAT COMPZI£S WM4 SECRON 1609.1.4 OF THE FLORIDA BUfLOW CODE. 4• FOR 2X STUD FRAMING CONSTRUCTION, ANCHORING OF THESE UNf S SHALL BE THE SAME AS THAT SHOWN FUR 2K BUCK MASONRY CONSTRUCTION. 5. CONDMONS POT COVERED eY THIS DRAIWNC ARE SUBJECT M FURINER ENCINEERWG ANALY575. TABLE OF CONTENTS SHEET 1 DESCRIPTION 1 TYPICAL ELEVARONS, DESIGN PRESSURES & GENERAL NOTES 2 VERTICAL & HORIZONTAL CROSS SECTIONS 3 BUCK & FRAME ANCNORINC 4 BfLL OF MATERIALS, uwm DETAILS & CdIAPONEMS 1 I i r PMML WWF#t 35,7S' NO. O.A. PANEL HIDIH ti 2 a 1 o % i I' X, eirl`B 1. t OVERALL OVERALLrRMEDAYLIGHT I Di51 REIIURE(Pll') TYPE OINEHM M DIMENSION CLASS TYPE POS 37.W 21.00. 1, INSWING r a 1/0. TEMP. 560 50.082.00' 63.00' AIR - 37.50' 21.00" OUTSWINC K r I I/B' t1]1P. 56.0 60.080.37- 83.00" 3 N. r.& M [w io R-834 I or , ff 0 1 1 a0, 0 2-1/2' MIN. 2-1/2' MIN. 2' MIN. 2' MIN. 1 FROM IDG fRQM EDMFROM ME FRON n:EIj - (7rv.) (1YP.) uft (Tyr.) j12 f 1 6 i 18 73 12 4 'W + 2 ' f 12 23 r I 12 23 :1! f 2 25 I ccI f7 30 29 9 JNT RrOR EBB 1N2s 30 I C I r 18 i cm 1 w2 '' 20 3 VER7T CROSS SECTION 2III 0WSCREWSFFOORCKSCRREWS PER NC G tS w2814SECTION17r4.5.4.2 OF THE FLORIDA, I n Buki)JNG CODE. I- 1/4' MIN. • '• , _ ETCH. • ( TW.) i, 6 1 _VERTICAL CROSS SECTION 1/4• Ka• g fJ4122J172OUTSI'RNG 00NRGURAflOH SHIM SPACE Y. J I B 18 jCO 1 i_ 9 JO 29 20 16 I `i• f 20 ozWN 1 6 ti ' 14 r to I INNcr B 12 c v ® IJ27 le 6 ' _ ' i SUM N.T.S. 26 •s _ ' um Fri Eri 9 26 Lz _1 kOAIZON7AL CROSS SECTION 21 8 aR er, mvH 2 OUT314ING CONnGURATION r VERTJGII CROSS SECTION o•,,,,, ,,, o 2 1NSWINC CQNFTCURAAON F1-8J/ O cmamgo 1 N i N 1 1 0 i o o I I,': . I. 2 tic hO I e 13 90 4' I ;' I I is h4 CC o 2X BUCK —/ 2X BUG!( I 6 W/2X BUCKINSTALLATION 5 W/IX v C3 TYP. FASTENER FOR DOOR FRAME HF11D dt 32 BUCK I I STALIATTON h u o 6 .IAMf45 SEC NOTE 1 : TV.' HEAD dt 14MBlS SEE NOTE 3 22H I I- MASDPIRY w 8 OPENING A44SONRY Ck: OPENING CL i HINGE DETAf HINGES (5) LOCATED d, 9.46, 40.71' AND 71.965' •_, FROM TOP OF DOOR PANEL TO CEINTER UNE OF HINGE. .' O i m I, Ly BiICI(- ANCH(1R NU fBA C iGtiI O Q molfs 14. LL 1 j 1. 3/16- TAPCONS REQUIRE A MIWANUM 2' CLEARAWE ID MASONRY EDGES AND A MIMMUM 2-1/4' CLFARANCIE TO AWACEWT TAPCONS. O I 2. 1/4' TAPCONS REQUIRE A MINIUUAJ 2-1/2" CL[ARANCE TO MASOUAY EDGES AND A WHIIJUFA 3' CLEARANCE TO ADJACENT TAPCONS,I J. WHEN ANgiORWG ODOR FRAME UITLf11NG A IX BUCX THEN fiEM /8 IS SOWTTTUIE0 WRH fTFM /32 (f/4- X 3-3/4' ELCO ANC1 tOR), ti I R/E QUANTITY AND SPACING OF AIICHOAS DOES NOT CHANGE SEE NOTE 2. I o l N O i N O 1 , I mn BC Ilk UP W" purm ro.: FL-&34 mw J Or ti O C. ti O O z m 11 cc 0 a ac 0 0 0 Wcm F-1 1-- CIO cc Q. x 0m o I ti nm DESCRIPTIINf MERAL i OR ooxr. 2 IX Iluell wm s TX em I= s Vl r . 2- 4' FVa 57M 6 po x 2-ilr HSUPS TIAT HEAD Sci 37EM 7 NOT LMM B 19 x V4, PfH WOOD SCREW SICL1 9 To—1 DOOR SKIN (LOIr W MERUASS TA5 m vm mw ON Sim BY EIIOI m Vvni IGA Mt ODOR BOIID,M SKEIP JJM SY IK7[A1 LID. wn I I ROWFDWDD1 w am FDif to= NM I2 Fjg5 JOMM ANC FRtWF HM & HP .MW m WOOD f3 79 2-1/4' RIIILIPS MT WAD SLRiW S1EYL 14 60M RAL fD/Y 8- ISA CIYMW AARISTAKE AltM" DAPfSHDID BY OV ALP= I6 FORM 5 Ik:6WM SiVFM BY OAIAPA I= I(LA CD:IlPRI35M NFAIN R SM MM 650 BY SCIDtL"[L FdU1 17 KNi1W KDO ODRY GRIDrr 2 sm 19 K Thw OOIOBDtl am 2 STCfl 19 CDylfMMS LAM AND MfI6E 5W AEDfi•OR aw YK700 20 EOMFI TIME FOW BY WM FUW 21 4' x 4" 9Vrr IRNIF SIM 22 Tx 1' PFN MW SCREW STUI 2J POLY nM JAD9 OC4M. :r1 24 IIOT I1SID 15 I0P RAIL TIDL 26 HNU & IAfCH SU fO0.tf 27 SffIDfC FEAT£ sm 28 OUTS m BLIMP MMEY DtD PLOY 29 1- DOCK WSL4Ar1D GLAZ _ 1/0UW. - AfR - f/8"..IDM. - UASS. " JO gap DI WE fBw ASS 311 NOI VSED 2 1 4 x 5-3/4- TAAOM Sf[Q JJ GLAZ-MCOMMsfmir L••I 383 T T 16 NEATER STRIA I i• 180" I n n 26NtNGE IAICH SAIL II i.. l•. 1 I 1 2s r uPvc • ' r'1 aErrrFDacatf n wooD i re LOCK t 14 Borrox aAlt I , , utrx Nrrlcc 10 S71tESUPPORT e o1e I SPACE OFqloNAL 1 • O • INSEF;ft AJR SPACE l 7 GLAZfNG MAIL 5.625" n n n n ADJUSTABLE NISNING SILL fw. AAIUSTABlE INSWING Sf11 1Z JAA{B I I I aoa i 4. 562' 1 1 n OIJ151YffYG tiUhfP 17fAE5NOLD to O h 1, • ..4 F 2. 437' —4 I LOLY F19ER JAMB Mr. Ely tr: fy y}1 FL-BJ4 4 or 4 D no A.InnfI c roPTMWI OU 00 1/e• /CMX U= eV.D.Ei oP,10N,t INN! MIMII 1I=1(1151 117=71Ir i11111mi, ri01 111 t1 1N'/rjl ICI ICI ICI t oaICI WWIICIII IMME ICI I__J ICI ICI ICILEIII MIM nlv.ln. 1 M11W O.IppE O.M yaw M O.A.W NOIS KID.O KDID0016 Q D! nOtD p EpCORMP.DOw wiW COOT a0 DO31Cl N&M, rlmNt PRAM[ RrtN UV.' own ro wn maTul IWAu.aon rOKI sPOePe¢ Kma oP '7•-" w)CJICali= or sccTLNc s.ovN). Comr DM ON19ar SwA a ". "''• in OVER 0 O- mam CON= or ( ucros (SOT SSE CtAiS Oq TI,IDN.S 0 WRNS 1% MSIR POLTSTMAKC fOAY YRWROM- _ 01K0 .Nf.O[ 1 - 1/0" AtlITtYS(LLQE RW M /OR M "M SPUDS W' Meuzw 1-]/ le' RACK DTTN V.MYLWACtLL ' RaAMM j0. i PAN MUDRIPfCN R-R S rO THE PUIR[N M= CODE - 3/ -a ((ASCET) FOR ME RUIL.OWEIGMIER (PRBtATEO YODELS u111 -, 2' 1HCn (10 SCREWS PM LITE) la: II ENctasm BLLw;ic, 2)) DOOR HAS i' or WOM IN OnCiI ,S M SW LAWN ENGOES 3 I1A ARC[ FALroM Of t. I ANY 25GVexGLV. STM SKIM CNN IEROGL TRW& WITH A SAREO-0H RtNOE M SW CATCH ON •1L SF[[D too TIO 11 AM A SANiD-TIN POLIESTER [R. EA01 SIDE Of DOOR. R c c TOP COAT APRRED M OOTN MEAN ROOF HOODIY ]0' SIDESOFSILELSOL12GGALA, f1IIL loP ROLLER BOKRR. LICK BRACM AITA04M W/(A) [ Ih]/ S V= NIIN CND Q IL O L E O L LL CD m N I N Om A!" REY atr 0 TO .Tbb®W OOOA NfmTOCi-lOC SIST[N 43 !/10/2000 CIMMA). a DrfoD2 os a/wNa oe m/2•/os ADDED ITO TACK OPTION HOT[: DEL 0.0% e2/9D ADDED ME OOANRTv Clam ADDED INSULATED 11/N 190. ISOo ISOAIM CINX W. NDTTIEONIAL TRKI SL"001 BT DOOM DMALLM (TO Sign 1M TOP BAAOE7 0• TRAC Ej NOAQONIAL 1) u GLV. ETEQ IIAO BRACKET. j EACH FASmcn TO W000 Ano WSTH 3) ]/10".1-]/D• WOOD UD SCNCYS. O"F TRACK IOW NVAEPO AOPTION VIEW t- 000R $ IcoR 2• GLV. SKEET IRACC 1. Wtl2, SPACE 7NCAN= DW LOCK POSITION • e-0 m BOTH SIDES) TWO AM LOCROC TIP. 2-1/2 ••11 G GLY. STLn TRACK BRACKET. I) TRACK MQMS KI ME. (FACTO!" ATTICM) TRW. MEACIROOM OACKLAMA3 AN OPf10N t-Appoc D• SHEETWrTAL = FIVIS 3• . 2D GA N-BAM, C-SMS 01 A 2-1-2-1 PATTERN (LE TWO U-BARS IN BOTTDN wamm. ow O O&IftON NOR ELOO SN. ETC.) o O SELF SCREWS GpO wN TS Re rA NKIT2NIl1All RIME 1FRINAL wd 62.1M1 & cm 1 My ' e• . 0 13QVEm € Comm (C-20 OA N SCREWS OR 17 VIEMCOMC(LOW OR 1/• - TAPCONSUERWIICCDROtS21JLAD S[AE1'4 ON ID CP706 1 OD. Sj RCN. CON[A ' KS`a VAS"IMED WITH NW. RwSRCI REOURM V4 SCREWS MAT BE COUNTERS" RUN F A/CM& ANCHORS OD. RPa WA904 QOURtD MIT t oACDED)TWT er A FU"StIM[ (eVT NOT ORIARm) ro its OD A ITTRA 1FIX TING LOKI Bvl rAT 110DJt®) TOPw.1o[ A I S CO]lN/KL IpR2oNTI1 NNPs 00 IOf iMNSfOT LO1D. MOUNTRIC VOR "MA WRm01CGl JW16IAiT mwaFTn LOAD 5T[A11014OWGDT fO01 9 67Nllrn (To sum 2M10R' AN[ AD J/ r?0 U. UK GALV. STEEL END STU G / `.20 GA LV. STEEL 01ER' FILE _ .• I BRAK:RrTS WIN CITE j \ 1 FASE" ED. ODBNO RMMR 1e, CALV. %CORER 1LMD FASTENER (OK PEA ROl1fA) E ro ETOt. Sifts W t•.T sluET NETAL s2" CUP. . SI TRACK.TRA FASTENED TO ROl1EA wlyE$ 12 RA GIP. STEEL TRACKBMCRETS. TIN T O 1/41TD ro [Aq DLACR7W:iN SWO 1/a'a/e' COLTS • NVIS iAPPPC SERE$ PER OD Im1GL SH9 W AODF13. RCK Sw DAD OR 71q 1/4 OM !NEWS ME 11= RNA O E DAU " 2 10 SOL STEEL ROLLER.GALV. STEEL 17116OE NM11 1. 1"t STILE [bW111C0A au ID+Iw- EACH FASTENEDro [NO ___ 1.1121 Stan Im. OnnN MNA R: OFF "' vnW11s Loc. BeTRACrSmEVTALLC-W 14%3/aCACISSIEf Dm SUDS ROT OKJT= EACH 20 G GLV. STRETEELNGTH, YIN. 1'IRD SiRO1GTlt50TAPPINGSCREIYS ' Silo 0 0 [ SET HAMOLt or DOOR1Nr DESIGN oc DQ LIPPOAE2C CEAOtrylii 1A•GL ONE CESWOI OGwmt: wxi,-CFn3LrMO. P.E. StYLL1 M E R[SPONSOLItrOFTHEPROFIMONNFLORdP.L 14803. NC M FIP.E. 1 11 Y r3• TALLa 20 G GLv. STEEL 0-BARS L DN H ME 23M. MS (91513RECOMFOR THE ELWr2NC ORSTMCRIA[ AHo W f ro I DESIGN LOADS: +24.0 PSF eK -24,5 PSF 1-T/e' IN A 2-1-2-1 PATrpIN LL TWO u-Kws OR eorroN SECTON, mKE<1!- IAA ON IIm or COOL MIEN EIMM MOM; CDOMIwl THE LnADs ON LOCIK B,A tDOONG THISOAu1WGTESTLOADS: +36.0-PSF & -37.0 PSF r Y ETC. [Aa tl- BIR A1TACIED SELf 1U-W TIAr M., — 1i 1WOlyo NA1Dc NAL Durn SESE CWPAT tRnODD7 PrtO0UC75 tp1IPANF SCAIGN. Clopay NASOIL ON aw am BLVD. NOTED 16' 0iT . B'o„ v[ 1nH A -A IcrN vrwl 13 GA CAM SrM BOSON Ba.aa Building ATTACHED WON (2) 9M I¢TAL 9 wrn 13) I70-4000 - 1/ 3/ 97 IPI®1 Products Ca .Bum a Rw" R...".. MAVN ET. JAC Y N 73 5 64 94 16'w 24 -24.5 PSF DES. IIUS/e• SCREWS TM ortmgem. Ns dlpiel.d Irr.Ke ar. tl,. eN CRAVING wlua REV• 9 dcI.. n. 1_ I D a R _Company m -PD1F z wt a(° °°' abi mww B101711O6