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HomeMy WebLinkAbout501 E 11 St 06-2147 NEW SFHS701 f I It" Sf PERMIT ADDRESS CONTRACTOR sob ADDRESS PHONE NUMBER PROPERTY ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTO PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE SUBDIVISION PERMIT # t4 0.441 *401 DATE V PERMIT DESCRIPTION 'T(.0 • a I, PERMIT VALUATION _ ) f SQUARE FOOTAGE S8Z 9 n O C7 UI 0 m ra Cityof Sanford o;oo ,•,, Certificate of Occupancy This is to certify that the building located at 501 E 111h Street for which permit number 06-21477 has heretofore been issued on May 16, 2006 and has been completed according to plans and specifications filed in the office of the Building Official prior to the issuance of said building permit, to wit as New Single Family Residence subdivision regulations ordinances of the City of Sanford with the provisions of these regulations. Staff Approval Building: G Hyatt Engineering & Planning: Date 11 /06/06 G Hyatt 10/ 19/06 Public Works: M Watson 11/03/06 Utilities: R Blake 11/08/06 Fire Department: Conditions (if blank, no conditions apply) Deron Thompson Q)a rVA . 4,.: _ 0 11/08/06 Property Owner Building Official Date 3P006UO2 CITY OF SANFORD 11/08/06 Edit Narrative 13:43:05 Application number, type 06 00002147 NEW SINGLE FAMILY HOME - D Property address . . . . . . 1111 CYPRESS Type information, press Enter. cc sign off: P&Z: GH 11.06.06 (change address) PW: MW 11.03.06 Uti : RB 11.08.06 More... F3=Exit FS=Copy F6=Insert F7=Delete F8=Time stamp F12=Cancel F21=User defaults BUILDING DEPARTMENT - Re: 1111 Cypress Ave 06-2147 1 From: RUBEN HYATT To: BUILDING DEPARTMENT Date: 11/7/2006 2:00 pm Subject: Re: 1111 Cypress Ave 06-2147 passed 11-07-06 address had to be changed to 510 e. filth st. BUILDING DEPARTMENT 11/03/06 10:52 AM >>> 06-2147 single family Deron Williams Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 120B DAVID JOHNSON. CPA, ASA 711 ... J 111 PROPERTY E 11 -H ST APPRAISER A 5 0 SEMINOLE COUNTY FL. m 1101 E. no SANFORD FL3277t-146& t 407-665-7SO6 D m m 2007 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 25-19-30-5AG-130B-005A Number of Buildings: 0 Owner: THOMPSON DERON Depreciated Bldg Value: SO Mailing Address: 134 DREW AVE Depreciated EXFT Value: $0 City,State,ZipCode: SANFORD FL 32771 Land Value (Market): $14,062 Property Address: 1111 CYPRESS AVE SANFORD 32771 Land Value Ag: SO Subdivision Name: SANFORD TOWN OF JUSIA4<:rKe: Vr,!Ue S14,062 Tax District: S1-SANFORD Assessed Value (SOH): $14,062 Exemptions: Exempt Value: SO Dor: 00-VACANT RESIDENTIAL Taxable Value: $14,062 Tax Estimator SALES Deed Date Book Page Amount Vac/Imp Qualified WARRANTY DEED 03/2006 06156 0163 S15,500 Vacant Yes WARRANTY DEED 04/2005 05696 1625 $5,000 Vacant No 2006 VALUE SUMMARY WARRANTY DEED 02/1998 03375 0113 $4,800 Vacant Yes 2006 Tax Bill Amount $277 CERTIFICATE OF 11/1996 03160 0455 S100 Improved No 2006 Taxable Value: S14,062 TITLE WARRANTY DEED 03/1990 02160 1103 $12,500 Improved Yes DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS WARRANTY DEED 01/1976 01078 1636 $3,500 Improved Yes CERTIFICATE OF 01/1974 01016 0851 $2,000 Improved No TITLE Find Coniparahle Sales within MIS SLIWIVISI-r' LAND LEGAL DESCRIPTION Land Assess Frontage Depth Land Unit Land PLATS: Pick... Method Units Price Value FRONT FOOT & LEG W 1/2 OF LOT 5 + W 1/2 OF N 1/2 OF 62 99 .000 280.00 DEPTH 14,062 LOT 6 BLK 13 TR B TOWN OF SANFORD Permits PB 1 PG 56 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. If you recently purchased a homesteaded properly your next ear's property tax will be based on Just/Market value. http://www.scpafl.or,,/web/re_web.seiiiiiiole_couiity_tltle.Iparcel=2519;05AG 1 10BO05A... 1 1-8/2000 JUNE 7, 2006 CITY OF SANFORD BUILDING DIVISION P. O. BOX 1788 SANFORD, FL. 32772-1788 RE WEST ''/s OF LOTS AND WEST1/2 OF NORTH ''/z OF LOT 6 BLK 13 TIER B TOWN OF SANFORD( 1111 CYPRESS AVE) TO WHOM IT MAY CONCERN: THE FINISH FLOOR ELEVATION OF THE STRUCTURE LOCATED AT ( 1111 CYPRESS AVE ( WEST 'V2 OF LOT 5 AND WEST %2 OF NORTH %z OF LOT 6 BLOCK 13 BLOCK B TOWN OF SANFORD ) MEET OR EXCEEDS THE REQUIREMENTS SET FORTH IN CITY OF SANFORD CODE CHAPTER 6, SEC 6-7 (a) M. EDWARD GORDON R.L.S. # 2259 U. DEPARTMENT OF HOMELAND SECURITY Fe er I Emergency Management Agency onal Flood Insurance Program ELEVATION CERTIFICATE Important: Read the instructions on pages 1-8. OMB No. 1660-0008 Exoires February 28. 2009 SECTION A - PROPERTY INFORMATION For Insurance Company Use: Al. Building Owner's Name Policy Number D KO N j"-/I o 4-7 i? 50 / A2. Building Street Address (including Apt., Unit, Sulte, and/or Bldg. No.) or P.O. Route and Box No. Company NAIC Number i l l Cy ri_Lt s s 4 ci e City State ZIP Code stN Pv l i=3 z 7-7 l A3. Propert ,I tion (Lot and Block Num ers, Tax Parcel Number, Legal Descripyon, etc.) •/c - T.w, o f S gAJ fcc.z/ fill[' ; .f L4C. >,- ` 't jZ t N t n f 1--e * b 1 C' r 3 p%pN'/ / rl / A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) . ` S / A5. Latitude/Longitude: Lat. Ling. Horizontal Datum: NAD 1927 NAD 1983 A6. Attach at least 2 photographs of the building If the Certificate is being used to obtain flood Insurance. A7. Building Diagram Number / •• A8. For a building with a crawl space of bnclosure(s), provide A9. For a building with an attached garage, provide: a) Square footage of crawl space or enclosure(s) /A sq ft a) Square footage of attached garage f lro sq It b) No. of permanent flood openingstinithe crawl space or b) No. of permanent flood openings in the attached garage enclosure(s) walls within 1.0 foot pbPve adjacent grade NA walls within 1.0 foot above adjacent grade _N,4 c) Total net area of flood openings 16 l 8.b Afn sq in c) Total net area of flood openings in A9.b n/i1 sq Ir SECT ON B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name B3. State I 'C A A/ 4F,.,.i c,*r --f Sear 1Nd /r r= 0-/ d1,;< B4. Map/Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zor Z 2 / Dale Effective/Revised Date Zone(s) AO, use base flood depth) D 4 (J 0 5 Air 14 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. FIS Profile FIRM Community Determined Other (Describe) -,YA 1311. Indicate elevation datum used for BFE in Item 139: []FNGVD 1929 NAVD 1988 Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes Designation Date CBRS OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: Construction Drawings' Building Under Construction' inished 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, ARIA, AR/AE, AR/A1-A30, AR/AH, AR/AO. Complete Items C2.a-g below according to the building diagram specified in Item A7. Benchmark Utilized Co,44 Vertical Datum / A Z 9 Conversion/Comments Check the measurement used. a) Top of bottom floor (including basement, crawl space, or enclosure floor)_ 5) . 77. feet meters (Puerto Rico only) b) Top of the next higher floor A J feet meters (Puerto Rico only) c) Bottom of the lowest horizontal structural member (V Zones only) A feet meters (Puerto Rico only) d) Attached garage (top of slab) 30 .A L 31eet meters (Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building 9 feet meters (Puerto Rico only) Describe type of equipment In Comments) f) Lowest adjacent (finished) grade (LAG) 3o . 2 feet meters (Puerto Rico only) g) Highest adjacent (finished) grade (HAG) 0 : I- jf feet meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed arid sealed by a land surveyor, engineer, or architect authorized by law to certify elevation Information. I certify that (lie information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. J Check here if comments are provided on back of form. i'LS aZZS`/ Certifier's Name j / License Number Title Company Name /, d N a Gd P c L y 5-/-e CC. % Address . p j / z City State ZIP Code d 9 . 7 "1 A" f` r.e1, 77- 7 7 signature + i Date / / / Telephone - 7 3 z y S-Z I Ile le 6 FEMA Form 81-31, February 2006 See reverse side for continuation. Replaces all previous edit!( tTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company Use: ig Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number r /// l c 5 -5 A i_nc 5-,4,-V eaxlC=-L State ZIP C4:fd6 Company NAIC Number A:L. -47--7 r 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 C 2 e e / 44-411, ; .r D 4 A G pod 06 Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items El-E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B. and C. For Items E1-E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawl space, or enclosure) is feet meters above or below the HAG. b) Top of bottom floor (including basement, crawl space, or enclosure) is feet meters above or below the LAG. E2. For Building Diagrams 6-8 with permanent flood openings provided in Section A Items 8 and/or 9 (see page 8 of Instructions), the next higher floor elevation C2.b in the diagrams) of the building is feet meters above or below the HAG. E3. Attached garage (top of slab) is feet meters above or below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is feet meters above or below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? Yes No Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA-issued or community -issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. PrQpOwner's or Qwners u oV, gegr_es tive's Name 1- - Y,_, r2 .7 / A?,d ss 4 ity State ZIP Code bryI A 76e) 6 -2 1 'Z-7-7 S-Lf bs Date Telephone 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 Memorandum City of Sanford Department of Planning & Development Services P.O. Box 1788 Sanford, FI 32772-1778 Telephone (407) 330-5673 Fax: (407) 330-5679 November 15, 2006 TO: Building Department Florida Power & Light Co. E-9-1-1 Fire Department Progress Energy Seminole County Planning Department Police Department Florida Public Utilities Seminole County Property Appraiser Public Works Department BellSouth Seminole County School Board Utilities Department Brighthouse Cable Supervisor of Elections Post Office Navtech Seminole County Sheriff's Office RE: Address Change within the City of Sanford Tax Parcel Number: 25-19-30-5AG-1306-005A Currently the above referenced property needs to be properly addressed for internal tracking. It is necessary to assign a new address in accordance with Seminole County's E911 standards. Please note the following new address: PARCELID 25-19-30-5AG-130B-005A PREVIOUS ADDRESS 1111 Cypress Avenue NEW ADDRESS 501 E. 11 th Street The attached exhibit identifies the location of the property. If you have any questions regarding the above or pertaining to addresses within the City of Sanford please do not hesitate to contact this office. Thank you. Eileen Hinson Senior Planner Attachment: Site vicinity map Cc: Address File F:\ZONINGWDD\Monthly MemosMdress Memo-501 E. 11th Street.doc CITY OF SANFORD PERMIT APPLICATION Permit # : (.P —o I q J Date: RECEIVED Job Address: G SS / t " 5hiyt <D EL 3 i2- 7 7 7 Description of Work: 5 `ma y' frZfEg ag nn 1 3 2006 Tlotal S uare Foota e _i Historic District: Zoning: Value of Work: Per .emit TyBuilding 1/"" Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential "' Commercial Industrial Construction Type: —r eSL # of Stories: # of Dwelling Units: _ Flood Zone: (FEMA form required ) b)wners Name & Address' `V C / ! / " Yr- v k)r- 7-)/ 1-/0 7 Contractor Name & Address:, 1 + 2. 15 3 " 5A4 - 1 3 o Q ^ 6-05A State License Number: Phone & Fax: Bonding Company: Address: Mortgage Lender: Address: Contact Person: Architect/Engineer: Phone: r _ Address: Fax: hone: 1' Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN, ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found inth•e,public records of this county, and there may be additional permits required from other govemmental entities such as water management districts, state agencies, or federal agencies. Acceptance o^ ermit is venficati that 1 '11 no ' y the owner of the property of the requirements of Florida Lien Law, FS 713. Signature of Owne 15ate Signature of Contractor/Agent Date Name Print Contractor/Agent's Name Signatrig4NotIL ate f l r' GRAVE Date Signature of Notary -State of Florida Date roe. ••,•e;F ttt 9MYCOMMISSION0DD -Wn EXPIRES: November 12, 2006 11 e &ade4ThmSU4ARagsarvims Owner? tt is Personally Known to Me or e^ Contractor/Agent is _ Personally Known to Me or Produced lfi\ri • © /' _ Produced ID APPROVALS: ZONING: UTIL: /Z&6I6/05-- FD: .EN BLDG: y zy d Special Conditions: Rev 03/2006ds C9 am x 7 5,10 %ems 26 13 1 IIII II III II 11 111 it III II 11111 III 11 I 11 III 1111 II 1111 111 NOTICE OF COMMENCEMENT MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 06256 Pg 06021 apg) Permit No. Ta)dL4RjkloS #-2006083104 State of Florida RECORDED 05/22/2006 001E:20 PM County of Seminole RECORDING FEES 10.00 RECORDED BY H Bailey The undersigned hereby gives notice that improvement 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 I/ // C-,oveFsS 2. General description of improvement: rOwner information t) a. Name and address M b. Interest in property c. Name and address of fee 4. Contractor a. Name and address of the property and street address if available) titleholder (if other than Owner) 11— CERTIFIED ropy b. Phone number Fax number UUNK OF j1RCjjjjAA, 5. Surety F r IDA a. Name and address mi DEPLITYCt FQK b. Phone number Fax number n c. Amount of bond U 6. Lender a. Name and address b. Phone number Fax number 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes: a. Name and address b. Phone number Fax number 8. In addition to himself or herself, Owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.130)(b), Florida Statutes. a. Phone number Fax ber 9. Expiration date of notice of commencement (the expiration date is I y from a ss a different date is specified) Signature oWOwner toSomto (or affirmed) and subscribed before me this day of G 20 O (, , by Ur h t ,SU Personally Known OR Produced Id ntification Type of Identification Produced bL Ts i Z • to 3 • b S 3 g / • S PHIS IN TRUMENT PREPARED BY: t`°"+•Pb. JO ANN M. JOHNSON MY COMMISSION & DD 28%22 NAME c-/1 Si e of Notary Public, Statg-of Florida s, EXPIRES: March 23, 2008 ADDR. ( N 1)? a CQ Commission Expires: yl"OF ilBonded Thru Budget Notary Services C! ' CITY OF SANFORD PERMIT APPLIC ATION Permit # : ALAI (1 Date: I,)I — (Q U l Job Address: Description of Work: \t E0..p Q pn_-a Total Square Footage Historic District: Zoning: J Value of Work: S Permit Type: Building Electrical Mechanical Plumbing t/' Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement Nc%v (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines4 of Gas Lines Plumbing/ New Residential: # of7Cornmercial er Closets _ Plumbing Repair — Residential or Commercial Occupancy Type: Residential Industrial Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required) Owners Name & Address: Phone: Contractor CNameAddress: *rz NJ"" %03 _ Sb7 ,-- tr' \ State License Number: Phone & Fax: Contact Person: Phone: Bonding Company: Address: Mortgage Address: Architect Address: Application is hereby made to obtain a permit to do the work and installations as indicated. I ccrtify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER' S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions app this county, and there may be additional permits required from other governmental entities such Acceptance of permit is verification that I will notify the owner of the property of the rcqu Signature of Owner/Agent Print Owner/Agent's Name Date Signature Signature of Notary -State of Florida Date Owner/ Agent is Produced ID APPROVALS: ZONING: Special Conditions: Rev 03/2006 Personally Known to Me or UIl L: FD: Signature of to this property that may be found in the public records of management districts, stateAencies, or federal agencies. t a Ob Date DEBBIE BLANTON ZMYCOMMISSION # DD 188491 EXPIRES: February 25. 2007 1- 1003 N IAAY H. Notary 0=Wgt Aram. Co. Produced ID ENG: BLDG: CI'1'%' OFSANFORD PERMIT APPLICATION 9 Permit it : 2 / ( _ _ Date: ` C) Q Job Address vA Description of Work: /y^J "" d Total Square Footage Historic District: "Zoning: Value of Work: S Permit Type: Building Electrical , Mechanical Plumbing Fire Sprinkler/Alarm fool al Electrical: New Service — N of AMPS ,9D Addition/Alteration Change of Service '1-emporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout &Energy Cale. Required) Plumbing/ New Commercial: N of Fixtures q of Water & Sewer Lines It of Gas Lines Plumbing/New Residential: q of Water Closets Plumbing Repair — Residential or Commercial Dccupancy Type: Residential Commercial Industrial Construction Type: H of Stories: N of Dwelling Units: Flood Zone: (FEINA form required) r' r 1 Owners Name &,A"res/s: ,r C ,/L9`Yy?f 5 ' 61 c U Phone: contractor Name & Address: hone & Fax: 3onding Company: ddress: Mortgage Lender: ddress: rchitect/Engineer: ddress: St21c license Number: - (-- 3 G 6/,C!' Contact Person: Phone: Phone: Fax: pplication is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the ssuance 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 wmmit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS. POOLS, FURNACES, BOILERS, HEATERS, TANKS, and UR CONDITIONERS, etc. WNER'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 onstruction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING WICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WffH YOUR LENDER OR AN ITORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEME-N'I'. 40TICE: 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 his county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. eceptance of nt . verification that 1-witI-notify the owner of Agent's Name 0t;1WLof FI9DqM M. JOHNSM MY COMMISSION If DO 285822 EXPIRES: Mardi 23, 2008 80115W TM GOV tktnty SeMces Owner/Agent is V Personally Known to Me or Produced ID PPROVALS: ZONING: pecial Conditions: ev 03/2006 t Wrty of the requirements of Florida Lien Law, FS 713. 2ea 6 29'GC6 Date Ufll.: FD: Signature of Contractor/Agent Date Print Contractor/Agent's Name Signature of Notary -State of Florida Date Contractor/Agent is _ Personally Known to Me or Produced ID ENG: BLDG: Permit H : 0 /; /2 / I/ / fob Address: J L/ 6 Description of Work: Historic District Zoning: CITY OF SANFORD PERMIT APPLICATION f / Date: / ' Ov G Z ( Total Square Foola / S' e Value of Work: S X C'6' Permit Type: Building Electrical Mechanical </ Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service - H of AMPS Addition/Alteration Change of Service Temporary Pole _ Mechanical: Residential Non -Residential Replacement New --(Duct Layout & Energy Cale. Required) Plumbing/ New Commercial: H of Fixtures H of Water & Sewer Lines H of Gas Lines Plumbing/New Residential: H of Water Closets Plumbing Repair — Residential or Commercial _ Dccupancy Type: Residential Commercial Industrial Construction Type: H of Stories: H of Dwelling Units: Flood "Lone: (FEMA form required ) Jwners Name & Address: contractor Name & Address: hone & Fax: e-A- -5 ,? i 3onding Company: ddress: Mortgage lender: ddress: rchitect/Engineer: ddress: 1kl 6- rf Phone: y6 State License Number: l V 5 C-S (3 T^ LContactPerson: .r /12 U Phone: / / Phone: Fax: application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no wort: or installation has commenced prior to the ssuanee 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 iermit must be secured for ELECTRICAL. WORK, PLUMBING, SIGNS, WELLS. POOLS, FURNACES, BOILERS, BEATERS, TANKS, and UR CONDITIONERS, etc. WNER'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 onstruction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMM ENCL'MENf MAY RESULT IN YOUR PAYING WICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING. CONSULT W ITI I YOUR LENDER OR AN 1TTORNEY BEFORE RECORDING YOUR NOTICE'- OF COMMENCEMENT. 40TICE: 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 his county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Wcepta4perm verification that 1 will notify the owner of the property of the requirements of Florida Lien law, FS 713. Zbo6 0 /Agent t Date Signature ofContraclur/Agent Date Print Owner/Agent's Name Print Contractor/Agent's Natne g ignature of Vopry-State of to ida Date Signature of Notary -State of Florida Date JO A= M. JOHNSON MY COMMISSION f OD 285622 EXPIRES: March 23, 2008 Oo~ Bonded Thor Budget Notary Services Owner/Agent is 'rersonally Known to Me or Contractor/Agent is _ Personally Known to Me or Produced ID Produced ID LPPROVALS: ZONING: UTIL: FD: ENG: BLDG: pecial Conditions: ev 03/2006 Law & Associates, Inc. 1277 N. Semoran Blvd., Ste. 112 Orlando, Fl- 32807 321) 235-9105 REPORT ON IN -PLACE DENSITY TESTS Client: Thompson, Duron 118 Mayfield Drive Sanford L 3277 - Project: (DT) 1111 Cypress Avenue S rd, Florida Area Tested House Pad Subgrade Technican: Billy Worley Date Tested: June 22, 2006 Project No.: 06-02.2442 Density Set No.: 1 131 Issue Date: June 26, 2006 Tyne of Test: Field: ASTM D-2937 Drive Cylinder Method Laboratory: ASTM D-1557 Modified Proctor Moisture -Density Relationship O Remarks: The test results Did Meet or Exceed 95% of the Soil's Maximum Density as determined by ASTM D-1557. 1aximum Test Depth 1)ry Optimum Field Dry Percent Location of Test of'I,est Density ioisIure Moisinre Density Compaction o pc) PC), Content Content pcf) Approximate center of Northwest quarter of House Pad 0-1 109.5 11.5 5.3 112.5 100+ 2 Approximate center of Northeast quarter of House Pad 0-1 109.5 11.5 8.4 105.4 96.3 3 Approximate center of Southwest quarter of House Pad 0-1 109.5 11.5 5.6 110.4 100+ 4 Approximate center of Southeast quarter of House Pad 0-1 109.5 11.5 5.3 110.7 100+ 5 Approximate center of House Pad 0-1 109.5 11.5 7.0 109.7 100+ Depth of test referenced from top of subgrade. Client Copies: 2 President Florida Registration No. 45286 OWN,- ` 17 11.:1 ii - nC OCCUPANCY 1111CyUre S S Ave.. Certificate of Occupancy W of Lot 5 & Wk of the Nk of Lot 6, Blk 13, TrB Townaor an ord OUIIOINO CONTRACTOR Sub. Reg's. Apply: Yes No BUILDING RECORD BUILDING: 3-10-76 Permit411813 Final Inspection Owner - Reroof S/F dwelling FEES: 150 .) Development Fees Streets Paved Unpaved Street Paving Fee ` UTILITIES: Water Lines Meter Set Sewer Lines Sewer Tap Storm Sewer ENGINEERING/PUB. WORKS: Drainage Street Paving Street Name Signs Street Lights OVER Maintenance Bond PLUMBING 12-5-88 Permit # 2715 CONTRACTOR Owner FIXTURES Repair ELECTRICAL 12-5-88 Permit # 12412 CONTRACTOR Midway Electric FIXTURES Repair INSPECTIONS INSPECTIONS ROUGH IN ROUGH IN FINAL •'a.+ FINAL MECHANICAL CONTRACTOR FIXTURES INSPECTIONS ROUGH IN FINAL 1 PLAT OF SURVEY OESCRIP TION THE WEST 1 /P OF LOT 5 HNO WEST 1 /P OF NORTH 1 /P OF LOT 6 BLOCK 13, TIER 8 E.R. Tl1/1 FFORU M/1 P OF TOWN OF Sf1 NFO110 1S RECORDED IN M/iP B0011 TU 6_11F THE PUBLIC RECORDS OF SEMINOL E COUNTY, FL OAIOfI E 11 TH ST. ( 66' RiW ) PAVED 0 w Q 3 TY c.l 00 LU In V) w U 62. 00 1. _5' 0' 13 17.00' IS 117 00* Lr, m C6 20.0 21.25' ERST 1/2 OF LOT 5 E1157* 1/L' OF LOT 6 6e. 00 v SOUTH 1/I? OF LOT 6 NOTES. 1 NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER I THIS SURVEY WAS PREPARED FROM TITLE 114FOAMATION FURtOSFTED TO THE SURVEYOR. IIIE:RL' MAY W OTTER RESTRICTIONS OR UNRECORDED EASEMENTS THAT EFFECT" THIS PROPERTY. 7 NO UNDER GROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHER VISE SHOWN 4 DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES. 7 DEARBNOS ARE BASED ON ASSUMED DATUM AND ON THE LINE S110VN AS BASE BEARINO 1B.B.T. B VERTICAL CONTROL (NATIONAL GEODETIC VERTICAL DATUM 10201 LFOEND- ELEV - ELEVATION M&D - NAL AND DDK BLX -BLACK FO • FOUND POB - Tow OF OEGN7010 ESMT . FA313BIT E3MI - EASEMENT PVC - PONT OF COMMEMCILNT P • IRON PE STY • STORY CB - CHOW SEARNO R . RAThO E - CENTERLINE PoGNr OF BAY e • DELTA X-X-X - FENCE FL - PROPER7Y LFE C • CHORD m . RESUEMCE K • PONT OF CLRYE L . LEMONT OLD O - BULDNO CONC - CONCR{?TE P •MI SO FRM • Im FRAME MON - MONUMENT P . MLP9ER ATE. • UTILIrY TO .ROAD 0 -FD CONC MON FO RE&AR • Q - LET REBA1 .2250 O - SET CONC MON 47r59 TOM - TEMPORY BENCII NARK MY - INVERT N.O,• NAIIAUL OROLND FF - FM311 FLOOR 011 - WWI MARE M. EDWARD GORDV SU VEYING REGISTER LAI\U SURVEYOR 02259 PO BOX 1557 SAWORD , FLOILDA 32772 PHONE 324 5720 500 WEST I TH STREET SANFORD . FLORUA THIS- PROPERTY LIES IN ZONE X ACCORDING TO FIRM MAP Tf 12117C 0045 E DATE 4/14/95 PREP/1REO FOR OERON THOMPSON TYPE SURVEY PLOT PLAN Di Tr 410312006 SCALE I„ = 30' DRAWNG NO: JOB No - SIFT.• I OF I ITHE SURVEY DEPICTED HERE IS NOT COVERED BY PROFESSIONAL LIABILITY INSURANCE COUNTY OF SEMINOLE IMPACT FEE STATEMENT ISSUED BY CITY OF SANFORD STATEMENT NUMBER 106-75086 BUILDING PERMIT NUMBER: • 04 (CITY) UNIT ADDRESS: TRAFFIC ZONE: JURISDICTION: 06 SEC- 3 5 TWP : k_ R N G : 30 SUBDIVISION: PLAT BOOK: PLAT BOOK PAGE: OWNER NAME: 034PE ADDRESS: _3 APPLICANT NAME: ADDRESS: v_) DATE: 5' 2 Z •f& COUNTY NUMBER: CITY OF SANFORD PARCEL - TRACT: s A ci BLOCK: LOT: w LAND USE CATEGORY: 001 - Single Family Detached Him TYPE USE: Residential WORK DESCRIPTION: Single Family House: Detaches onstruction FEE BENEFIT TYPE DIST ROADS ARTERIALS CO -WIDE ROADS COLLECTORS NORTH LIBRARY CO -WIDE SCHOOLS CO -WIDE RATE FEE U SCHEDULE DESC_ rE PER # 6 TYPE TOTAL DUE IT OF UNITS 0 dwl u'4 ! 705.00 0 dw n t $ 000.00 0 d it $ 54.00 0 dwl unit $1,384.00 STATEMENT RECEIVED BY:-vi'1 C o,^ E•ASE PRINT' NAM NOTE TO RECEIVING SIGNATORY/A ENSURE TIMELY PAYMENT MAY RESUL 1 $ 705.00 1 $ 000.00 1 $ 54.00 1 s 1,384.00 AMOUNT DUE 3 2,143.00 NATURE: DATE: NT: FAILURE TO NOTIFY OWNER AND YOUR LIABILITY FOR THE FEE. **** DISTRIBUTION: 1-COUNTY -cKly 2-APPLICANT -COUNTY NOTE** PERSONS ARE ADVISED THAT / TSO IS A STATEMENT OF FEES WHICH ARE DUE AND PAYABLE PRIOR ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THA ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATI NS 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 OT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FO REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT ODE. COPIES OF THE RULES GOVERNING APPEALS MAY BE PICKED UP, OR RE ESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD, FLORIDA 32771; (407) 666-7474. 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******************** owner is Produced ID CITY OF SANFORD BUILDING DIVISION OWNEWBUiLDER AFFIDAVIT ELECTRICAL & FIRE ALARM SYSTEMS An ovrner of property making application for permit, supervising; and doing the work in connection with the construction, maintenance, repair, and alteration of and addition to a single-family or duplex residence for his or her own use and occupancy and not intended for sale or an owner of property when acting as his or her own electrical contractor and providing all material supervision himself or herself, when building or improving a farm outbuilding or a single-family or duplex residence on such property for the occupancy or use of such owner and not offered for sale or lease, or building or improving a commercial building with aggregate construction costs of under $25,000 on such property for the occupancy or use of such owner and not offered for sale or lease. In an action brought under this subsection proof of the sale or lease, or offering for sale or lease, of more than one such structure by the o%vner-builder within I year after completion of same is prima facie evidence that the construction was undertaken for purposes of sale or lease. This subsection does not exempt any person who is employed by such owner and who acts in the capacity of a contractor. For the purpose of this subsection, the term "owner of property" includes the owner of a mobile home situated on a leased lot. To qualifi, for exemption under this subsection, an owner shall personally appear and sign the building permit application. State law requires electrical contracting to be done by licensed electrical contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own electrical contractor even though you do not have a license. You may install electrical wiring for a farm outbuilding or a single-family or duplex residence. You may install electrical wiring in a commercial building the aggregate construction costs of which are under $25,000. The home or building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease more than one building you have wired yourself within l year after the construction is complete, the law «ill presume that you built it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as your electrical contractor. Your construction shall be done according to building codes and zoning regulations. It is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. 1, /Dr-00n G Vhm, do hereby state that I am qualified and capable of performing the requested construction involved with the permit application filed. I will assume full responsibility as an Owner/Builder Contractor, and will personally supervise all work allowed by law on the permitted structure. ICdcrOwner/B' ture bate Print Owner/Builder Namc EXPIRES: Notmbnr i2, 2000 BonW TFtj8WQ%tk';A Rores:ilcrsnayKnownto Me or has 11 A CITY OF SANFORD BUILDING DIVISION OWNER/BUILDER AFFIDAVIT CONSTRUCTION CONTRACTING Owners of property when acting as their own contractor and providing direct, onsite supervision themselves of all work not performed by licensed contractors, when building or improving farm outbuildings or one -family or two-family residences on such property for the occupancy or use of such owners and not offered for sale or lease, or building or improving commercial buildings, at a cost not to exceed $25,000, on such property for the occupancy or use of such owners and not offered for sale or lease. In an action brought under this part, proof of sale or lease, or offering for sale or lease, of any such structure by the owner -builder within 1 year after completion of same creates a presumption that the construction was undertaken for purposes of sale or lease. This subsection does not exempt any person who is employed by or has a contract with such owner and who acts in the capacity of a contractor. The owner may not delegate the owner's responsibility to directly supervise all work to any other person unless that person is registered or certified under this part and the work being performed is within the scope of that person's license. For the purposes of this subsection, the term "owners of property" includes the owner of a mobile home situated on a leased lot. To qualify for exemption under this subsection, an owner must personally appear and sign the building permit application. State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor with certain restrictions even though you do not have a license. You must provide direct, onsite supervision of the construction yourself. You may build or improve a one -family or two-family residence or a farm outbuilding. You may also build or improve a commercial building, provided your costs do not exceed $25,000. The building or residence must be for your own use or occupancy. It may not be built or substantially improved for sale or lease. If you sell or lease a building you have built or substantially improved yourself within 1 year after the construction is complete, the law will presume that you built or substantially improved it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person to act as your contractor or to supervise people working on your building. It is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. You may not delegate the responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done. Any person working on your building who is not licensed must work under your direct supervision and must be employed by you, which means that you must deduct F.I.C.A. and withholding tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. I, L Lv7 C f ""P , do hereby state that I am qualified and capable of performing the requested construction involved with the permit application filed. I will assume full responsibility as an Owner/Builder Contractor, and will personally supervise all work allowe law on ermitted structure. ell-0 6 O6 O r/Builde ate Print Owner/Builder Name R+• •., a4 • ' x < Signature o Notary —State o lorida Dateccm g vim Owner is Personally Known to Me or has = -az o in ProducedIDL -' o G) v ", g rn Seminole County Property Appraiser Get Information by Parcel Number Page 1 of I 12613 4.A DAvtD JOHNsoN, CrA, A5A F'.A I5. 5.61E r L PROPERTY E 11TH ST T APPRA[5ER F - 1 .ri 1 .AAu SEMINOLE COUNTY FL. 2.ti v Z 1101 E.FIRsTsT 130A m I 13QB D SANFORD, FL 32771 -146a 4C7- 665-7506 m m 2006 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 25-19-30-5AG-130B-005A Number of Buildings: 0 Owner: THOMPSON DERON Depreciated Bldg Value: $0 Mailing Address: 134 DREW AVE Depreciated EXFT Value: $0 City, State,ZipCode: SANFORD FL 32771 Land Value (Market): $14,062 Property Address: 1111 CYPRESS AVE SANFORD 32771 Land Value Ag: $0 Subdivision Name: SANFORD TOWN OF Just/Market Value: $14,062 Tax District: S1-SANFORD Assessed Value (SOH): $14,062 Exemptions: Exempt Value: $0 Dor: 00-VACANT RESIDENTIAL Taxable Value: $14,062 Tax Estimator SALES Deed Date Book Page Amount Vac/Imp Qualified WARRANTY DEED 03/2006 06156 0163 $15,500 Vacant Yes WARRANTY DEED 04/2005 05696 1625 $5,000 Improved Yes 2005 VALUE SUMMARY WARRANTY DEED 02/1998 03375 0113 $4,800 Vacant Yes 2005 Tax Bill Amount: $200 CERTIFICATE OF 11/ 1996 03160 0455 $100 Improved No 2005 Taxable Value: S10,044 TITLE WARRANTY DEED 03/1990 02160 1103 $12,500 Improved Yes DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS WARRANTY DEED 01/1976 01078 1636 $3,500 Improved Yes CERTIFICATE OF 01/ 1974 01016 0851 $2,000 Improved No TITLE Find Comparable Saves mth,n this Subdivision LAND LEGAL DESCRIPTION Land Assess Land Unit Frontage Depth Land PLATS: Pick... Method Units Price Value LEG W 1!2 OF LOT 5 + W 1/2 OF N 1/2 OF FRONT FOOT & 62 99 .000 280.00 14,062 LOT 6 BLK 13 TR B TOWN OF SANFORD DEPTH PB 1 PG 56 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. Ifyou recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. http://www. scpafl.org/pls/weblre_web.seminolc_county_title?parcel=2519')05AG130B00... 5/16/2006 I 1hAffi\ M MVA SYME vrs iim ib, 0WRUSWAL AiAsYsrEMS- Truss Design Index Sheet* Work Order Project Identification t W0:DER NT MPSOn CUST: DERON THOMPSON Name: THOMPSON RESIDENCE Truss Design Engineer neerAddress: City/ County: Name: Bradley E. Morris Truss Manufacturer Information Address:1101 N. Great S.W. Pkwy. City/ State: Arlington, Texas76011 License No.: Florida 58488 Name: New Moon Enterprises Inc. Address 1:607 School Street Address 2: Ci ty/State : Apopka, FL 32712 esi n Information Job Load :20 TCLL 7 TCDL 0 BCLL 10 BCDL psf Wi nd Load: 120 mph Spec: ASCE 7-2002 Bld Type: All Buildings Except Category I, III, IV Exposure B, Enclosed Snow Load/Concurrent BCLL: See Ind. Designs B1 dg Code: Florida Code 2004 - Commercial Dsgn Code: ANSI/TPI 1 -2002 1 / Software: TrusPlus T6.4.24 Structural Engineer of Record No Structural Engineer of Record 2/ 2.7/2006 I hereby verify that this document was prepared by me or under ruswal ID: T192742.J213028 my direct supervision and that I am a duly Licensed Professional Engineer. This document is no longer valid if any modifications are made to it. Table of Contents Page Design Label Page Design Label Page Design Label Page Design Label Page Design Label 1 Scope of Work 2 Details List 3 CJ1 4 CJ2 5 H1 6 H2 7 H3 8 H4 9 11 10 J1A 11 J3 12 J3A 13 J5 14 J5A 15 J513 16 J7 17 J7A 18 T1 Pagel * FLORIDA ADMINISTRATIVE CODE 61 G15-31.003 section 5 I fj 11%115 AMISit54i6M5 At• rxuSVM OVARMA Engineering eJob 2/27/2006 Truss Engineer Design Responsibilities The engineer's signature on this design certifies that the individual component depicted, if built with the materials and to the placements and tolerances specified, will bear the loads shown on the drawing. Users of the component are responsible for determining that any as -built component conforms to the design. The loading and dimensions specified have been provided by others and have not been verified by the signing engineer. The building designer is responsible for determining that the dimensions and loads for each component match those required by the plans and by the actual use of the individual component. The building designer is responsible for ascertaining that the loads shown on the designs meet or exceed applicable building code requirements and any additional factors required in the particular application. The engineer's seal on the attached component designs indicates acceptance of professional engineering responsibility solely for the design of the individual component assuming that the loading and dimension requirements are as represented to the engineer. The suitability and use of this component for any particular building is the responsibility of the building designer in accordance with ANSI/TPI 1-1995 Section 2. The engineer certifying this component is not responsible for anything beyond the specific scope of work set forth above, including but not limited to, the loading factors used in the design of the component, the dimensions of the component, the transfer of lateral loads from the roof and/or forward to the shear walls down to the foundation, connection of the components to the bearing support, the design of the bearing supports, the design and connection to the shear walls, the design of temporary or permanent building bracing required in the roof and/or floor systems, transfer of vertical loads down to the foundation, the design of the foundation or analysis in connection with the roof and/or floor diaphragms of the building. This is a high quality facsimile of the original engineering document. A wet or embossed seal copy of this engineering document is available upon request. Truswal Systems Corporation 1101 N. Great S.W. Pkwy. Arlington, TX 76011 800-521-9790 it ll. rxuSVJAL SYSTEM Engineering eJob 2/27/2006 Required Details* Other Available Details* ftp://140:truswal&ftp.truswal.com/DesignsDetails/Repair/BearingLocationTolerances.pdf ftp://140:truswal@ftp.truswal.com/DesignsDetails/Other/WebBracingAlternatives.pdf Sealed versions of these details are available upon request. Truswal Systems Corporation 1101 N. Great S.W. Pkwy. Arlington, TX 76011 800-521-9790 Job Name: THOMPSON RESIDENCE Truss ID: CA Qty: 3 BRG X-LOC REACT SIZE REQ'D TC 2x4 SP #2 Designed per ANSI/TPI 1-2002 1 0- 5- 6 1173 10.56" 1.50" 2x4 SP #1 D 1-2 This design does not account for long term29- 9- 5 959 1.50" 1.50" BC 2x4 SP #2 time dependent loading (creep). Building BRG REQUIREMENTS shown are based ONLY WEB 2x4 SP #2 Designer must account for this. on the truss material at each bearing THIS DESIGN IS THE COMPOSITE RESULT OF Refer to Joint QC Detail Sheet for MAX DEFLECTION (span) - MULTIPLE LOAD CASES. Maximum Rotational Tolerance used L/999 IN MEM 5-6 (LIVE) IRC/IBC truss plate values are based on Uniform TC Dead Loads used have been L- -0.07" D- -0.06" T- -0.13" testingg and approval as required by IBC 1703 adjusted for TC pitch- 3.54. MAX DEFLECTION (cant) • and ANSI/TPI and are reported in available Loaded for 10 PSF non -concurrent BCLL. L/999 IN MEM 6-0 (LIVE) documents such as ICBO #1607. Loaded for 200 lb non -concurrent moving BCLL L- 0.00" D- 0.00" T- 0.01" Permanent bracing is required (by others) to 013TICAL MEMBER FORCES: prevent rotation/toppling. See BCSI 1-03 TC COKP.(DUR.)/ TENS.(WR.) C61 and ANSI/TPI 1. 1-2-1914(1.25)/ 0.28 2-3-81(1.25)/ 36(1.zs) 0.43 3-0-z(1.zs)/ o(1.zs) o.oD BC COMP.(DUR.)/ TENS.(DUR.) CSI 4-5 / 1794(1.25) 0.93 s-6 / 1749(1.25) 0.97 6-0 0(1.25)/ 0(1.60) 0.00 UPLIFT REACTIONS) Support CdC Wind Main Wind Non -Wind 1 -776 lb -560 lb 2 -635 lb -458 lb HORIZONTAL REACTIONS) support 1 184 lb support 2 184 lb This truss is designed using the ASCE7-02 Wind Specification Bldg Enclosed - Yes, Importance Factor 1.00 Truss Location - Not End Zone Hurricane/Ocean Line Yes Exp CategorB Bldg Length - S6.33 ft, Bldg Width - WOO ft Mean Moo height - 9.56 ft, mph - 120 TPI Standard Occupancy, Dead Load - 8.4 psf Designed as Main Wind Force Resisting System and Components and Cladding Tributary Area - 52 sqft LOAD CASE #1 DESIGN LOADS ---------------- Dir L.Plf L.Loc R.Plf R.Loc LL/TL rs COMP.(OUR.)/ TENS.(OUR.) CS1 2- 5 / 723(1.25) 0.13 2- 6-1867(1.25)/ 0.60 3- 6-152(1.2S)/ 91(1.60) 0.02 TC Vert 77.99 - 2- 9-15 TC Vert 54.59 0- 0- 0 TC Vert 27.30 0- 4- 9 TC Vert 54.59 2- 4- 9 TC Vert 27.30 3- 2- 8 77. 99 54.S9 27. 30 54.59 27. 30 0- 0- 0 0- 4- 9 2- 4- 9 3- 2- 8 5- 2- 8 0. 17 0. 73 0. 73 0.73 0. 73 TC Vert 54.59 5- 2- 8 54.59 6- 0- 7 0.73 TC Vert 27.30 6- 0- 7 27.30 8- 0- 7 0.73 TC Vert 54.59 8- 0- 7 54.59 9-10- 1 0.73 BC Vert 20.00 0- 0- 0 20.00 0- 4- 9 0.00 BC Vert 10.00 0- 4- 9 10.00 2- 4- 9 0.00 BC Vert 20.00 2- 4- 9 20.00 3- 2- 8 0.00 1 2 3 BC Vert 10.00 3- 2- 8 BC Vert 20.00 5- 2- 8 10. 00 20. 00 5- 2- 8 6- 0- 7 0. 00 0. 00 BC Vert 10.00 6- 0- 7 10.00 8- 0- 7 0.00 BC Vert 20.00 8- 0- 7 20.00 9-10- 1 0.00 240# 2-3 Type... TC Vert TC Vert lbs 0. 0 30. 4 X. Loc 0- 0- 0 1- 4- 9 LL/ TL 1. 00 0. 54 TC Vert 30.4 1- 4- 9 0.54 3_ 54 TC Vert 69.2 4- 2- 8 0.54 TC Vert 69.2 4- 2- 8 0.54 138# 5- 6 TC Vert TC Vert BC Vert 119. 9 119. 9 82. 9 7- 0- 7 7- 0- 7 1- 4- 9 0. 54 O. S4 0. 54 3- - 14 61# 3- -14 BC Vert BC Vert 82. 9 182. 8 1- 4- 9 4- 2- 8 0. 54 0. 54 4 - 7 BC Vert 182.8 4- 2- 8 0.54 3- 5 BC Vert SHIP BC Vert 221. 2 221. 2 7- 0- 7 7- 0- 7 0. 54 0. 54 OA- 1 2- 3 4- 5 B2 81W'108 166# U 7763:1009 366# 442# U:635 15 9- 10-1 l 4 5 6 Truswal Systems Corporation Bradley E. Morris, P.E. 1101 N. Great S.W. Pkwy. Arlington, Texas 76011 Florida License No. 58488 Truswal Systems connector plates are 20 ga. unless shown by "18" (18 ga.), "H" (16 ga.), or "MX" (high strength 20 ga.), positioned Date: 2/27/2006 per Joint Detail Reports available from Truswal software. Circled plates and false frame plates are positioned as shown above. AR Read all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: DERON THOMPSON This design is for an kWNidual building component not truss system. It has been based on specifications provided by the component manufacturer WO: Dri ve_Z_6022 de ron thompson_L00005_100001 and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be venlied by 11. component manulacturor and/or building designer prior m fabrication. The building designer must estenein that the bads Dsgn r : ON LC = 54 WT : 62# TC Live 20.00 psf Du r Fac s L-1. 2 5 P=1. 2 5 uNizedonthisdesignmeetorexceedtheloadingimposedbythelocalbuildingcodeandtheparticularapplication. The design assumes that the top chord TRUSWALSYSTEM S 1101 N. Groat SW Pk* Mirgfon ]X 76011 Florida Conirmata of Authorization 0 276 TRUSPLUS 6. 0 VER: T6. 4. 24 is laterally braced b y the roof or floor sheathing and the bottom chord is laterally braced by a rigid stoathing material directly attached. union otherwise noted. Bracing shown is for lateral suppon of components members only to reduce buckling length. This componem shall not be placed in any environment that will cause the moisture coment of the wood to exceed 19% andor cause connector plate corrosion. Fabricate, handle, install and brace this can In accordance with the loaowing standards:.row and cutting Detail Repons• available as output from Truswal software. ANSUTPI 1'. WTCA V. Wood Truss Council of Amenca Standard Design Responsibihiies. BUILDING COMPONENT SAFETY INFORMATION - BCSI 1-03) and BCSI SUMMARY SHEETS' by WT1:A and TPI. The Truss Plate Institute (TPI) is located at 563 D'OnofM Date, Madison. Wisconsin 53719. The American Forest and Paper Association (AFPA) is located at 1111 lath Street, NW, Ste 800. Washington, DC 20036. TC Dead 7.00 psf BC Live 0.00 psf BC Dead 10.00 psf TOTAL 37.00 psf Rep Mb r Bnd 1.00 Rep Mb r Comp 1.00 Rep Mb r Tens 1.00 0. C. Spaci ng 2- 0- 0 Design Spec FBC2004C DEFL RATIO: L/240 TC: L/24 Job Name: THOMPSON RESIDENCE Truss ID: CJ2 Qtv: 1 BRG X-LOC REACT SIZE REQ'D 1 0- 1-14 1062 3.50" 1.50: 2 9- 4- 7 1056 11.31" 1.50 BRG REQUIREMENTS shown are based ONLY on the truss material at each bearing MAX DEFLECTION (span) • L/999 IN MEM 5-6 (LIVE) L- -0.06" D- -0.05" T- -0.10" MAX DEFLECTION (cant) • L/670 IN MEM 6-0 (LIVE) L" 0.02" D• 0.02" T" 0.03" CRITICAL MEMBER FORCES: TC COMP.(OUR.)/ TENS.(DUR.) CSI OL- 1 0(1.60)/ 44(1.25) 0.63 1-2-1922(1.25)/ 0.48 2-3-64(1.25 / 580.25) 0.46 3-0-2(1.25 / 0(1.60) 0.00 BC COIP.(DUR.)/ TENS.(DUR.) CSI 4-5 / 1811(1.25) 0.98 S - 6 / 1763(1.25) 0.97 6-0 0(1.25)/ 0(1.25) 0.05 WB COMP.(OUR.)/ TENS.(WR.) CSI 2-S / 757(1.25) 0.14 2-6-]932(1.25)/ 0.62 3-6-156(1.25)/ 100(1.60) 0.02 TC 2x4 SP #2 BC 2x4 SP #2 WEB 2x4 SP #2 Lumber shear allowables are per NDS. THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. IRC/IBC truss plate values are based on testingg and approval as required by IBC 1703 and AN and are reported in available documents such as ICBO #1607. Left Overhang(s) are not to be removed. OVERHANG(S) MAY BE SHORTENED UP TO 3" MAX.! Left Overhang Soffit loading . 0.0 psf 3-2-14 011 Designed per ANSI/TPI 1-2002 This design does not account for long term time dependent loading (creep). Building Designer must account for this. Refer to loint QC Detail Sheet for Maximum Rotational Tolerance used Uniform TC Dead Loads used have been adjusted for TC pitch. 3.S4. Loaded for 10 PSF non -concurrent BCLL. Loaded for 200 lb non -concurrent moving BCLL Permanent bracing is required (by others) to prevent rotation/toppling. See BCSI 1-03 and ANSI/TPI 1. 2-3 M4P8 W:1105 R:1056 19Z 373# 452# U:-686 9-15 9-10-1 4 5 6 Truswal Systems connector plates are 20 ga. unless shown by "18" (18 ga.), "H" (16 ga.), or "MX" (high strength 20 ga.), positioned per Joint Detail Reports available from Truswal software. Circled plates and false frame plates are positioned as shown above. UPLIFT REACTIONS) : Support CdC Wind Main Wind Non -Wind 1 -703 lb -507 lb 2 -686 lb -495 lb HORIZONTAL REACTION(S) support 1 256 lb support 2 256 lb This truss is designed using the ASCE7-02 Wind Specification Bldg Enclosed Yes, Importance Factor - 1.00 Truss Location Not End Zone Hurricane/Ocean Line - Yes Exp Category " B Bldg Length " 56.33 ft, Bldg Width . 28.00 ft Mean roof height . 9.56 ft. mph - 120 TPI Standard Occupancy, Dead Load 8.4 psf Designed as Main Wind Force Resisting System and Components and Cladding Tributary Area . S7 sgft LOAD CASE #1 DESIGN LOADS ---------------- Dir L.Plf L.Loc R.Plf R.Loc LL/TL TC Vert 54.59 - 2- 9-15 54.59 0- 0- 0 0.73 TC Vert S4.59 0- 0- 0 54.59 0- 4- 8 0.73 TC Vert 27.30 0- 4- 8 27.30 2- 4- 8 0.73 TC Vert 54.59 2- 4- 8 54.S9 3- 2- 8 0.73 TC Vert 27.30 3- 2- 8 27.30 S- 2- 8 0.73 TC Vert 54.59 5- 2- 8 54.59 6- 0- 7 0.73 TC Vert 27.30 5- 0- 7 27.30 8- 0- 7 0.73 TC Vert 54.59 8- 0- 7 54.59 9-10- 1 0.73 BC Vert 20.00 0- 0- 0 20.00 0- 4- 8 0.00 BC Vert 10.00 0- 4- 8 10.00 2- 4- 8 0.00 BC Vert 20.00 2- 4- 8 20.00 3- 2- 8 0.00 BC Vert 10.00 3- 2- 8 10.00 5- 2- 8 0.00 BC Vert 20.00 5- 2- 8 20.00 6- 0- 7 0.00 BC Vert 10.00 6- 0- 7 10.00 8- 0- 7 0.00 BC Vert 20.00 8- 0- 7 20.00 9-10- 1 0.00 Type... lbs X.Loc LL/TL TC Vert 31.8 1- 4- 8 0.54 TC Vert 31.8 1- 4- 8 0.54 TC Vert 73.7 4- 2- 8 0.54 TC Vert 73.7 4- 2- 8 O.S4 TC Vert 124.1 7- 0- 7 0.54 TC Vert 126.3 7- 0- 7 O.S4 BC Vert 73.4 1- 4- 8 0.54 BC Vert 73.4 1- 4- 8 O.S4 BC Vert 186.5 4- 2- 8 0.54 8C Vert 186.5 4- 2- 8 0.54 4 -7 BC Vert 223.8 7- 0- 7 0.54 SHIP BC Vert 228.4 7- 0- 7 0.54 Truswal Systems Corporation Bradley E. Morris, P.E. 1101 N. Great S.W. Pkwy. Arlington, Texas 76011 Florida License No. 58488 Date: 2/27/2006 1/VHKIVIIV V Read all notes on this Sheet and give a COPY of It to the Erecting Contractor. Cust: DERON THOMPSON This design is for an Individual buildup component not two system. It has been based on specifications Provided by Um component manufacturer WO: Drive. Z_6022 de ron thompson_L00005_300001 and done in accordance with the current V rswna of TPI and AFPA design standards. No responsibility 1s assumed for dimensional accuracy. Dimensions n rDs ON # LC = 5 6 Wi : 62# 9 T R U S WA L are to ro verified by me component manufacturer and/or building designer pror to fabrication. The building designer must ascanain thin fro bads utilized on this design meet or exceed the loading imposed by the local building code and the particular application. The design assumes that the top chord TC Live 20.00 psf Du r Fac s L=1.2 5 P=1.2 5 Is laterally braced by the Hoot or floor sheathing and the bottom chord is laterally braced by a ngid sheathing material directly mtacned, unless otherwise noted. Bracing Is for lateral bicktfng length. This TC Dead 7.00 psf Rep Mbr Bnd 1.00 SYSTEMS crown support of components members only to reduce component shall not be placed in any envho -- In- will cause the moisture consent of the wood to exceed 19% and/or cause connector plate cormosion. Fabricate, handle, install BC Live 0.00 psf Rep Mbr Comp 1.00 and brace this truss in accordance wah the following standards: 'Joint and Cutting Detail RepDrW available as output from Truswal software. Rep Mbr Tens 1.00 1101 N. Great S.W. Fir", Anargton TX 76011 ANSUTPI 1'. VJTCA 1'. Wood Two, Council of America Standard Design Responsibimles, BUILDING COMPONENT SAFETY INFORMATION - BC Dead 10. 00 ps f 0. C. Spac i ng 2- 0- 0 Ronde Codirmato ofAufhonzef- a 27a BOSI 1-O3) aM BCSI SUMMARY SHEETS' W WTOA and TPI. The Truss Plate I.,tute (TPI) is I0Wed at583 D'OnornD Dr1w. Madison, Design Spec FBC2004 C TRUSPLUS 6.0 VER: T6.4.24 WlsbonsinS3719. The American Forest and Paper Association (AFPA)islocated m111119thSimi. NW. Ste 800.Washington. DC20038, TOTAL 37.00 psf DEFL RATIO: L/240 TC: L/24 Job Name: THOMPSON RESIDENCE Truss ID: H1 Qty: 4 1 BRG X-LOC REACT SIZE REQ'D 1 0- 4- 0 3744 8.00" 2.21" 2 27- 8- 0 3743 8.00" 2.21" BRG REQUIREMENTS shown are based ONLY on the truss material at each bearing MAX DEFLECTION (span) • L/999 IN MEM 9-10 (LIVE) L- -0.26" D. -0.22" T- -0.47" CRITICAL MEMBER FORCES: TC COMP.(DUR.)/ TENS.(DUR.) CSI 1-2-8382(1.2S)/ O.SS 2-3-9642(1.2S)/ 0.47 3-4 -9661 1.25)/ 0.46 4-5 -9663(1.2 S)/ 0.49 5-6-8387(1.2 S)/ 0.SS BC COMP.(DUR.)/ TENS.(OUR.) CSI 7-B 7665(1.25) 0.60 8-9 7711(1.25) 0.71 9-10 9691(1.25) 0.90 10-11 9691(1.25) 0.80 11-12 7717(1.2S) 0.73 12-13 7669(1.2S) 0.60 WB COMP.(OUR.)/ TENS.(DUR.) CSI 2-8 14SS(1.25) 0.13 2-9 2261(1.25) 0.21 3-9 489(1.2S)/ 0.02 3-11 176(1.25)/ 150(1.25) 0.01 4-11 490(1.25)/ 0.02 5-11 2260(1.2S) 0.21 S-12 1485(1.25) 0.14 TC 2x4 SP 02 BC 2 x 6 SP t2 WEB 2 x 4 SP 02 PLT BLK 2x4 SP 02 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. IRC/IBC truss plate values are based on testinand approval as required by IBC 1703 and AN? I/TPI and are reported in available documents such as ICBO #1607. Drainage must be provided to avoid ponding. Permanent bracing is required (by others) to prevent rotation/toppling. See BCSI 1-03 and ANSI/TPI 1. 2- PLY! Nail w/10d COMMON, sta ered(per NDS) in: TC- 2 BC- 2 WEBS- 2 PER FOOT!** Designed per ANSI/TPI 1-2002 This design does not account for long term time dependent loading (creep). Building Designer must account for Nis. Refer to Joint QC Detail Sheet for Maximum Rotational Tolerance used Uniform TC Dead Loads used have been adjusted for TC pitch- 5.00. Loaded for 10 PSF non -concurrent BCLL. Loaded for 200 lb non -concurrent moving BCLL I . 1. 1 4 4 4. 4. 4 Nail pattern shown is for PLF loads only. Concentrated loads MUST be distributed to each Ply equally. On multi -ply with hangers, use3nailsmin. into the carrying member. For more than 'ply. use additional fasten- ers as indicated from the back plys, or use any other approved detail (by others). r + + + + + + + + a + t 7- 0-0 14-0-0 1 g REQUIRED 5r 00 169# 169# 169# 169# 169# 1 3T, MX 2 0- 4- 1 B1 S= MX/7-10 B2 R:-154 959# 9849# 249# 249# 249# 249# 24 9X49# 3 5g8 U:-15492800f 7 8 9 10 11 12 13 Truswal Systems connector plates are 20 ga. unless shown by "18" (18 ga.), "H" (16 ga.), or "MX" (high strength 20 ga.), positioned per Joint Detail Reports available from Truswal software. Circled plates and false frame plates are positioned as shown above. UPLIFT REACTIONSS) : Support CdC Wind Main Wind Non -Wind 1 -1S49 1b -1412 lb 2 -1548 lb -1412 lb HORIZONTAL REACTIONS) support 1 106 116 support 2 106 lb This truss is designed using the ASCE7-02 Wind Specification Bldg Enclosed - Yes, Importance Factor - 1.00 Truss Location - Not End Zone Hurricane/Ocean Line - Yes, Exp Category - B Bldg Length - 56.33 ft. Bldg Width - 28.00 ft Mean roof height - 9.72 ft, mph - 120 TPI Standard Occupancy, Dead Load - 8.4 psf Designed as Main Wind Force Resisting System and Components and Cladding Tributary Area - 194 sqft LOAD CASE O1 DESIGN LOADS ---------------- Dir L. Plf L.Loc R.Plf R.Loc LL/TL TC Vert 81.83 - 2- 0- 0 81.83 0- 0- 0 0.16 TC Vert S5.17 0- 0- 0 55.17 5- 0- 0 0.73 TC Vert 27.58 6- 0- 0 27.58 22- 0- 0 0.73 TC Vert 55.17 22- 0- 0 55.17 28- 0- 0 0.73 TC Vert 81.83 28- 0- 0 81.83 30- 0- 0 0.16 BC Vert 20.00 0- 0- 0 20.00 6- 0- 0 0.00 BC Vert 10.00 6- 0- 0 10.00 22- 0- 0 0.00 BC Vert 20.00 22- 0- 0 20.00 28- 0- 0 0.00 Type... lbs X.Loc LL/TL TC Vert 0.0 0- 4- 0 1.00 TC Vert 169.4 7- 0-12 0.54 TC Vert 169.4 8- 0- 0 0.54 TC Vert 169.4 10- 0- 0 0.54 TC Vert 169.4 12- 0- 0 0.54 TC Vert 169.4 14- 0- 0 0.54 TC Vert 169.4 16- 0- 0 054 TC Vert 169.4 IS- 0- 0 0..S4 TC Vert 169.4 20- 0- 0 0.54 TC Vert 169.4 20-11- 4 0.54 T TC Vert 0.0 27- 8- 0 1.00 BC Vert 959.5 7- 0- 0 0.54 BC Vert 249.3 7- 0-12 0.54 BC Vert 249.3 8- 0- 0 0.54 4 0- 13 BC Vert 249.3 10- 0- 0 0.54 SHIP BC Vert 249.3 12- 0- 0 0.54 1 BC Vert 249.3 14- 0- 0 0.54 0 4 1 BC Vert 249.3 16- 0- 0 0.54 BC Vert 249.3 18- 0- 0 0.54 BC Vert 249.3 20- 0- 0 0.54 BC Vert 249.3 20-11- 4 0.54 BC Vert 959.5 21- 0- 0 0.54 Truswal Systems Corporation Bradley E. Morris, P.E. 1101 N. Great S.W. Pkwy. Arlington, Texas 76011 Florida License No. 58488 Date: 2/ 27/2006 WANNINGRead all notes on this sheet and give a Copy of It to the Erecting Contractor. Cust: DERON THOMPSON This design is for an indNioual building component not truss "am. It has been based on specifications provided by the component manufacturer WO: Dri ve_Z_6022 de ron thompson_L00005_100001 and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensbru Dsgn r : ON #LC 62 WT : 2D2# ale to be eenl. by the component manufacturer andfor buildup designer prior 10lebrication, The building designer must ascertain that the bads TC Live 20.00 psf Du r Fa c s L-1. 2 5 P-1. 2 5 utllimd onthisdesignmeetorexceedtheloadingimposedbythelocalbuildingcodeandtheparticularapplication. The design assumes that the top chord T RUSWALUlaterallybracedbytherooforfloorsheathingandthebottomchordislaterallybracedbyarigidsheathingmatenaldirectlyattached, unless otherwise noted. Bragg shop is fw lateral support of components members Dory to reduce buck]hV length. This component shall not be placed in any TC Dead 7. 00 psf P RepMb r Bnd 1.00 SYSTEMS environment that Will cause the moisture content of the wood to exceed 19% andfor cause connector plate corrosion. Fabricate. handle, install BC Live 0.00 psf Rep Mb r Comp 1.00 and brace this puss N accordance with the following standards: ham and Cutting Detail Reports available as output from Truswal software. Rep Mb r Tens 1.00 1101 N. Great S. W. ANSVrPI 1'. YWCA V - Wood Truss Council o! Annedu Standard De Responsibauies. BUILDING COMPONENT SAFETY INFORMATION' - 48n BCDead 10. 00 psf D, C, $ ac T n 2- 0- 0 P 9FloddeCon/lketo of Aut anat+iona278 SCSI1-00) and BCSI SUMMARY SHEETS' by WTCA and TPI. The Truss Plate Institute (TPI) is IocatOd at 583 O'Ortofro Drive, Madison, Design Spec FBC2004C TRUSPLUS 6. 0 VER: T6.4.24 Wisconsin53719. The Arnerican Forest andl Paper Association (AFPA) is located at I I I I I gin Simi, NW. Ste 800, Washington. DC 20036. TOTAL 37.00 psf DEFL RATIO: L/240 TC: L/24 Job Name: THOMPSON RESIDENCE Truss ID: H2 Qty: 2 1 BRG X-LOC REACT SIZE REQ'D 1 0- 4- 0 1200 8.00" 1.50" 2 27- 8- 0 1200 8.00" 1.50" BRG REQUIREMENTS shown are based ONLY on the truss material at each be., MAX DEFLECTION (span) L/999 IN MEM 11-12 (LIVE) L- -0.15" D- -0.13" T- -0.28" CRITICAL KEMSER FORCES: TC CONP.(DUR.)/ TENS.(CUR.) CSI 1-2-2101(1.25)/ 886(1.60) 0.31 2-3-1911(1.2S)/ 903(1.60) 0.22 3-4-1898(1.25)/ 852(1.60) 0.23 4-5-1898(1.2S)/ 852(1.60) 0.23 5-6-1910(1.2S)/ 803(1.60) 0.22 6-7-2100(1.25)/ 886(1.60) 0.31 BC CDMP.(DUR.)/ TENS.(DUR.) CSI 8-9-781(1.60)/ 1888(1.2S) 0.61 9-30-599(1.60)/ 16OS(1.2S) 0.63 10-11-599(1.60)/ 1605(1.25) 0.S1 11-12-599(1.60)/ 16OS(1.2S) 0.63 12-13-781(1.60)/ 1888(1.2S) 0.61 WB COMP.(Dl1R.)/ TENS.(DUR.) CSI 2-9-206(1.2S)/ 197(1.60) 0.04 3-9-63(1.60)/ 382(1.25) 0.07 3-10-176(1.60)/ 364(1.2S) 0.11 4-10-285(1.25)/ 191(1.60) 0.06 5-10-176(1.60)/ 364(1.2S) 0.11 5-12-63(1.60)/ 382(1.2S) 0.07 6-12-206(1.25)/ 197(1.60) 0.04 TC 2x4 SP 02 BC 2x4 SP 92 WEB 2x4 SP $2 Refer to Joint QC Detail Sheet for Maximum Rotational Tolerance used Uniform TC Dead Loads used have been adjusted for TC pitch- S.00. Loaded for 10 PSF non -concurrent BCLL. Loaded for 200 lb non -concurrent moving BCLL Drainage must be provided to avoid ponding. Designed per ANSI/TPI 1-2002 This design does not account for long term time dependent loading (creep). Building Designer must account for this. THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. IRC/IBC truss plate values are based on testingg and approval as required by IBC 1703 and ANSI/TPI and are reported in available documents such as ICBO 01607. g 9-0-0 n 10-0-0 9-0-0 1 2 3 4 5 6 71 5-5 2-3 5-5 UPLIFT REACTION(S) : Support C&C Wind Main Wind Non -Wind 1 -599 lb -497 lb 2 -599 lb -497 lb HORIZONTAL REACTION(S) support 1 -129 1b support 2 129 lb This truss is designed using the ASCE7-02 Wind Specification Bldg Enclosed Yes, Importance Factor - 1.00 Truss Location Not End Zone Hurricane/Ocean Line Yes, Exp Category - B BldMean rooftheight6-3310t14Bft9 Width" 128.00 ft TPI Standard Occupancy, Dead Load 8.4 psf Designed as Main Wind Force Resisting System and Components and Cladding Tributary Area - 56 soft B 1 S=3.5-4 B2 W :800 W :800 R:1200 R:1200 U:-599 U:-599 28-0-0 8 9 1011 12 13 t 4-1 13 SHIP 0-4-1 Truswal Systems Corporation Bradley E. Morris, P.E. 1101 N. Great S.W. Pkwy. Arlington, Texas 76011 Florida License No. 58488 Truswal Systems connector plates are 20 ga. unless shown by "18" (18 ga.), "H" (16 ga.), or "W" (high strength 20 ga.), positioned Date: 2/27/2006 per Joint Detail Reports available from Truswal software. Circled plates and false frame plates are positioned as shown above. WARNINGRead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: DERON THOMPSON This design is for an individual building component not truss system. 11 has own based on specifications provided by the componem manufacture, WO: Dri ve_Z_6022 de ron thompson_L00005_J 00001 and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions Dsg n r : ON it LC = 62 WIT: 178# are to be wdlied by the component manufedurer and/or b ridirg desgner prior to labrlcation. The buildup designer must ascenaln thatthe bads TC Live 20.00 psf Du r Fac s L=1. 2 5 P=1. 2 5 utilizedonthisdesignmeetorexceedtheloadingimposedbythelocalbuildingcodeandthepaniculerapplication. The design assumes that the top chord TRUSWALislaterallybracedbytherooforfloorsheathingandthebosomchordislaterallybracedbyangid "at" material directly altaclrod. unless otherwise noted. Bracing shown is for lateral support of components members only to reduce buckWy length. This component shall nog be placed in any TC Dead 7.00 psf pRep Mb r B nd 1.15 SYSTEMS envtmnment that cam cause the moisture convent of the wood to exceed 19% andfor cause connector plate corrosion. Fabricate, handle, install Joint BC Live 0.00 psf Rep Mb r Comp 1.10 Re Mb r Tens 1.10 Pandbracethistausinaccordancewahthefollowingstandards: and Cutting Detail Reports'available as output from Truswal software, ANSUTPI WTCA Wood Truss Council America Standard Design ResponzibiWies,'BUILDING COMPONENT SAFETY INFORMATION- BC Dead 10.00 psf 0. C. Spac i ng 2- 0- 0 1101N. Groat S. W Pkwy., Adfngton TX 76011 Ronde Cartilk:ato Authonzetion a 278 1% 1' - of SCSI SUMMARY WTCA TPI. The Truss Rate Institute is 583 D'Onolno Ole, Madison. Design Spec FBC2004C ofTRUSPLUS 6.0 VER: T6.4.24 SCSI 1-03) and SHEETS' try and (TPI) boated at Wisconsin 537 19, The American Forest and Paper Association (AFPA)is located at1111191hStreet. NW,Ste 800,Washington, DC20038, TOTAL 37.00 psf DEFL RATIO: L/240 TC: L/24 Job Name: THOMPSON RESIDENCE Truss ID: H3 Qty: 2 1 BRIG X-LOC REACT SIZE REQ'D 1 0- 4- 0 1200 8.00" 1. 0,, 2 27- 8- 0 1200 8.00" 1.50" BRG REQUIREMENTS shown are based ONLY on the truss material at each bearing MAX DEFLECTION (span) L/999 IN MEM 10-11 (LIVE) L- -0.15" D- -0.13" T- -0.27" CRITICAL MEMBER FORCES: TC COMP.(DUR.)/ TENS.(DUR.) CSI 1-2-2073(1.25)/ 865(1.60) 0.32 2-3-1918(1.25)/ 844(1.60) 0.26 3-4-1502(1.25)/ 717(1.60) 0.34 4-5-1918(1.25)/ 844(1.60) 0.26 5-6-2073(1.25)/ 86S(1.60) 0.32 SC COW.(DUR.)/ TENS.(DUR.) CSI 7-8-753(1.60)/ 1858(1.25) 0.62 e-9-543(1.60)/ 1454(1.2S) 0.60 9-10-543(1.60)/ 14S4<1.2S) O.SO 10-11-543(1.60)/ 1454(1. 25) 0.60 ll-12-753(1.60)/ 1858(1.25) 0.62 MB DOM (DUR.)/ TENS.(DUR.) CSI 2-8-246(1.25)/ 214(1.60) 0.04 3-8-151(1.60)/ 473(1.2S) 0.09 3-9-60(1.60)/ 211(1.25) 0.04 4-9-60(1.60)/ 211(1.2S) 0.04 4-11-151(1.60)/ 473(1.25) 0.09 S-11-246(1.25)/ 214(1.60) 0.04 TC 2x4 SP #2 BC 2x4 SP •2 WEB 2x4 SP •2 Refer to Joint QC Detail Sheet for Maximum Rotational Tolerance used Uniform TC Dead Loads used have been adjusted for TC pitch. 5.00. Loaded for 10 PSF non -concurrent BCLL. Loaded for 200 lb non -concurrent moving BCLL Drainage must be provided to avoid ponding. Designed per ANSI/TPI 1-2002 This design does not account for long term time dependent loading (creep). Building Designer must account for this. THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. IRC/IBC truss plate values are based on testinand approval as required by IBC 1703 and AN?I/TPI and are reported in available documents such as ICED t1607. t 11-0-0 6-0-0 11-0-0 1 2 3 4 5 61 5 5- 5 5-5 B1 S=3.5-5 B2 W: 800 W:800 R: 1200 R:1200 U:- 599 U:-599 UPLIFT REACTIONS) : Support CdC Wind Main Wind Non -Wind 1 - 599 lb -497 lb 2 - 599 lb -497 lb HORIZONTAL REACTION(S) support 1 153 lb support 2 -153 lb This truss is designed using the ASCE7- 02 Wind Specification Bldg Enclosed - Yes, Importance Factor - 1.00 Truss Location - Not End Zone Hurricane/ Ocean Line - Yes Exp Categoryy - B Bldg Length - 56.33 ft, Bldg Width 28.00 ft Mean roof height - 10.55 ft. mph - 120 TPI Standard Occupancy, Dead Load - 8.4 psf Designed as Main Wind Force Resisting System and Components and Cladding Tributary Area - 56 sqft 28- 0-0 I 7 8 9 10 11 12 5- 8-13 SHIP0- 4-1 Truswal Systems Corporation Bradley E. Morris, P.E. 1101 N. Great S.W. Pkwy. Arlington, Texas 76011 Florida License No. 58488 Truswal Systems connector plates are 20 ga. unless shown by "18" (18 ga.), "H" (16 ga.), or "MX" (high strength 20 ga.), positioned Date: 2/27/2006 per Joint Detail Reports available from Truswal software. Circled plates and false frame plates are positioned as shown above. WARNINGRead all notes on this sheet and give a copy of it to the Erecting Contractor. cost: DERON THOMPSON This design is for an individual building component not truss system. II has been based on specifications provided by the component manufacturer WO: Dri ve_Z_6022 de ron thompson_L00005_100001 and done in accordance min the cunent versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions DS n r : ON #LC 62 WT : 174# 9aretobeverifiedbythecomponentmanufacturerand/or building designer prior to fabrication. The building designer must ascertain that the bads TC Live 20.00 psf Du r Fac s L-1. 2 5 P-1. 2 5 utJrredonthisdesignmeetorexceedtheloadingimposedbythelocalbuildingrodeandtheparticularapplication. The design assumes that the top chord TRUSWALislaterallybracedbytferooforfibersheathingandthebottomchordislaterallybracedbyarigidsheathingmaterialtltrectyallacad. unless otherwise noted. Bracing Shawn is fa lateral support of components members only to reduce buc" length. This component shag not be In any TC Dead 7.00 psf Re Mbr Bn d 1.15 pSYSTEMS plad placedenN1pni1 nt that will cause ft moisture comem of the wood a exceed 19% anaor cause connector plate corrosion. Fabricate. handle, Install BC Live 0.00 psf Rep Mbr Comp 1.10 and brace this truss in accordance with the following standards: 'Joint and Cutting Detail Repons' availabie as output from Tntswal software. ANSUrPI BC Dead 10.00 Rep Mbr Tens 1.10 1101 N. Great S. W Pkwv.. Adinpfm 7X 76011 1'. WTCA V. Wood Truss Council of America Standard Design Responsibildit. BUILDING COMPONENT SAFETY INFORMATION- psf 0. C. Spaci ng 2- 0- 0 Florida Certificate, of honzatlon a 278 SCSI 1-03) and SCSI SUMMARY SHEETS' by WTCA and TPI. The Truss Plate Insteme (TPI) is located at583 D'(Wno Drive. Madison. Design Spec FBC2004C TRUSPLUS 6.0 VER: T6.4.24 Wisconsin53719. The American Forest and Paper Atimcimlon(AFPA)islocated 01111191hStreet. NW. Ste 600.Washington. DC20036. TOTAL 37.00 psf DEFL RATIO: L/240 TC: L/24 Job Name: THOMPSON RESIDENCE Truss ID: H4 Qty: 2 BRG X-LOC REACT SIZE REQ'D 1 0- 4- 0 1200 8.00" 1.50" 2 27- 8- 0 1200 8.00" 1.50" BRG REQUIREMENTS shown are based ONLY on the truss material at each bearing MAX DEFLECTION (span) ' L/999 IN MEM 12-13 (LIVE) L- -0.15" D- -0.13" T- -0.28" CRITICAL MEMBER FORCES: TC COMP.(DUR.)/ TENS.(OUR.) CSI 11 2-2049(1.2S)/ 822(1.60) 0.34 2-3-1992(1.2S)/ 892(1.60) 0.34 3-4-1945(1.25)/ 906(1.60) 0.32 4-5-1301(1.2S)/ 6S8(1.60) 0.16 5-6 -IN S(1.25)/ 906(1.60) 0.32 6-7-1992(1.25)/ 892(1.60) 0.34 7-8-2049(1.25)/ 822(1.60) 0.34 8C COMP.(DUR.)/ TENS.(DUR.) CSI 9-10-706(1.60)/ 1831(1.25) 0.63 10-11-436(1.60)/ 1288(1.25) 0.59 11-12-436(1.60)/ 1288(1.25) 0.49 12-13-436(1.60)/ 1288(1.25) 0.59 13-14-706(1.60)/ 18310.25) 0.63 M8 C1W.(0UR.)/ TENS.(DUR.) CSI 2-10-331(1.25)/ 273(1.60) 0.05 4-10-30S(1.60)/ 662(1.25) 0.30 4-11-65(1.60)/ 178(1.2S) 0.03 5-11-65(1.60)/ 178(1.2S) 0.03 5-1.3-30S(1.60)/ 662(1.2S) 0.30 7-13-331(1.25)/ 273(1.60) 0.05 TC 2x4 SP #2 BC 2x4 SP #2 WEB 2x4 SP #2 Refer to Joint QC Detail Sheet for Maximum Rotational Tolerance used Uniform TC Dead Loads used have been adjusted for TC pitch. 5.00. Loaded for 10 PSF non -concurrent BCLL. Loaded for 200 lb non -concurrent moving BCLL Drainage must be provided to avoid pending. Designed per ANSI/TPI 1-2002 This design does not account for long term time dependent loading (creep). Building Designer must account for this. THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. IRC/IBC truss plate values are based on testingg and approval as required by IBC 1703 and AN and are reported in available documents such as ICBO #1607. t 13-0-0 1-2-0-0 13-0-0 1 2 3 4 5 6 7 8 5.00 5-5 5.0 UPLIFT REACTIONS) : Support CdC Wind Main Wind Non -Wind 1 -592 lb -497 lb 2 -592 lb -497 lb HORIZONTAL REACTIONS) support 1 166 1b support 2 166 lb This truss is designed using the ASCE7-02 Wind Specification Bldg Enclosed Yes, Importance Factor - 1.00 Truss Location Not End Zone Hurricane/Ocean Line - Yes, Exp Categoryy B Bldg Length - 56.33 ft, Bldg Width 28.00 ft Mean roof height - 10.47 ft. mph 120 TPI Standard Occupancy, Dead Load - 8.4 psf Oesigned as Main Wind Force Resisting System and Components and Cladding Tributary Area - 56 sgft B 1 S=3.5-5 B2 W :800 W :800 R:1200 R:1200 U:-592 U:-592 28-0-0 I* 9 10 11 12 13 14 Truswal Systems connector plates are 20 ga. unless shown by "18" (18 ga.), "H" (16 ga.), or "MX" (high strength 20 ga.), positioned per Joint Detail Reports available from Truswal software. Circled plates and false frame plates are positioned as shown above. 6-6-13 SHIP 2 0-4-1 Truswal Systems Corporation Bradley E. Morris, P E. 1101 N. Great S.W. Pkwy. Arlington, Texas 76011 Florida License No. 58488 Date: 2/27/2006 WAKNINURead all Motes on this Sheet and give a Copy of it to the Erecting Contractor. Cust: DERON THOMPSON This design is for anindividual building component not truss "am. 11hasbeenbasedonspecificationsprovidedbythecomponentmanufacturer WO: Drive_Z_6022 deron thompson_L00005_100001 and done In accordance wdh the current verFione of TPI and AFPA design standards. No responsibility is assumed for dimensional aocurecy. Dimensions Osgn r : ON #LC - 62 Wi : 183# are to be vented by the component manufacturer and/or building designer prior to fabrication. The building designer must ascenain that the bads TC Live 20.00 psf Du r Fac s L=1.2 5 P=1.2 5 IcadesignmoatorexceedtheloadingImposedbythelocalbuildingcodeandtheparticularapplication. The design assumes mm the top chard TRUSWALislaterallybracedbytherootorfloor "whinq and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing is for lateral members reduce bucFlinp length. This component shall not Da in any TC Dead 7.00 psf Rep Mb r Bnd 1.15 SYSTEMS shown support of components only placed em nvirpnem thatwill cause the moisture le content ofthewoodexceed19% and/or cause connector plate corrosion, Fabricate. handle. install BC Live 0.00 psf Rep Mb r Comp 1.10 Rep Mb r Tens 1.10 and bracethiscussinaccordancewinthelobawingstandards:'Joim and Cutting Data Reports' available as output from Tru wal software. ANSUTPI SAFETY INFORMATION BC Dead 10. 00 psf O. C. Spac i ng 2- 0- 0 1101 N. Great S. W PAwy., AALhgton TX 76011 Florida CorDlIceto a 27a V. WTCA V. Wood Truss Council of Amon Standard Design Responsibilities, BUILDING COMPONENT - is 583 D'On01nd Drive. Madison, Design Spec FBC2004C ofAuthorization TRUSPLUS6. 0 VER: T6.4.24 SCSI 1. 03) and BCSI SUMMARY SHEETS' by WTCA and TPI. The Truss Plate Inslaute (TPI) located at Wisconsin53719. The American Forest and Paper Association (AFPA)islocated a1111119thStreet. NW. Ste add. Washington. DC20036. TOTAL 37.00 psf DEFL RATIO: L/240 TC: L/24 Job Name: THOMPSON RESIDENCE Truss ID: A Qty: 6 "1 BRG X-LOC REACT SIZE REM10- 1-12 271 3.50" 1.50" 2 0-10-11 30 3.SO" 1.50" 3 0-10-11 83 3.50" 1.50" BRG REQUIREMENTS shown are based ONLY on the truss material at each bearing MAX DEFLECTION (span) ' L/999 IN MEM 3-4 (LIVE) L- 0.00" D- 0.00" T- 0.00" CRITICAL MMER FORCES: TC COMP.(DUR.)/ TENS.(DUR.) CSI 11 2-16(1.60)/ 11(1.25) 0.01 2-0-3(1.2S)/ 0(1.25) 0.00 BC COMP.(DUR.)/ TENS.(DUR.) CSI 3-4-9(1.60 / 27(1.60) 0.01 4-0 OR 60 / 0(1.2S) 0.00 TC 2x4 SP #2 BC 2 x 4 SP #2 Refer to Joint QC Detail Sheet for Maximum Rotational Tolerance used Uniform TC Dead Loads used have been adjusted for TC pitch- 5.00. Loaded for 200 lb non -concurrent moving BCLL Mark all interior bearingg locations. Install interior supports) before erection. Shim bearings (if needed) for req. support. Designed per ANSI/TPI 1-2002 This design does not account for long term time dependent loading (creep). Building Designer must account for this. THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. IRC/IBC truss plate values are based on testingg and approval as required by IBC 1703 and ANSI/TPI and are reported in available documents such as ICBO #1607. 1 2 9.00 B2 W:308 R:30 1-7-OU'-37 SHIP U:-197 U:-7 2-0-0 I 1-0-7 t 3 41 Truswal Systems connector plates are 20 ga. unless shown by "IS" (18 ga.), "H" (16 ga.), or "MX" (high strength 20 ga.), positioned per Joint Detail Reports available from Truswal software. Circled plates and false frame plates are positioned as shown above. WHK/VI/VV Read all notes on this sheet and give a copy of it to the Erecting Contractor. This design is for an 4WiAdual Wilding wm0onem not two system. Ithas been based on specifications provided by [nocomponent manufacturer arid done in acoondance with the proem versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are o be whiled by the cornponem manufacturer -nit Wilding designer prior to IeoflCalion. The Wilding designer must ascertain met the bads uu on this design meet or exceed the loading imposed by the local Wilding code and the partmlo Particular application. The design estuaries that the p chord T RUSWALerallybracedbytheMetorfloorsheathingandthebochordislaterallybracedbyarigidsheathingmaterialdirectlyattached, unless otherwise is laterally noted. Bracing shown Is for lateral support of components members only to reduce buckling length. This component shall not be placed in any SYSTEMS environment that will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle. install and brace this two In accordance with the following standards: 'Joint and Cutting Detail Reports' available as Output from Truswal software. 1101 N. Great S.W. Pkwy., Arlington TX 76011 ANSUTPi 1'. WTCA V. Wood Truss Council of America Standard Design Responsibilities. BUILDING COMPONENT SAFETY INFORMATION - Fioride Coniricaro of AwhonTetion a 27a SCSI 1.03) and SCSI SUMMARY SHEETS' by WTCA and TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofno Drive, Madison. TRUSPLUS 6. 0 VER: T6. 4.24 Wisconsin 53719. The American Forest and Paper Association (AFPA) is located at I I 111alit Street, NW, Ste 600, Washington, DC 20036. UPLIFT REACTION(S) : Support C&C Wind Main Wind Non -Wind 1 -197 lb - 157 lb 2 -37 lb - 25 lb 3 -7 lb - 3 lb This truss is designed using the ASCE7-02 Wind Specification Bldg Enclosed - Yes, Importance Factor - 1.00 Truss Location - Not End Zone Hurricane/Ocean Line Yes, Exp Category - B Bldg Length - 56. 33 ft, Bldg Width 28.00 ft Mean roof height - 8.32 ft, mph 120 TPI Standard Occupancy, Dead Load - 8.4 psf Designed as Main Wind Force Resisting System and Components and Cladding Tributary Area - 2 sgft Truswal Systems Corporation Bradley E. Morris, P.E. 1101 N. Great S.W. Pkwy. Arlington, Texas 76011 Florida License No. 58488 Date: 2/27/ 2006 Cust: DERON THOMPSON WO: Drive_Z_ 6022 deron thompson_L00005_]00001 Dsgnr: ON #LC - 43 WT: 9# TC Live 20. 00 psf DurFacs L=1.25 P-1.25 TC Dead 7. 00 psf Rep Mbr Slid 1.15 BRep Mbr Comp 1.10 C Live 0.00 psf Rep Mbr Tens 1.10 BC Dead 10.00 psf O.C.Spacing 2- 0- 0 Design Spec FBC2004C TOTAL 37.00 psf DEFL RATIO: L/240 TC: L/18 Job Name: THOMPSON RESIDENCE Truss ID: AA Qty: 2 1 BRG X-LOC REACT SIZE REQ'D 1 0- 1- 8 279 3.00" 1.50" 2 0-11-11 32 1.S0" 1.S0" 3 0-11-11 73 1.50" 1.50" BRG REQUIREMENTS shown are based ONLY on the truss material at each bearing MAX DEFLECTION (span) • L/999 IN MEM 3-4 (LIVE) L- 0.00" D- 0.00" T- 0.00" CRITICAL MEMBER FORCES: TC COMP.(OUR.)/ TENS. (OUR.) CSI 1-2-32(1.TA)/ 32(1.25) 0.02 2-0-1(1.25)/ 2(1.60) 0.00 8C COMP.(DUR.)/ TENS.(DUR.) CSI 3-4-8(1.60)/ 2S(1.60) 0.02 4-0 0(1.25)/ 0(1.60) 0.00 TC 2x4 SP #2 BC 2x4 SP #2 Refer to Joint QC Detail Sheet for Maximum Rotational Tolerance used Uniform TC Dead Loads used have been adjusted for TC pitch. 5.00. Loaded for 200 lb non -concurrent moving BCLL Mark all interior bearingg locations. Install interior supports) before erection. Shim bearings (if needed) for req. support. T or T O11 Designed per ANSI/TPI 1-2002 This design does not account for long term time dependent loading (creep). Building Designer must account for this. THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. IRC/IBC truss plate values are based on testingg and approval as required by IBC 1703 and AN and are reported in available documents such as ICBO 01607. 1 2 5.00 6:-260 64 B2 W:108 R:32 U:-31 1-0ISHIP UPLIFT REACTIONS) : Support CSC Wind Main Wind Non -Wind 1 -200 lb -161 lb 2 -31 lb -21 lb 3 -8 lb -4 lb This truss is designed using the ASCE7-02 Wind Specification Bldg Enclosed Yes, Importance Factor - 1.00 Truss Location - Not End Zone Hurricane/Ocean Line Yes Exp Categoryy - B Bldg Length - S6.33 ft, Bldg Width 28.00 ft Mean roof height - 8.32 ft, mph 120 TPI Standard Occupancy, Dead Load 8.4 psf Designed as Main Wind Force Resisting System and Components and Cladding Tributary Area - 2 sgft 2-0-0 Truswal Systems Corporation 1-0-7 Bradley E. Morris, P.E. 3 4' 1101 N. Great S.W. Pkwy. Arlington, Texas 76011 Truswal Systems connector plates are 20 a. unless shown b 18" 18 a. , "H" 18 a. , or "MX" (high strength 20 a. , positioned Florida License No. 58488 Y P 9 Y" ( 9) ( 9) ( 9 9 9) P Date: 2/27/2006perJointDetailReportsavailablefromTruswalsoftware. Circled plates and false frame plates are positioned as shown above. WARNINGRead a// Motes on this Sheet and give a copy of It to the Erecting Contractor, Cust: DERON THOMPSON This design is for an Individual Wilding component not truss system. It has been based on specifications provided by the component manufacturer WO: Dr i ve_L6022 de ron thompson_L00005_100001 and done in accordance with the current versions of TPI and AFPA design standards. No responsi xisty is assumed far dimensional accuracy. Dimensions Ds n r : DN #LC 43 WT : 9# are to be verified by the component manufacturer andfor building designer poor to fawication. The Wilding designer must ascenain that the loads g TC Live 20. 00 psf Du r Fac s L-1. 2 5 P-1. 2 5uWtusdesignmeetorexceedtheloadingimposedbythelocalWadingcodeandtheparticularapplication. The design assumes that the top chordTRUSWALLslateratrybracedbytheroworfloorsheet" and the bottom chord is laterally braced by a rigid smashing material directly attached, unless ahenwistr TC Dead 7 00 s fp Rep Mb r Bnd 1.15 noted. Bracing shown is for lateral support w comporents members only to reduce buckling length. This component shag not be placed in any Re Mb r Comp 1.10PPSYSTEMSenvironmentthatwillcausethemoisturecontentofthewoodtoexceed19% and/or cause connector plate corrosion. Fabricate, handle, install BC Live 0.00 psf and brace this cuss in accordance with the following standards: Joint and Gutting Detail Reports' available as output from Tnu x ad software. Rep Mb r Tens 1.10 1101 N. Grow S.W. PAwy., Arlington TX 76011 ANSVrPI 1'. WTCA V - Wood Truss Council of Amens Standard Design Respoftbilities,'BUILDING COMPONENT SAFETY INFORMATION - BC Dead 10. D0 ps f O. C .Spacing 2- o- 0 Florida CertiOcale of Aufhohzation a 278 and TPI. 1-03) and 13CSI SUMMARY SHEETS' by aTPI. The Truss Plate Institute (TPI) is located at 583 D'Ororrb Drive. Madison, Design Spec FBC2004C TRUSPLUS 6.0 VER: T6.4.24 Wisconsin53719. The American Forest and Paper Association (AFPA) is located at I I I I Igin Street, NW, Ste 800.Washirgton,DC20036. TOTAL 37.00 psf DEFL RATIO: L/240 TC: L/18 Job Name: THOMPSON RESIDENCE Truss ID: J3 Qty: 6 1 BRG X-LOC REACT SIZE REQ'D 1 0- 4- 0 394 8.00" 1.50" 2 2-11-11 69 1.50" 1.50" 3 2-11-11 183 1.50" 1.50" BRG REQUIREMENTS shown are based ONLY on the truss material at each bearing MAX DEFLECTION (span) L/999 IN MEM 3-4 (LIVE) L- -0.01" D- -0.01" T- -0.01" CRITICAL MEMBER FORCES: TC COMP.(OUR.)/ 7ENS.(DUR.) CSI 1-2-46(1.60)/ 25(1.2S) 0.09 2-0-1(1.25)/ 2(1.60) 0.00 BC CDMP.(DUR.)/ TENS.(DUR.) CSI 3-4-29(1.60)/ 89(1.60) 0.17 4-0 0(1.25)/ 0(1.60) 0.00 TC 2x4 SP d2 BC 2x4 SP 82 Refer to Joint QC Detail Sheet for Maximum Rotational Tolerance used Uniform TC Dead Loads used have been adjusted for TC pitch. 5.00. Loaded for 200 lb non -concurrent moving BCLL Mark all interior bearing4 locations. Install interior supports) before erection. Shim bearings (if needed) for req. support. Designed per ANSI/TPI 1-2002 This design does not account for long term time dependent loading (creep). Building Designer must account for this. THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. IRC/IBC truss plate values are based on testingg and approval as required by IBC 1703 and ANSI/TPI and are reported in available documents such as ICBO #1607. 5.00 B2 W:108 R:69 U:-101 2- -0 SHIP 08 14:394 R:183 U:-246 U:-8 I 2-0-0 i 3-0-7 3 4 Truswal Systems connector plates are 20 ga. unless shown by "18" (18 ga.), "H" (16 ga.), or "MX" (high strength 20 ga.), positioned per Joint Detail Reports available from Truswal software. Circled plates and false frame plates are positioned as shown above. UPLIFT REACTION(S) : Support C&C Wind Main Wind Non -Wind 1 -246 lb -191 lb 2 -101 lb -67 lb 3 -8 lb -2 lb This truss is designed using the ASCE7-02 Wind Specification Bldg Enclosed . Yes, Importance Factor - 1.00 Truss Location . Not End Zone Hurricane/Ocean Line - Yes, Exp Categoryy - B Bldg Length - 56.33 ft, Bldg Width - 28.00 ft Mean roof height - 8.74 ft, mph - 120 TPI Standard Occupancy, Dead Load - 8.4 psf Designed as Main Wind Force Resisting System and Components and Cladding Tributary Area - 6 sqft Truswal Systems Corporation Bradley E. Morris, P.E. 1101 N. Great S.W. Pkwy. Arlington, Texas 76011 Florida License No. 58488 Date: 2/27/2006 WAKNINU Read all notes on this sheet and give a Copy of It to the Erecting Contractor. Cust: DERON THOMPSON This design is for aninoivittualbuilding compotremnot truss system. It has been based onspecifications provided bythe Component manufacturer WO: Drive-Z_6022 deron thompson_L00005_300001 and done in accordance with the anent versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accvrecy. Dimensions Ds n r : DN #LC = 4 5 WT : 17# 9 are to bevedliedbytheccomponemmanufacturerand/or building designer prior to fabrication. The building designer must ascertain that the bads TC Live 20.00 psf Du r Fa c s L-1. 2 5 P=1. 2 5 1,1-d onthisdesignmeatorexceedtheloadingimposedbythelocalbuddingcodeandtheparticularapplication. The design assumes that the top chord T R U SWALislaterallybracedbytheroolorflowsheathingandthebottomchordislaterallybracedbyarigidsheathingmaterialdirectlyattached. untess otherwis0 noted. Bracing shown is for lateral support of components members only to reduce buckling length. This componentea shall not be placedinmyTCDead7 . 00 psf p Rep Mb rBnd 1.15 SYSTEMS environment that will Cause the moisture Content of the wood to exceed 19% andfw Cause Connector plate Corrosion. Fabricate. handle, Install BC Live 0.00 psf Rep Mb r Comp 1.10 and brace this Coss In accordance with the following standards:Joint and Cutting Detail Repons• available as output from Truswal wiware, Rep Mb r Tens 1.10 1101 N. Great S. W. Pkwy. Arlington TX 76011 ANSUTPI 1'. WTCA 1' - Wood Truss Council W America Standard Design Responsibilities. BUILDING COMPONENT SAFETY INFORMATION' - BC Dead 10.00 psf 0. C. Spac i ng 2- 0- 0 Fforide Cedirxate.1Auth—elan 0 278 SCSI 1.03) and SCSI SUMMARY SHEETS* by WTCA and TPI. The Truss Plate Institute (TPI) is located at 563 D'Onofrio Date, Madison, Design Spec FBC2004C TRUSPLUS 6.0 VER: T6.4.24 Wisconsin53719. The American Forest and Paper Association(AFPA)Islocatedat1111191hStreet,NW,Ste800.Washirgton.DC20036, TOTAL 37.00 psf DEFL RATIO: L/240 TC: L/18 Job Name: THOMPSON RESIDENCE Truss ID: J3A Qty: 2 1 BRG X-LOC REAR SIZE REQ'D 1 0- 1- 8 376 3.00" 1.50" 2 2-11-11 74 1.50 1.50" 3 2-11-11 186 1.50" 1.50" BRG REQUIREMENTS shown are based ONLY on the truss material at each bearing MAX DEFLECTION (span) - L/999 IN MEM 3-4 (LIVE) L- -0.01" D- -0.01" T- -0.02" CRITICAL MEMBER FORCES: TC COMP.(DUR.)/ TENS (OUR CSI 1-2-47(1.60)/ 27(1. 25) 0.10 2-0-1(1.25)/ 2(1. 60) 0.- BC COMP.((UR.)/ TENs.(m1R.) CSI 3-4 -29(1. 60)/ 90(1. 60) 0.19 4-0 0(1.25)/ 0(1. 60) 0.00 TC 2x4 SP #2 BC 2x4 SP #2 Refer to Joint QC Detail Sheet for Maximum Rotational Tolerance used Uniform TC Dead Loads used have been adjusted for TC pitch- 5.00. Loaded for 200 lb non -concurrent moving BCLL Mark all interior bearing locations. Install interior supports) before erection. Shim bearings (if needed) for req. support. Designed per ANSI/TPI 1-2002 This design does not account for long term time dependent loading (creep). Building Designer must account for this. THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. IRC/IBC truss plate values are based on testingg and approval as required by IBC 1703 and AN and are reported in available documents such as ICBO #1607. 5.00 1. 08 R:376 R:186 U:-241 U:-10 2-0-0 3-0-7 3 4 Truswal Systems connector plates are 20 ga. unless shown by "18" (18 ga.), "H" (16 ga.), or "MX" (high strength 20 ga.), positioned per Joint Detail Reports available from Truswal software. Circled plates and false frame plates are positioned as shown above. B2 W:108 R:74 U:-103 2- -0 SHIP UPLIFT REACTIONS) : Support C&C Wind Main Wind Non -Wind 1 -241 lb -188 lb 2 -103 lb -69 lb 3 -10 lb -3 lb This truss is designed using the ASCE7-02 Wind Specification Bldg Enclosed = Yes, Importance Factor - 1.00 Truss Location Not End Zone Hurricane/Ocean Line - Yes Exp Categoryy . B Bldg Length - 56.33 ft, Bidg Width = 28.00 ft Mean roof height - 8.74 ft, mph = 120 TPI Standard Occupancy, Dead Load = 8.4 psf Designed as Main Wind Force Resisting System and Components and Cladding Tributary Area = 6 sqft Truswal Systems Corporation Bradley E. Morris, P.E. 1101 N. Great S.W. Pkwy. Arlington, Texas 76011 Florida License No. 58488 Date: 2/27/2006 WHK/VINURead all notes on this sheet and give a Copy of it to the Erecting Contractor. Cust: DERON THOMPSON This design is for an lnahtaual building component nor muss system. it has been based on specuiwtwns provided by the component manufacturer WO: Dri ve_Z_6022 de ron thompson_L00005_100001 and done in accordance with the current versions of TPI and AFPA design standards. No responsibility Is assumed for dimensional accuracy. Dimensions D s n r : ONg LC = 4 5 WT : 17# ere to be verified by the component manufacturer and/or building designer poor to fabncmion. The buildup designer must ascertain that the bads TC Live 20.00 psf Du r Fac s L-1. 2 5 P-1. 2 5ut8badonthisdesignmeetorexceedtheloadingImposedbythelocalbuildingcodeandthepanicutarapplication. The design assumes mat the top chordTRUSWALislaterallybracedbytherodorfloor "whi g and the bottom chore is lalerdtry, braced by a rigid sheathing material directly anached, unless otherwise noted. Bracing shown is for lateral suppon of Components members only to reduce buckling length. This component shall not be placed in any TC Dead 7.00 psf Re Mb r BndP 1.15 SYSTEMS environment that will cause the moisture content of the wood to exceed 19% and/or cause connector plate conosion. Fabricate, handle, install BC Live 0.00 psf Rep Mb r Comp 1.10 and brace this truss In accordance with the following standards: 'Join: and Cutting Detail Repons' available as output from Tw wal software, ANSVIPI BC Dead 10.00 Rep Mb r Tens 1.10 2- 01101N. Greg S.W. Pkwv.. Arington TX 76011 1'. WTCA V - Wood Truss Council of Mrerica Standard Design Responsbilities, BUILDING COMPONENT SAFETY INFORMATION - psf 0. C. Spaci ng 0- Fhnrade Gwirkal d Aufhorizetron a 278 BCSI 1-03) and SCSI SUMMARY SHEETS' by WTCA and TPI. The Truss Plate Institute (TPl) is located at D'Onofrb Drive, Madison, Design Spec FBC2004C TRUSPLUS 6.0 VER: T6.4.24 Wisconsin 537 19. The Americart Forest and Paper Association (AFPA) Is located at I i I I I gin Street, NW. Ste 800. Washington. DIC 20036. TOTAL 37.00 psf DEFL RATIO: L/240 TC: L/18 Job Name: THOMPSON RESIDENCE Truss ID: J5 Qtv: 6 BRG X-LOC REACT SIZE REM10- 4- 0 435 8.00 1.50" 2 4-11-11 120 1.50" 1.50" 3 4-11-11 221 1.50" 1.50" BRG REQUIREMENTS shown are based ONLY on the truss material at each bearing MAX DEFLECTION (span) - L/999 IN MEM 3-4 (LIVE) L- -0.04" D= -0.04" T= -0.08" CRITICAL MEMBER FORCES: TC COMP.(DUR.)/ TENS.(OUR.) CSI 1-2-80(1.60)/ 45(1.25) 0.24 2-0-1(1.25)/ 2(1.60) 0.00 BC COMP.(DUR.)/ TENS.(DUR.) CSI 3-4 -50(1. 60)/ 1S4(1. 60) 0.39 4-0 0(1.25)/ 0(1.25) 0.00 TC 2x4 SP #2 BC 2 x 4 Sp 2 Refer to Joint QC Detail Sheet for Maximum Rotational Tolerance used Uniform TC Dead Loads used have been adjusted for TC pitch. S.00. Loaded for 200 lb non -concurrent moving BCLL Mark all interior bearingg locations. Install interior supports) before erection. Shim bearings (if needed) for req. support. 2- -4 T 0-4-1 Designed per ANSI/TPI 1-2002 This design does not account for long term time dependent loading (creep). Building Designer must account for this. THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. IRC/IBC truss plate values are based on testingg and approval as required by IBC 1703 and AN and are reported in available documents such as ICBO #1607. 5.00 w:tHJU Vv:108 R:435 R:221 U:-283 U:-11 2-0-0 5-0-7 3 4 B2 W:108 R:120 U:-172 3- -0 SHIP UPLIFT REACTION(S) : Support C&C Wind Main Wind Non -Wind 1 -283 1b -220 lb 2 -172 lb -114 lb HORIZONTAL REACTION(S) 2 lb support 1 153 ib support 3 153 lb This truss is designed using the ASCE7-02 Wind Specification Bldg Enclosed = Yes, Importance Factor = 1.00 Truss Location Not End Zone Hurricane/Ocean Line = Yes Exp Categoryy = B Bldg Length = 56.33 ft. Bidg Width = 28.00 ft Mean roof height = 9.1S ft, mph = 120 TPI Standard Occupancy, Dead Load 8.4 psf Designed as Main Wind Force Resisting System and Components and Cladding Tributary Area = 10 sqft Truswal Systems Corporation Bradley E. Morris, P.E. 1101 N. Great S.W. Pkwy. Arlington, Texas 76011 Florida License No. 58488 Truswal Systems connector plates are 20 ga. unless shown by "IS" (18 ga.), "H" (16 ga.), or "MX" (high strength 20 ga.), positioned Date: 2/27/2006 per Joint Detail Reports available from Truswal software. Circled plates and false frame plates are positioned as shown above. WARNINGRead all notes on this Sheet and give a copy of It to the Erecting Contractor. Cust: DERON THOMPSON This design is for an Individual building componem not truss system. It has been based on specifications provided by me component manufacturer WO: Dr i ve_Z_6022 de ron thompson_L00005_300001 and done in accordance with the current wrsfons of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions Dsgn r : ON #LC - 47 WT: 2 5# are to be vented by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the bads TC Live 20.00 psf Du r Fac s L=1. 2 5 P-1. 2 5ulill-d on this design meteor exceed the loading imposed by the WA building code and the particular application. The design assumes that the top chard TRUSWALislaterallybracedbytherooforfloorsheathingandthebottomchordislaterallybracedbyaraidsheathingmaterialdirectlyattached, unless otherwise Bracing i5 for lateral This TC Dead 7.00 psf Rep Mbr B n d 1.15 SYSTEMS rotad. shown support ofcommmr ponents ebeonly toreducebuckling length. component shall not be placed in any onm envirent that win causethe moisture conteru of the wood to exceed 19% andfor cause connector connector plate corrosion. Fabricate. handle, install BC Live 0.00 psf Rep Mbr Comp 1. 10 and braze this cuss in accordance with the following standards: 'Joint and Cutting Detail Reports' available as output from Truswal software. Rep Mbr Tens 1.10 1101 N. Great S. W Pkwy., Adirglon TX 76011 ANSVTPI 1% WTCA V - Wood Truss Council of America Standard Design Responsibilities, BUILDING COMPONENT SAFETY INFORMATION - BC Dead 10.00 psf 0. C. Spac i ng 2- 0- 0 Florida Conirxafo of Authoniletan a 278 SCSI 1-03) and SCSI SUMMARY SHEETS' byWTCA and TPI. The Truss Plate Institute (TPI) is located at 5113 D'Onotrio On". Madison, Design Spec FBC2004C TRUSPLUS 6.0 VER: T6.4.24 I Wisconsin 537 19. TheAme- Forest and paper Association (AFPA)islocated 01111191hstreet,NW. Ste 800.Washington, DC20036. TOTAL 37.00 psf DEFL RATIO: L 240 TC: L/18 Job Name: THOMPSON RESIDENCE Truss ID: J5A Qty: 1 1 BRG X-LOC REACT SIZE REQ'D 1 0- 1- 8 422 3.00" 1. 0., 2 4-11-11 124 1.SO" 1.50" 3 4-11-11 224 1.50" 1.50. BRG REQUIREMENTS shown are based ONLY on the truss material at each bearing MAX DEFLECTION (span) : L/999 IN MEM 3-4 (LIVE) L- -0.05" D- -0.04" T- -0.09" CRITICAL MEMBER FORCES: TC COMP. (OUR.)/ TENS.(DUR.) CSI 1-2-81(1.60)/ 46(1.2S) 0.2S 2-0-1(1.25)/ 2(1.60) 0.00 BC COMP.(DUR.)/ TENS.(DUR.) CSI 3-4-50(1.60)/ 155(1.60) 0.41 4-0 0(1.25)/ 0(1.60) 0.00 TC 2x4 SP #2 BC 2x4 SP #2 Refer to 3oint QC Detail Sheet for Maximum Rotational Tolerance used Uniform TC Dead Loads used have been adjusted for TC pitch- 5.00. Loaded for 200 lb non -concurrent moving BCLL Mark all interior bearing@ locations. Install interior supports) before erection. Shim bearings (if needed) for req. support. Designed per ANSI/TPI 1-2002 This design does not account for long term time dependent loading (creep). Building Designer must account for this. THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. IRC/IBC truss plate values are based on testingg and approval as required by IBC 1703 and AN and are reported in available documents such as ICBO #1607. 5.00 1 2- F W:sUU w:108 R:422 R:224 U:-278 U:-14 2-M 5-0-7 3 4 B2 W:108 R:124 U:-174 3-:-0 SHIP UPLIFT REACTION(S) : Support CdC Wind Main Wind Non -Wind 1 -278 lb -217 lb 2 -174 lb -116 lb 3 -14 lb -3 lb HORIZONTAL REACTIONS) support 1 154 lb support 3 154 lb This truss is designed using the ASCE7-02 Wind Specification Bldg Enclosed - Yes, Importance Factor - 1.00 Truss Location - Not End Zone Hurricane/Ocean Line Yes Exp Category - B Bldg Length - S6.33 ft, Bidg Width 28.00 ft Mean roof height - 9.15 ft. mph - 120 TPI Standard Occupancy, Dead Load - 8.4 psf Designed as Main Wind Force Resisting System and Components and Cladding Tributary Area - 10 sqft Truswal Systems Corporation Bradley E. Morris, P.E. 1101 N. Great S.W. Pkwy. Arlington, Texas 76011 Florida License No. 58488 Truswal Systems connector plates are 20 ga. unless shown by "18" (18 ga.), "H" (16 ga.), or "MX" (high strength 20 ga.), positioned Date: 2/27/2006 per Joint Detail Reports available from Truswal software. Circled plates and false frame plates are positioned as shown above. WARNINGRead all notes on this Sheet and give a copy Of It to the Erecting Contractor. Cust: DERON THOMPSON This design is for an individual building Component not truss system. It has been based on specifications provided by the component manufacturer WO: Dr i ve_L6022 de ron thompson_L00005_300001 and done in accordance with the current versions of TPI and AFPA design standards. No responsibility, is assumed for dimensional oauracy. Dimensions D s n r • ON #LC 47 Wi : 2 5 # are to be verified by the component manufacturer ardhx building designer prior to fabrication, The building designer must ascertain that the loads g ' TC Live 20.00 psf Du r Fac s L=1. 2 5 P=1. 2 5dinedtosdesignmeetorexceedtheloadingimposedbythelocalWdoingcodeandtheparticularapplKnon. The design assumes that the op chordTRUSWALlaterallybracedbytherooforfloorsneathingohothebosomchordalaterallybracedbyarigidsheatnirgmalarialdaemlyanaClad. unbss IXnerwLsa noted. Bracing Is for lateral lergm. This in TC Dead 7.00 s fP Rep Mb r Bn d 1.15 SYSTEMS shown support of components members only to reduce buckling component shall not be paced any environment matwill cause tho mo s u e contentCa athewoodtoexceed19% and/or use connector plate corrosion. Fabricate, handlo, Install BC Live 0. 00 psf Rep Mb r Comp 1.10 truss endbracethisssin accordance with the following standand ards:'JolntaCuttingDetailRepons• available as output from Tnuwal software, Rep Mb r Tens 1.10 1101 N. Gmet S.W. Pk' Arenpron TX 76011P ANSVTPI V. WTCAV. Wood Thus Council W America Standard Design Responsibilities. BUILDING COMPONENT SAFETY INFORMATION - BC Dead 10. 00 psf O. C , 5 ac i n 2- 0- 0 g Fiodds Certificateor Authorization a 278 BCSI 1-03) and SCSI SUMMARY SHEETS' by WTCA and TPI. The Tress Plate Institute (TPI) is located at 583 D'Onofho On", Madison, Design Spec FBC2004C TRUSPLUS 6.0 VER: T6.4.24 Wisconsin53719. The AmerkanForest and Paper Association (AFPA)islocatedatIIII Igin Street. NW. Ste 800,Washington. DC20036. TOTAL 37.00 psf DEFL RATIO: L 240 TC: L/18 Job Name: THOMPSON RESIDENCE Truss ID: J513 Qtv: 1 1 BRG X-LOC REACT SIZE REQ'D 1 0- 1-12 422 3.50" 1.50•• 2 4-10-11 126 3.50" 1.SO" 3 4-10-11 228 3.50" 1.50" BRG REQUIREMENTS shown are based ONLY on the truss material at each bearing MAX DEFLECTION (span) L/999 IN MEM 3-4 (LIVE) L- -0.05" D- -0.04" T- -0.09" CRITICAL MEMBER FORCES: TC CDMP.(DUR.)/ TENS.(DUR.) CSI 1-2-85(1.60)/ 45(1.25) 0.24 2-0-7(1.25)/ 0(1.25) 0.00 BC COMP.(DUR.)/ TENS.(DUR.) CSI 3-4-51(1.60)/ 157(1.60) 0.39 4-0 0(1.25)/ 0(1.6o) 0.00 TC 2x4 SP #2 BC 2 x 4 SP #2 Refer to Joint QC Detail Sheet for Maximum Rotational Tolerance used Uniform TC Dead Loads used have been adjusted for TC pitch. 5.00. Loaded for 200 lb non -concurrent moving BCLL Mark all interior bearingg locations. Install interior supports) before erection. Shim bearings (if needed) for req. support. 2- -4 0-4-1 Designed per ANSI/TPI 1-2002 This design does not account for long term time dependent loading (creep). Building Designer must account for this. THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. IRC/IBC truss plate values are based on testingland approval as required by IBC 1703 andANandarereportedinavailabledocuments such as ICBO #1607. 5. 00 vv: sUD vv:.508 R: 422 R:228 U:- 275 U:-13 Truswal Systems connector plates are 20 ga. unless shown by "18" (18 ga.), "H" (16 ga.), or "MX" (high strength 20 ga.), positioned per Joint Detail Reports available from Truswal software. Circled plates and false frame plates are positioned as shown above. B2 W: 308 R: 126 U:- 179 3- - 0 SHIP UPLIFT REACTIONS) : Support C&C Wind Main Wind Non -Wind 1 - 275 lb -215 lb 2 - 179 lb -119 lb HORIZONTAL REACTIONS) ;-2 lb support 1 156 ib support 3 156 lb This truss is designed using the ASCE7- 02 Wind Specification Bldg Enclosed Yes, Importance Factor - 1.00 Truss Location Not End Zone Hurricane/ Ocean Line - Yes, Exp Categoryy B Bldg Length - 56.33 ft, Bldg Width 28.00 ft Mean roof height - 9.1S ft, mph 120 TPI Standard Occupancy, Dead Load 8.4 psf Designed as Main Wind Force Resisting System and Components and Cladding Tributary Area - 10 sqft Truswal Systems Corporation Bradley E. Morris, P.E. 1101 N. Great S.W. Pkwy. Arlington, Texas 76011 Florida License No. 58488 Date: 2/27/2006 WARN/ NGRead all holes on this sheet and give a Copy of it to the Erecting Contractor. Cust: DERON THOMPSON This design is for an individual buildingcomponent not truss system. It has been based on sp rcilicmions provided by the component manufacturer WO: Dri ve_Z_6022 de ron t hompson_L00005_100001 and done in accordance with the [anent versions of TPI and AFPA design Standards. No responsibility is assumed for dimensional accuracy. Dimensions Ds g n r : ON #LC 4 7 WT : 2 5 # are to be venfled by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain Ina% the bans TC Live 20.00 psf Du r Fac s L-1. 2 5 P=1. 2 5 onthisdesignmeetoraxcaedtheloadingunposedbytheIecalbuildingcodeandtheparticularapplication. The design assumes that the top chord TRUSWALislaterally, braced by the rod or roof sheathing and the option, chord is laterally braced by a rigid sheathing material directly attained, unless otherwise t be placed N any noted. aractng shown is for lateral support of components members only to reduce buckling length. This componsnag not TC Dead 7 . 00 ps f Rep Mb r B not 1.15 SYSTEMS environment that win wusa the moisture content of the wood to exceed 19% and/or cause connector pate oornosion. Fabricate, handle, install Joint BC Live 0.00 psf Rep Mb r Comp 1.10 Rep Mb r Tens 1.1D and bracethissussinaccordancewiththefollowingslardards: and Cutting Deist) Reports! available as output from TruSwal software. ANSUTPI WTCA Truss Standard Design Responsibilities. 'BUILDING COMPONENT SAFETY INFORMATION BC Dead 10.00 psf 0. C. Spac i ng 2- 0- 0 1101 N. Great S.W. PAwy, ArfhVw TX 76011 Florida Certirmato a 278 1% 1' - Wood Council of America - 3) BCSI TPI. The Truss Pime is located 583 D•Onofno Drive, Madison, Design Spec FBC2004C ofAuthon'zationTRUSPLUS6. 0 VER: T6.4.24 EICSI and SUMMARY SHEETS' by WTCA and Insdflne (TPI) at Wif;o n 53719. The American Forest and Paper Association (AFPA) is located at I I I I 1911, Street. NW, SID end. Wasthington. DC 20036. TOTAL 37.00 psf DEFL RATIO: L/240 TC: L/18 Job Name: THOMPSON RESIDENCE Truss ID: J7 Qtv: 13 1 BRG X-LOC REACT SIZE REQ'D 1 0- 4- 0 471 8.00" 1.50" 2 6-11- 4 169 1.50- 1.50: 3 6-11- 4 249 1.SO. 1.50" BRIG REQUIREMENTS shown are based ONLY on the truss material at each bearing MAX DEFLECTION (span) L/552 IN MEM 3-4 (LIVE) L- -0.14" D- -0.12" T. -0.27" CRITICAL MEMBER FORCES: TC COMP.(DUR.)/ TENS.(DUR.) CSI 1-2-109(1. 60)/ 64(1.2S) 0.46 2-0-1(1.2s)/ 2(1.60) 0.00 RC COMP.(DUR.)/ TENS.(OUR.) csI 3-4-68(1.60)/ 204(1.60) 0.63 4-0 o(I.2s)/ 0(1.60) 0.00 TC 2x4 SP 02 BC 2 x 4 SP t2 Refer to Joint QC Detail Sheet for Maximum Rotational Tolerance used Uniform TC Dead Loads used have been adjusted for TC pitch- 5.00. Loaded for 10 PSF non -concurrent BCLL. Loaded for 200 lb non -concurrent moving BCLL Mark all interior bearingq locations. Install interior supports) before erection. Designed per ANSI/TPI 1-2002 This design does not account for long term time dependent loading (creep). Building Designer must account for this. THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. IRC/IBC truss plate values are based on testingg and approval as required by IBC 1703 and AN and are reported in available documents such as ICBO Y1607. Shim bearings (if needed) for req. support. 5.00 B2 W:108 R:169 U:-228 3-3-1 13 SHIP W:800 W:108 R:471 R:249 U:-311 U:-12 7-0-0 3 4r Truswal Systems connector plates are 20 ga. unless shown by "18" (18 ga.), "H" (16 ga.), or "MX" (high strength 20 ga.), positioned per Joint Detail Reports available from Truswal software. Circled plates and false frame plates are positioned as shown above. UPLIFT REACTION(S) : Support CdC Wind Main Wind Non -Wind 1 -311 lb -242 lb 2 -228 lb -160 lb 3 -12 lb -1 lb HORIZONTAL REACTIONS) support 1 203 lb support 3 203 lb This truss is designed using the ASCE7-02 Wind Specification Bldg Enclosed Yes, Importance Factor - 1.00 Truss Location - Not End Zone Hurricane/Ocean Line - Yes Exp Category - B MeaBldgn grooftheight6.33 9.56BIt9 mph20 TPI1200ft TPI Standard Occupancy, Dead Load - 8.4 psf Designed as Main Wind Force Resisting System and Components and Cladding Tributary Area - 14 sgft Truswal Systems Corporation Bradley E. Morris, P.E. 1101 N. Great S.W. Pkwy. Arlington, Texas 76011 Florida License No. 58488 Date: 2/ 27/2006 WAKNINU Read all notes on this sheet and give a Copy Of It t0 the Erecting Contractor. Cust: DERON THOMPSON This design Is for an individual building component not truss system. It has been based on speCdtcations provided by the component manufacturer WO: Drive-Z_6022 de ron thompson_L00005_100001 and done in accordance wbh the curtain versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions Ds n r • ON NLC 49 WT • 3 3Ji are to be verdied by the component manufacturer andfor building designer prior to fabrication. The building designer must ascertain that ore bads g ' TC Live 20.00 psf Du r Fac s L=1. 2 5 P-1. 2 5 munrea thusdesignmeelorexcoedtheloadingunposedbythelocalbuildupcodeandtheparticularapplication. The design assumes that the top chord T RUSWALislaterallybracedbytherooforIborsheathingandthebottomcordislaterallybracedqarigidsheathingmaterialdirectlyatloched. unless otherwise arecirg is Iw TC Dead 7.00 psf P RepMb r Bind 1.15 Re SYSTEMS noted. stgwn lateralsupport or components members only to reduce buckling length. This component shall not be paced in any environment that will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install BC Live 0.00 psf Mb r Comp 1.10 P Pandbrace this truss in accordance with the throwing sta dards:'Jotnt and cutting Detail Repons' available as WM from Trusvat software, Rep Mb r Tens 1.10 1+0, N. Groat s. W, aww rx 7eot f ANSIrrPI 1'. WTCA 1' - Wood Twu Council or America Standard Design RBspOnsibiblies, BUILDING COMPONENT SAFETY INFORMATION - sg BCDead 10. 00 psf O. (_ , $ aci n 2- 0- 0 P 9hwzatonFloridaCortilkefoWharizafiana27eeC511-03) end SCSI SUMMARY SHEETS' try WTCA and TPI. The Truss Plato Institute (TPI) is located at 5113 D•onand Drive. Madison, Design Spec FBC2004C TRUSPLUS 6. 0 VER: T6.4.24 Wisconsin53719. The American Forest and Paper Assocation(AFPA)islocatedatItI119thStreet.NW.SteB00.Washington.DC20036. TOTAL 37.00 psf DEFL RATIO: L/240 TC: L/18 Job Name: THOMPSON RESIDENCE Truss ID: VA Qty: 5 1 BRIG X-LOC REACT SIZE REQ'D 1 0- 1-12 461 3.50" 1.50" 2 6-10- 4 176 3.50" 1.50" 3 6-10- 4 255 3.50" 1.50" BRG REQUIREMENTS shown are based ONLY on the truss material at each bearing MAX DEFLECTION (span) L/538 IN MEM 3-4 (LIVE) L- -0.15" D- -0.13" T- -0.28" CRITICAL MIXIER FORCES: TC CCMP.(OUR.)/ TENS.(DUR.) CSI 1-2-113(1.60)/ 65(1.25) 0.46 2-0-3(1.25)/ 0(1.25) 0.00 RC CCMP.(OUR.)/ TENS.(DUR.) CSI 3-4-69(1.60)/ 207(1.60) 0.64 4-0 0(1.60)/ 0(1.25) 0.00 TC 2x4 SP #2 BC 2x4 SP #2 Refer to Joint OC Detail Sheet for Maximum Rotational Tolerance used Uniform TC Dead Loads used have been adjusted for TC pitch- 5.00. Loaded for 10 PSF non -concurrent BCLL. Loaded for 200 lb non -concurrent moving BCLL Mark all interior bearingg locations. Install interior supports) before erection. Designed per ANSI/TPI 1-2002 This design does not account for long term time dependent loading (creep). Building Designer must account for this. THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. IRC/IBC truss plate values are based on testinand approval as required by IBC 1703 and AN?I/TPI and are reported in available documents such as ICBO #1607. Shim bearings (if needed) for req. support. B2 W: 308 R: 176 U:- 235 3- 3-1 3-3-1 4- 0-13 3- 8 SHIP 011 131 B3 W: 308 W:308 R: 461 R:255 U:- 304 U:-13 UPLIFT REACTIONS) : Support CdC Wind Main Wind Non -Wind 1 - 304 lb -238 1b 2 - 235 lb -165 lb HORIZONTAL REACTION(S) :-2 lb support 1 206 lb support 3 206 lb This truss is designed using the ASCE7- 02 Wind Specification Bldg Enclosed Yes, Importance Factor - 1.00 Truss Location - Not End Zone Hurricane/ Ocean Line - Yes Exp Categoryy B Bldg Length - 56.33 ft, Bldg Width - 28.00 ft Mean roof height - 9.56 ft, mph 120 TPI Standard Occupancy, Dead Load 8.4 psf Designed as Main Wind Force Resisting System and Components and Cladding Tributary Area - 14 sgft 7- 0-0 3 4 Truswal Systems Corporation Bradley E. Morris, P.E. 1101 N. Great S.W. Pkwy. ArlintonTexas 76011 Florida License No. S8488 Truswal Systems connector plates are 20 ga. unless shown by "IS" (18 ga.), "H" (16 ga.), or "MX" (high strength 20 ga.), positioned Date: 2/27/2006 per Joint Detail Reports available from Truswal software. Circled plates and false frame plates are positioned as shown above. WARNINGRead all notes on this sheet and give a COPY Of it t0 the Erecting Contractor. Cust: DERON THOMPSON This design is fix an individual building component nor truss "am. it has been based on specifications provided by the component manufacturer WO: Drive_Z_6022 deron thompson_L00005_JO0001 and done in accordance wnh the current versions of TPI and AFPA design standards. No responsioimy is aswmed for dimensional accuracy. Dimensions Dsgn r ON #LC 49 WT' 33# are to be willed try the component manufacturer and/or bradug designer prior to fabrication. The building designer must ascenain that the bads TC Live 20.00 psf Du r Fac s L-1. 2 5 P=1. 2 5 utaiced onthisdesignmeetorexceedtheloadingimposedbythelocalbuildingcodeandtheparticularappocatlon. The design assumes that the top chord T RUSWALislaterallybracedbythemotorfloorsheathingandthebottomchordislaterallybracedbyarigidsheathingmaterialdirectlyattached, unless otherwise TC Dead 7 P s f Rep Mb r B nd 1.15 SYSTEMS noted. Bracing shown is lot lateral suppon of components members only m reduce bucl ing length. This component shag not be placed in any envuortmem that will cause the moisture contem of the wood to exceed 19% andlor cause connector plate corrosion. Fabricate, handle, Install 00 BC Live 0.00 psf Rep Mb r Comp 1.10 and orece this truss in accordance with the following vandards:.cow and timing retail Reports' available as output from Truswat softwam. BC Dead 10. 00 Rep Mb r Tens 1.10 2- 1101 N. Great S. W Pkwy Are o 27s017 ANSVTPI1'. WTCA V- Wood Truss Council of America Standard Design Res bI ties, BUILDING COMPONENT SAFETY INFORMATION - 0 t i psf O. C , S aC T n 0- 0 P 9FloridaGatrrKato of Authorization SCSI 1-03) end SCSI SUMMARY SHEETS' by WTCA ar10 TPI. The Tru55 Plate InsiitWe (TPI) 45 located at 563 DVnofnd Drive, Madison, Design Spec FBC2004C TRUSPLUS 6. 0 VER: T6.4.24 Wisconsin53719. TheAmencanForestandPaperAssociation(AFPA)isslocatedm11T1191hStreet.NW.Ste800.Washington.DC20036. TOTAL 37.00 psf DEFL RATIO: L/240 TC: L/18 Job Name: THOMPSON RESIDENCE Truss ID: T1 Qtv: 15 1 BRG X-LOC REACT SIZE REQ'D 1 0- 4- 0 1200 8.00" 1.50" 2 27- 8- 0 1200 8.00" 1.50" BRG REQUIREMENTS shown are based ONLY on the truss material at each bearing MAX DEFLECTION (span) L/999 IN MEM 9-10 (LIVE) L" -0.27" D" -0.23" T- -0.49" CRITICAL MEMBER FORCES: TC COMP. (OUR.)/ TENS.(DUR.) CSI 1-2 2013(1.25)/ 782(1.60) 0.41 2-3 1778(1.25)/ 720(1.60) 0.41 3-4 1740(1.2S)/ 737(1.60) 0.33 4-S 1740(1.2S)/ 737(1.60) 0.33 S-6 1778(1.2S)/ 720(1.60) 0.41 6-7 20L3(l.2S)/ 782(1.60) 0.41 BC COMP.(OUR.)/ TENS.(DUR.) CSI 8-9 664(1.60)/ 1796(1.2S) 0.83 9-10 368(1.60)/ 1199(1.2S) 0.75 10-11 368(1.60)/ 1199(1.25) 0.62 11-12 664(1.60)/ 1796(1.2S) 0.83 NB COMP.(OUR.)/ TENS.(DUR.) CSI 2-9 370(1.25)/ 290(1.60) 0.09 4-9 19S(1.60)/ 6OS(1.2S) 0.16 4-11 195(1.60)/ 605(1.25) 0.16 6-11 370(1.25)/ 290(1.60) 0.09 TC 2x4 SP 92 BC 2x4 SP #2 WEB 2 x 4 SP If Refer to Joint QC Detail Sheet for Maximum Rotational Tolerance used Uniform TC Dead Loads used have been adjusted for TC pitch= 5.00. Loaded for 10 PSF non -concurrent BCLL. Loaded for 200 lb non -concurrent moving BCLL Designed per ANSI/TPI 1-2002 This design does not account for long term time dependent loading (creep). Building Designer must account for this. THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. IRC/IBC truss plate values are based on testinand approval as required by IBC 1703 and AN? I/TPI and are reported in available documents such as ICBO #1607. t 14-0-0 14-0-0 1 2 3 4 5 6 7 5. 00R5- 5 UPLIFT REACTION(S) : Support C&C Wind Main Wind Non -Wind 1 - 577 lb -497 lb 2 - 577 lb -497 lb HORIZONTAL REACTIONS) support 1 -166 ib support 2 166 lb This truss is designed using the ASCE7- 02 Wind Specification Bldg Enclosed Yes, Importance Factor - 1.00 Truss Location Not End Zone Hurricane/ Ocean Line - Yes, Exp Categoryy B Bldyftheight6v3311. 18Bft9 00 ft Mean roomphthe120TPIStandardOccupancy, Dead Load - 8.4 psf Designed as Main Wind Force Resisting System and Components and Cladding Tributary Area - 56 sqft B1 3-4 B2 W :800 W : 800 R:1200 R: 1200 U:-577 U:- 577 1 28-M 8 9 10 11 12 Truswal Systems Corporation Bradley E. Morris, P.E. 1101 N. Great S.W. Pkwy. Arlington, Texas 76011 Florida License No. 58488 Truswal Systems connector plates are 20 ga. unless shown by "18" (18 ga.), "H" (16 ga.), or "MX" (high strength 20 ga.), positioned Date: 2/27/2006 per Joint Detail Reports available from Truswal software. Circled plates and false frame plates are positioned as shown above. AR Read all notes on this sheet and give a copy of it to the Erecting Contractor. oust: DERON THOMPSON This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer WO: Drive-Z_6022 de ron thompson_L00005_100001 and it" in a«omattpe with the current Versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions Ds n r : ON #LC 62 WT : 164# g aril tobeWhiledbythecomponentmanufacturerand/or building designer prior to labricathon. The building designer must ascertain .hill it* loads TC Live 20. 00 psf Du r Fa c s L-1. 2 5 P-1. 2 5 u dized onthisdesignmootorexceedtheloadingunposedbythelocalbuildupcodeandtheparticularapplication. Tire design assumes that the top Ujwd T R USWALislaterafhbracedtrytherooforDoorsheathingandthebottomchordIslaterallybracedbyarigidsheathingmaterialtluectlyattached, unless otherwise noted. Bracing shown B for lateral support of components members only to reduce buckling length. This component shall rot be in any TC Dead 7.00 psf P Rep Mbr Bid 1.15 Re SYSTEMS placed environmentthe wig muse the mo.sture come.. a.. wood 1. exceed 19% and/or muse connector plate corrosion. Fabricate, handle, install BC Live 0. 00 psf Mb r Comp 1.10 P P RepMbr Tens 1.10 and brace thistrussinaccordancewiththefoliowintgstandards:' loin and Cutting Detail Reports' avauaue ae c output from Truial software. ANSVTPI 1'. WTCA V. Wood Truss Council America Standard Design Responsibiblies, BUILOING COMPONENT SAFETY INFORMATION BC Dead 10.00 psf 0. C 2- 0- 0 1101 N. Groat S. W Pkwy., Ar/ugfon TX 76011 Fioride Cary cote ofAuthonuouon a 278 of - SCSI 1.03) and SCSI SUMMARY SHEETS' by WTCA and TPI. The Truss Plate Institute (TPI) is located at 583 D'Oncinfo Drive, Madison, Spacing Design Spec FBC2004C TRUSPLUS 6.0 VER: T6.4.24 Wisconsin53719. The American Forest and Paper Association (AFPA) is located at I I 11 1 91h Strom. NW. Ste 600,Washington. DC20036. TOTAL 37.00 psf DEFL RATIO: L/240 TC: L/24 9 HVAC PLAN 1/4•=,'-O" s SANITARY RISER DIAGRAM N.T.S. THOMPSON RESIDENCE 2" TUB C. A_1MA/NNV%VD.,1k 101O.S.2-97 ITSTREPORT STTNV,.RY Rendered to: ME PRODUCIS, INC. SE1M* S!NtODF1,: 74 11 4413740 1ATE: Aluminum Single Hunk ndDW wilt Flattoc Results Rainl. 1W5 52 x I Overrill Pressix-e 5nSL' r' aJ-c,:,J Emi-V hC 111,16C dou: I 1A I - : 'J'A ifj' d`.'1 :01 SOOZ -GZ- I-_,4D FLORIDA PRODUCT APPROVAL NUMBERS FOR SERIES 740/3740 To view rite applications, gob i:C•i: c 'Gsrr; Pick the Product Approval icon (along the left side of screen). Pick Product Search tab (at Ile top of the screen). In the Product Marmlacturer drop down boot, find and select BetlefEW In the Apphcation/Seq * box, type in the App Seq # (shown below), then pick the Search button. Scroll down and the mbffnalion is listed at the botbm of the screen. Category: Windows I Subcategory: Single Hung Product Model # or Mama Mode! Descripdon 663.18 740/3740 Fin Frame 39x90, R35, DP +35.3 / 472 663-17 740/3740 Fin Frame 47x89, R-35, DP +353 / -472 4Q29.1 740/3740 Fin Frame 52x71, R35, DP +35.3 / -47.2 66312 74013740 Fin Frame r663.16 740/3740 --- 52x71, R45, DP +45 / -45 Fat Frame- 52x71, R-45, DP +45 / 472 663.13 740/3740 Fin Frame 52x72, R45, DP +45 / -45 663.11 T4013740 Triple wdh CartW=w Head and SO 106x7l , R30. DP +31.5 / -39.7 60_19 74D/3740 Flange Frame 4749, R-35, DP +35.3 / -42.7 66320 740/3740 Prange Frairte - Oriel 47x89, R35, DP +35.3 / -42.7 1663:15 740/3T40 Flange Frame 52W R-45, DP +45 / -472 4M.2 740/3740 Flange Frame a 53x72, R-25, DP +25.9 / -34.7 40293 740/3740 Range Frame — Oriel I 53x7z R-45, DP +45 / -47.2 663.14 740/3740 Flange France 3 53x73, R-45. DP +45 / -45 ' Category: Windows I Subcategory: Fixed I AppfSeq # Product Model # or Mama Model Description 676-15 740/3740 Fin Frarrte 59x72, R45, DP +45 / -47.2 676-16 74M740 Fin Fume 71x71, R-45, DP +45 / -47.2 6i 17 740/3740 Fin Frame 108x52, R-40, DP +40 / -40 i 676.13 740/3740 Range Frarne 59x72, R145, DP +45 / -47.2 6M14 740/3740 Raw Frame i 71x71, R35, DP +35.3 / -05.3 i—&12 740/3740 Range Frame ' I 10943, R40, DP +40 / -40 i 3hW5 i A Architectu I Testing s.AjMA/N%N'\VDA 1.0111.S.2-91TIFS•1' RETORT Kcticicrk:J to: 1r IIUME pR()I) UcfS. NC. 111.0. Bos 170 Grata Pei msyltania I 030-03`0 IRt pon No: O l-40656.03 Test Datc: 12119rti1 I Report Date: 03 2102 Expiration hate: 1_,19!()5 Pmjett Summary: Arcf1t:Qcturu1 Tustin;, 111c, ( ) !as conu'1c•tiil by 2MI Home Products. hic. tc, witness pv:furtnancr testing tin a Seriesr\1.c1c1 '4CI 1 i3'40. slurninum sin tc huu; ti indn" at M1 I-ionit Products. Inc.'s test facifi(N. in Elizabet vill^, Pennsylvania. 'fhe sampl: tested succc:ssfully met. the perfornisnec requirem,citts tilt an H R45.i2 x 71 rating. lest Speciticatiou: The test xcimcn was c\•aluate. t iraccord uice with .AhM—'W-iffDA I. iI LS.2 ,, h71r[1:cc;rv,iccifitc;licirs jw .lulrrrnru t, ",nr LNIrC) arad Wood 11rinclowsand Crlrus Du ui s. i Tell Specimen Description: ticrics;' 1ludcl. Y4 r.--l i3r=(! Type: Aluntutum Singic Hun_; Wiadro ' With 12nle Overall Size: - t' 4--1: 1 (i" ,vide by i• I l •I,`t'' 1tiLh retire Sash Size: vide by 2' 1 1-31 Fixed Daylight Openint,, time: X I" wide h%, _'' I I" lu,_lt screen Si% e: 1" 3" Nvidi: I)% =' +1- 11h" hi h Finish: Ali uluminum v.-;Ls paintc,l. i I: ZzinQ 1)rlails: l'hc actilc sasl't auci IsAt-Il lit it ikzt l thick: scal+:d instiiattuL glass Ir.ilc Irum two shc:Is :,l I i+" thicl, cicr 1:nr:ak-d glass <tncl s mcta %ir,f'vr eel ut,'1 sp) iI :er 3\swi. 1h:' figs wcr: chil!ntrl da.v 1111111 111 C it 01;xible v`tj?`,1 %vi-ap ii-o tnd I I i„ •_ arm, Cc-, lid., F':: 11:7:1i•i1QS j .y , p 0 . d i 11i -lUGSl,.03 Pa.e ? of 5 Test Specimen Descriptiow (C'orttintted1l N tealh:rstrippul;,: UescriLic Tt ( n:it> Li calion 0.290" Ingh by (). IS I" 1 Row I Fix- cJ incet'Ing, rail interlucli hacked pol}pile with censer fin 1.130" high by 0.187" 1 Row I 1-ixi;d lite, stiles and top rail Lacked polypilt, with .enter fin I diamercr hollow I Roar j Bottom rail bulb gnsket ' Q.? l U" liigh by o.l S7" I kov, A .ivC sash stiles ba6:cd polypilc• cith center fin 130" high try 11 SY I Row Acii.c sash stiles with; polypile Frame Construction: All Ir:urtc utcmht:ry ,;cry_ i onstructca of extnlded aiunurium with coped, btlttLd and scaled comcm t;tszencd with o 4 x 3:*" ,crzws each. Fixed sasli was CC- tWed (itilia g curt: # x 51" icrew in each cud directly lhrouuh tXterior facc into i;v»h. Siliconi;. c is utili2eJ :uolt::! cxterior nweiing rjil.j.- mb.jollit. Sash Conorut iun; :.11 Sash niQnth%rs wore cnw4uctad of extruded aluminturi wAil copl:.il rld butters comers fastened With oliL i.,l''• scra. 5crcejj Coustruclion: Th_ screen frame \v is o-maruaeil front roll-l:,nwtal aluminum rrlembers \ iih plastic kcvcd conte:s. The CollSisttxl of a Iihrl fass I,ts.11 ,d teas secured with a: flexible sp iuc. i Hardware: i OdscripMoll 1 1111111'. 1`C,C1[IUrI I' lustic lilt latch I On each oid. ul the intc iur n• counz, rail x( rlal sxreeh lock = 1' ' irom niixaith); rail -.:red: rialanre asscntbh, _' t. 11C pee. jo-m Screen tensi,),, Spring l):C i1Ch :till s_ile I`& hi,: ? j Orr_ each evil of bil-RO1Y, ra, l 7 1z Mi9RC. 2 06 Z 2. d b 1: 0 I S J J2-52-1_dl iG.ar(i t.E1a rest spetimet, Description: WontifILW-d) Druinage. Qqw1lit\ U)CU6011 14" wide by i.!4- k tit0 Fnds of hotrom rail. draini1ing 16" wide by 3 :S" long Fixed smash botyurti rail, draininL, glazing t;avity Reinforcement: No rck*n(brcc)ni-,n( ,vas uTilizvd Installation: The Lc,,[ hack wis fabricaled fi-om x S Sprucc-PinL-Fir. Tluunit wv,S I " sucws du-sccure-d utilizingutilizingtwo .4 'S ouch d, jamb Lra,--k. 5" 1rcm sill. 1--.4" bc-.io,,v meeting mil. The head utilized three R5 x I" scr s 4" from jambs and midspan. Fmehor Permicycr w-as scaled wifh silicone. Test Results: Hi,-- resulk arc tabulated is 11011mvs: Parauran, l) Ltic clljcst - Resulm Al ky\\ ed 2. 2.1.6.1 Operating Force I 23 1 hs 30 Ibs 111cm Air lnfljtrai:m i E 2S3 I i7 ps-1,1`25 Mph) 0. 10 C!'111.1: fl 111LX. A' ate #I.- The ,e.vred spi-c-tim.-ft njects ,tw 1.)."14(brm, nc,., icvelS spec-fied iii 1 - 31 Water ReGisviice (A ST.%f F -`,4 wit. h.wid -,41LhOU1 $Creell) IN-(' lcjk-m,c- No leak.-le-L. Loaki Slru.1111-1,11 11cr ASIA-1 11.L.)7 1CZ5U- CL11,:111S IA,'01 nn the nicti;o.c rnih d 4-7,7 psl-w%uakt,-,C) C 2 1 v.-, .1-1 x. 2 tle , d w•.r-r_.r-. •h•r - .ram.-- rlYr IP c •• •I 5 fcsr Results: (C mtinue lt I AL I . I'r:.jait l'itl"f Te;A[tltoq i Re,; t, A_la t@d 1.(1.3 DcglaLutc Test per AS•i`NI F: 7r' In 6perainlr du'C:tion at 70 lh-, I Top r..i l t 0.Ob" f l'45;, Bottom rail 0.1)6"12tj 5(, 100 In remainioc, direction at 50 Ills l.. et't stile 0,03" 6, U.S (?"7100"/i1 Right ~ tile Forced b,'mrs' R slMJ1ICe PCT A Z."Ml F 593-97 T pc: A E Grade: ! 0 i Lock alanipulation Test ! No entry \o envy f z,st At Oiru 5 I \u t.ntry No entry Test A7 i NO cntn? No en;rti Luck Manipulation TC,t fl 1ru 411try No Culry I Qptiun: ll i'erfOM1.3t1Cc, 4. ;. 1 Unilbrm Load 1:U4flcction per IAST 1 F 330-9? Alea. surzmeilts reported a'cr takr nn the Ineeting rflI Loads hold fu, 51 seconds) i= psf (PositIN'e) (.i.5,..; t').30- max. ti 47.2 psi (1 gativo I 0.(_"'" 0. 0" max. Exceeds 1_; l 75 for ddleclion, hu: meets all other t st requueuicuts. y. 2 [l.o:ui Stnictur,1 p:r ASTl4 L Oeasorcmults rcliorted ;n%tt[tl:C; cm the moraine rt il) Luads hcid for lit scxnd,) h7. 5 psf(hosiir"e) i {).1$" ( i.31" Itiu::. a ' 7+.t:S ps! (ncy.ttit:l il.l(," 1.1.?I" rnas. i is Al.4X 2nez SO' d 81 : et L S Ju-Sz-1 0 0 1 -40656-03 rake ; of milplo of flie tu"I s )(:Cl,llcll. and a CL)I)v, ot'thisz rcpon %v:.il be. O.'I"lined by ATT for a period cd ibur vni-s. '11c Mlr,' n,;IIITS Ixerv. stcured liv usic the tint qIeth0jS aLid thl:V COniptilliCc 'itil the P-ZI-rolusailce r,-,qLll,l,(;:n, ell (S of the rufvrenced I.,pecificaLioLi. This repton tiner, nu consiimW certification of this ly-oducI. whji.-Ii may only.be-granted byilic ccrtificatioll plograin adminustrator. For ARC H1-['I--'CTt.!RAL TESTTNLC,, INC': Nlu- k A. Hcss Kji,n N. Rceves, P-E. irector - Enginctling Services Z MA.4.=,q 26402.- 90' d Connate or M.aonry aDs^I"9 1aD n o J o v/ p COA eelr.an Buck o Q and Masonry Opening 1 c p o F ° a/ wood Burk ty MOW$ Ferlmaler Ca111k BY Ou"re y Ale. 1:44eem langr .nd 6urb Ca Heed R codas H d—__.__—_ s 6 - f ft.a 0 a Gass as RoWhIed Pnlrnotar Caulk By Others PrrCaal Sa 9y Othrrs sill I. Shun as required at such installation anchor as shown. 2. Anchor must be of a length to have 1 1/4" penetration Into masonry ur cuncrete. 3. Caulk between window flange and buck. 4. Caulk full perimeter of window. 5. If exact window size is not given. use anchor Quantity for next larger window in cllort. 6. Glass thickness will varywin size and design land. 7. Leiter designations on fie topcon 1 cation chart indicate where anchors are to be inst led using t elevation as a key. IAPCON { IOCAWIN CriAAT caNfa CQp[ WIMflO'M' ID FAMN13t LOCATWNS Concrete or Masonry apenlnp SRE 971 7A& OP35. 1 r0 OP50 OuWda Olmensim 4f" MIH. 12 1B 1/5 x 25 A k C PENETRAllatl 13 18 1/8 a 37 3/e A k C 14 18 1/8 K 4B S/rS A dr C IB 1/BA 62 AA C Ga, lr nd Dun Is 18 1/8 a 71 1/4 A A C itoeq. and BYck a °• AkC AA C e 1/2 32 25 1/2 x 23 A A C 1 — 33 25 1 >2 3 8 A k C A & A-3 t-- Jamb F 8 S BUCK Inelds OJnenaraa flmge Tips Wdoe frame S8l D O Steal By av, e a a o Caalk eal•Neut rlange and Pre-(;ast 513 rAPC0 s' nPE HAROENrID h•ASCIRY SOWNS INCLUDE rAPC:CM. RAIAL & SIMPSaN A B A 1 / 2 35 x 25 1/2 a 62 AkC AAI C A k C a 1/2 36 25 1/2 x 71 1/4 A k C A A- 22 36 x 25 A k C A k C A A C 23 36 x 37 3/5 A A C A& C d 24 245 36 a 49 5/8 36a551/ 4 A A C A A C AAL C a a A 2539x62 AAC AC A B at C 28 36 x 71 1/4 A A C 32 521/ 8e 25 AkC A kC A k C 33 34 52 1{ B x 37 ../8 32 I/ B x 49 5{B A k C A k C A. 8, C A 3345 52521/ 8 A. B. C a562{4 71 1/ 4 A A C A k C A. B. C. D icpwn 36 52 1/8 x wood B. d By others Caulk Betnan Ouch and opening FLANGE J) Wee W. - tua_ e a" INSTALLATION INSTRUCTIONS S.w. 1/t5/o2 A FASTENER SCHEDULE ae a. sew •ea c 740/ 744 SINGLE HUNG "°SE P sea: fNST740 I . . ..... .. .... ..... . .. .. .... ..... Y• V. S noaUaA CaaEV^Ia4itbn tuMKea6-7e,7N 91 rwrt dry e4Aataoa 1 r 1 1: 11 AM. H1ee 1NLWL— 10S e 4 A STUCCO LINE MASONARY CONSTRUCTION INSTALLATION FLORIDA FLANGE SINGLE HUNG HEAD DETAIL r— BUCK STRIP 44 a A d 4 d e CAULK PERIMETER PRE —CAST SILL a o4 INCLUDED WITH WINDOW INSTALLATION SCREW PACK 99—OS-919 QTY: 6 QTY: 3 8x1"PHILLIPS y8XI 1/4"PHILLIPS PAN HEAD SHEET FLAT HEAD SHEET METAL SCREW METAL SCREW 1 /2" DRYWALL 8 X I 1 /4"PFH SMS 2—HOLES PROVIDED IN HEAD. 3—HOLES IF OVER 36" WIDE) INTERIOR STUCCO LINE h 8 x 1"PPII SMS 3—HOLES PROVIDED IN EACH JAMB, FINISHED SILL BY OTHERS INTERIOR d o. d .• 4 o JAMB DETAIL d 1 I /2" DRYWALL d 1/2" DRYWALL SILL DETAIL FASTENER TYPE ANO LOCATION m Y VARY DEPENDING ON LOCAL CODES• a w m . .. -- - T r -rt rn rn ... m .. - o •. r.t tee, w e BeueMik FLORIDA PRODUCT APPROVAL NUMBERS 1?C YttS AN:J WLV,JOQS FOR SERIES 74013740 i To view the aWlicaborts, go to __ . `- = ': . Pick the Pmdud Approval ioon (bong the left side of ween). Pick Product Search tab (at ttre top of the screen). In the Product L%mrfackm drop down box, find and seied Bettedliit In the Applicationl5eq * box, type in the Appf* # (shown below), them pick the Search button. Sad down and the abTrobw is listed at the bottom of the screen. Category: Windows l Subcategory: Single Hung f Product Model It or Name Mode! Description 663.18 i 740/3740 Fin Frame 39x90, R35, DP +3531472 663-17 74&3740 Fin Frame i 47x89. R-35, DP +3531-472 4029.1 740/3740 Fin Frame i 52x71, R35, DP +35.31-47.2 740/3740 Fin Framei663.12 663.16 740/3740 — ---- 52x71, R-45, DP +451-45------- Fin Frame l 52x71, R-45, DP +451-472 563..13 740/3740 Fin Frame I 52x7Z; R-45, DP 4451-45 i 663.11 740/3740 Triple ari@t Corttii mn Head and SA i 106x71, R-30 DP +31.51-39.7 t 3.is 740/3740 Flange Frame 4749, 1135, DP +35.3142.7 663-M 74013740 Flange Frame - Oriel I 47x8% R35, DP +35.31-42.7 i 60-15 i 740/3740 Flange Frame 52x71, R-45, DP +451-47-2 4 32 1740/3740 Flange Frame i 53x72, R-25, DP +2591-34.7 40293 740/3740 Flange Frame - Oriel i 53x72, R-45, DP 4451-47.2 i i 663.14 740/3740 Flange Frame 53x73. R-45. DP +451-45 ; Category: Windows 1 Subcategory: Fixed iAff Meg # Product Model 8 or Name Model Descxi — — ' j 676.15 T40/3740 Fin Frame 59x7'4 R45, DP +451-47.2 I M16 1 740/3740 Fin Frame i 71 x71, R•45, DP +45147.2 I 676.17 740/3740 Fin Frame I i 108x52, R-40, DP +401-40 676.13 1 74013740 Range Frame ! 59x72, R-45, DP +45 / -47.2 676.14 74013740 Range Frame 71 x71, R35, DP +35.3 / 45.3 676.12 740/3740 Flange Frarne I 10943, R40, DP +40140 ACCEPT,u`JCE No.: Premdor )rat S stems APPROVED: EXPIRES 61-1031.0 December 11, 2 November 16 NgTICE F ACCEPTAN E: 5PCCIFIC.CONDITIONS 1. SCOPE No. 98-0223.07, which was issued on November 16, 2000. itt 1.1 This renews Notice of Acceptance (NOA) renews the approval of a residential in fiberglass door, as 1994 Edition for Miami -DadeSFBC}, Co niy, designed to comply with the South Florida Building Codeforthelocationswherethepressurerequirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the Approved drawings- 2, PRODUCT DESCRLPTION 2.1 The Inswing Opaque Single Residential Insulated Fiberglass Door and its components sh.111 Abe constructed in strict the following document: Drawing No 31-1033-1, Sheets 1 through or ct compliance tivx 8" ( Fiberglass) Door w/Bumper Threshold in Wood Frame (Inswing)." pfep d titled "Premdor OO nirot by manufacturer, dated 1/27198 and revised on 10/18 aeab"sheeMfami!Dade County (Product Conkrol renewal stamp with the NOA number and expiration Y Division. This document shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS ff 3.1 This approval applies to single unit applications of single, shown overhang such that the angle between tlti 3.Z Unit shalt be installed only at locations protected by a canopy S edge of canopy or overhang to sill is less than 45 degrees. Unless unit is installed in non-habitable treas where the unit and the area are designed to accept water infiltration. 4. INSTALLATION ents shall be installed in strict compliance with t tc 4.1 The residential insulated fiberglass door and its compon approved drawings, ction system (shutters): The installation of these units !will re u're a hurricane protectivie 4,2 Hurricane prote system. 5. LABELING S 5A Each unit shall bear a permanent label CttCo manufacturer's name or tog trot Approvedo, city, state and follo vitt statement: ,Miami -Dade County product 6. BUILDING PERMIT REQUIRENIENTS 6,1 Application for building permit shall be accompanied by copies of the followine: 6.1.1 This Notice of Acceptance 6.I.Z Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acccpt:ttice, clearly marked to show the compor eC u selected cifor lat orproposedSouth Floridal Building Code ( S BC) 6.1.3 Any other documents required by 6 evaluate the installation of this system. in order to properly k :•: Raul Rodriguez, Chief Product Control Division 2 9' 0/0toPi gL_ j. 101] ti_IOSpw g8 XVj 4iio7.`67/60 THIS FENESTRATION PRODUCT COMPLIES* WITH THE NEW FLORIDA BUILDING CODE FOR RESIDENTIAL BUILDINGS WITH A MEAN ROOF HEIGHT OF 30 FT. OR LESS, EXPOSURE `B" (WHICH IS INLAND OF A LINE THAT IS 1500 FT. FROM THE COAST), AND WALL ZONE "5" (INSTALLED NEAR THE CORNER OF THE BUILDING). PER ASTM E1300, THE CORRECT GLASS THICKNESS, BASED ON THE NEGATIVE DESIGN PRESSURE (DP) LISTED BELOW, HAS BEEN INSTALLED IN THIS UNIT. THE GLASS THICKNESS IS BASED ON ITS' WIDTH, HEIGHT, AND ASPECT RATIO. WIND ZONE: 140 MPH DESIGN PRESSURE (DP): + 35.3 / - 47.2 THIS PRODUCT MEETS THE REQUIREMENTS FOR STRUCTURAL LOADS, WATER AND AIR INFILTRATION PER ATTACHED AAMA PERFORMANCE LABEL. BE ADVISED THAT IF LOADS ARE PLACED UP TO OR EXCEEDING THE TESTED LEVELS, THIS PRODUCT MAY BE ALTERED IN SUCH A WAY THAT FUTURE PERFORMANCE WILL BE REDUCED. COMPLIANCE MUST INCLUDE INSTALLATION ACCORDING TO MANUFACTURER'S INSTRUCTIONS AND FLORIDA CODE REQUIREMENTS. MIP-466 i 0 0 I r 0 0 I D r D c V 7 1 L 1— --p ArrAorl 16 •UY COL./. ALSil[x :AL Y/ (2) 1/A' E/r TIP An1O PTAC.E, . MC. KM trpcWt +r ITACNM VZO) V4' . CAN CC TIME I/.• MCA HEAD 9CWCVCOI • PlWomf • ADlR1 LLi OLLER CAMEO AL1l W CID1/Y A Vr tRT t Nlr Pit ARACRE, TiPLk.. ITlP FIXTURES srr rt•. F .. tY..r..eev nnr n. J INSIDE ELFVAIOM TA I: M. O.AWr aslu NDIC; ATT.O[t Y/ 11, L.' 1/1' TO KsNLADSfsLV: 2WA 911WTS ATTACH • Y/ m ur . V.- Q KAD =trvs Al CEWEIT Sr0 E TYPItAI , I,tRASArr CCpIEO L 1. " 91AALAFL iDm Iml(f AnA/7E'D r Rorw TrRur M a'ILWSA° + AnAOF_D V/ ID Y.' • L.' AD KAt LCOEVT NOL bAl" Fr MAUD i9 MCAMICISrillV/ VCt, LI• N;A LOT DSCKV: PO CAMn e r wL sfrn Ira LEA Yi3• t:U I VIC& DMA— CND -MG,.I CIA 11- S/E' t A R f0.-TNDM TOLOI PM r1ACIm TO AAFAT (M0. 1 01 [r7TG) DPtoS1Al tiD 87 CA CEMtTD STLL L 20 t v, flrL CO 7/10' CK 00.T RCIAME. VI-m s :/R'TIAEi 1)) Faa foLIA Y:1Q Rf AMD .Vr E' 6.LY. STm ,RACI. ON FL MYCtt CAL, Dic-C mV TRACK MOUNIIVC DET_AI, r.s. m AFAR FIAT R ATTAC*M CITOJT .OI ATn CQ Q VVI) 0 C FfY rmvr ARAou w A t air NEE KYLCArCDrrO1TtaE TYPECAL STILE SI6F cvInst ICDL ITG% . 1 Ar u rNrxArtr7 PILL tT*13 CO VY . YV R1L0 V/ Y SMa NrJR slow's Dw DWELTTYPICALDOTrOM RRACK T N.I.% 4 GLAZING OPTION CROSS SECTION E-LAinq N7r w.[ p )1 arr Yv ACIKD LVRER Z TI& I 2' . D) (w 6nV7i ittm w ,asa,La ma ww LTDaa Lig r oA 6LIx rfA IIP TPIOf[ ARKXD v/ 0) V.' . A/.' it'MFAO SCREWS D.afi1• iE ILCK ., RACER Y/0 Vr . 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Irt (9n A-0 2. a t)r1f OO.00IIL omrx t'-It tALYAGb 1 rl. 0i frll cm Oa.•O n TI 0® OY • tOObFO®IAL'OOb FO bMIMI o— tmm aAFFm.o • .raro m oeo Tsoa Ee Yws ar m.M An ..rfr.o.a ar..IrY.ri TA lr mmzzOt001= r 0=04 r0 A nfnft R IWIT10 1 DAADTi OOTC =6 — AM TON too. tatrp. D[ i A ... 1 0 x etAN.tl doll GAQ1Arm Tdi Ali t-a Till x.WDATiO #Ah.V R A Yi Or D'® of FA RCM Pia ml) D001 W tl WLm p. t /i[r Q O .P. MSC YL C¢ tif. a D T r. r9A. O FL c n..'ala4ATertI. ROD m rAATO Of RTi K OC WX MR Am,L Dmr OFq Ati NQI OT— A.'arm M., mC-fWF168- 0 ON OCTOO Ik 2001 HOAM CAn4 W THE Doom. CK TER PRE=m Kn tes PY Arm -Do3 rw. or ARpp. LP iD Hip ((qq IRMVS tlT RE pil•1.En p •1 OE omam D 3 IIC THEE t00 OR OW COOPS 0004 M PIA ORAMNO. o—f— OMM FIME o•CyAL Dp. DE 1n rl, w nogr:COM IKYAM w Nlotltmm tL>• INCA M ANY RDl T AT GOI .+DOIIl0[ WDED D®E frl.Alt N w s> Yxi TILADa AT DRs ELC TAX r/A'-ID a.al >PIIC[ 40Ln A W A Vi o7LK / 14 IU ANUT w . 0 TO I A p1 AC.C. .w1AT , I 11., MI. TILL ' AMnwe IS V (1) I/C-m TL4 S V I& LI . Wf OR EA elm L-- rt.ac n M avt7rst SIIt FOI AVC Rl. O21 T7ACT10 C01iloURA7TON FOR R'l• 1P M F: TALL DOORS Ill 4 WAX 512E DEFOL 220 PSF 2. DPSF 4 TOT LOADS 4, • V •--• 31.2 PSf 40, 4 PSF J'• 930 RMAG9 1ff DtlATI P v of DN40 Cbm NAM B C[R10f1 A[ Y[ MV9 !RC"61b9-120-i5 MMM ROM L MMM FL K ROD®! OUT I C I A A FpG VT 27 GO A n c I t n A I D r I 4 I bJ(i\5111a 1))PER firCf111: A'rL\CIIT.D W F;) 7'1!,' .) r(Al' EACh E'nD R 111 F; i\D CENTER Fill F.S; REMENIW. TOP RLILLER 13RACKET(13(;A O.U.VANVLD) ATTACHED W'IM IJ) 7116' . 7//- UNIVERSAL SCRL. WB ra HRACKFT. ADNSTADLE f UADE OR,ICKRT ATTACHFD w 1111(2) VA' X LT 0l1LT 1VU NLT IiLH BRACKLI. CrCJRF.F F.\rA Liul All VSTYRENE 1NSL'LATIDN U-1:.I I EVD RAGE 1+GA Ig SKINb— SACGt7L Tul c.uRiy \ JT)IRS Borro}1 eaA('I,E: r A17:W1(ED Wmr n) ). IA' \ 1.1- LNIVERSAL SCRLIIS C.1101UUS ALL'.. L\1 "1 . 9 WIN COV I INL (KIS \ IVYL..rRA(.0 SECTION A -A NOTES. I).ALI.Tr[ LO.4D PROM 111E UC41R 1E TRANSFERPF.D TV T)IE VF.RIr:.1L TRAM FROM THE TRACK TILE LUV)Li TRINSFLRNED TU 1 HF. ITRTWAJAMALLi 1111: NUkUALKI K. I.\MU UM "111F. HFwDER P.FC1.11 F3.VU PUN"IUJH (A IN), I UUl TRANSrERRED FRDN111F. DUIIR. LSC'H VtBT1CA1)AMU RECLl%%& M.LXAAIM DESkN LU UX (r: 111e L BST1 .wO-L%I.HS:FI. 3,F1EAL71 VERTICAL L. \IB RECF.IVLS V.a\DIUM TEST Ui U)IIF' OZ I I Mff T AND - b2_ 4 L LYFE III HRAC:F I IT7'AIfty S mmm iEiiiia 1)ALL f ASTLNLAS USED 7U SECI IRS. l.W ILS 'H +Y BC LLA.•..1r. LUS1 MA 7O PRDIIDF. A FI USH tK4WrU(; SIIRFICE 6UPKiR r1AG STRIKTIIR.AL ELI:ML476 KH U /. HF. DESIGVCU BY AREG1SrF*.RfDPk(VES4N1VU F.VGhLFR D)k%vI.iuwADi I.NW ATFA)( IMS DRAW"$ IN MANTHA 11)(JOUR I.UA(llixn WOOD JAMBS i" BRACKET MOUNT Iv C--- - UFSNIN IAAI0. UPLV M; CEO 1 P.R HIW IFS 1 M1141MUM It UA 01111.FR CARR-A5 SIDF:RW}+ RF.T IIU.Rs MINIM M IU SIDE MT I 1'•ti1 LUj n y SW1R1'1'fE}10.01I ),IIA BAC HA\QER COL17r1'.RLLLLANCE SYSTEM — ISL'PPLIFD aV INSTAI Lea) HIN117A)NI'AL ANULF: HORUV rAL URACL r GALY iNILLD STELL c HOMONT.i1.TRACK IDECORATOR I VE RT,CAL TR{CA ATIACRMENn HORIZONTAL M'D VERTICAL TRACKS SECURED TO DECORATUt wfrH 4) IH'-30 TRACK SFIJCE HOI.T% AND M.TS IXCORATOR SECURED Ill JAMS WFTH: 3) LA 6' X 1-1:/' 1AG BOLTS IAMB UR.Y•RE TS I I T GA GAL VAMLEM ATTAC) ITD TO TRACK Wrm II 111'-W TRACK SPLICF. BOLT mjmD v1 UR w+IH rT! I.-PIVETS ATTAC' HLU 1U)AAIB WITN(1) Yli X144-L.AU DULY VERTICAL TRAL'1, AIMMIl- NINTaWCDKM1Fa-QRANGE COU.14 yp TRACK CONFIGURATION MaY SVE WNW DESIGN JAZACIS TEST IOArA UJ on LIJ. r i C B 5 IR' 21* I fJ1XJR HF'ItiH'1' _1 1jj8[___ 1I1s 2 1) 1.11, \,+ ALiKWUM DOA Nt WIUIH UNIVLRSALSCREW." 6'Y4' STtJTCUP t•r14' NGA.DURASAFE UNIVERSAL SCREWSgo UNIVERSAI.SRLW$ END HNGE 1), IC a!A' PAN HEAD T MA. — S YUTCLIP SCREW. TYPICALON STRUT' K 2CGA STRUT All. SECTIONS L.KCEPT TYPICAL TOP STRUT ATTACMAUNT 5 - v7FliMMLL SCREWS c l sroE sIa cuRN1 6 END STILES - REFER TU PAGG 2 TYPICAL DURASAFE END FQNGE 5i 2GGA W HR A .. LLA.MSECTKIM HOT AVAILADIE IN Dr SF.CFKRJS. \ 7• L• E10UR HEIGHT 21, i YI'IC.V. IROLLERGRR[ FA NI: 1AMEk UNIYf.RSAL9CREWS1 j UNIVERSAL SCkflt5 V TYPICAL DURASAFE END HINGE j -14 B V1 s I d I, t NONGLAubmcTtoN . A SPECIFICATIONS AND NOTES- t)Iw7C. 3f DRARDWAVEWILI.BEDPIIM+FA4.kNIlFACTtIR ANDINST.ILLEU R'RH YI.u'ILVLL11 AL aE r,URln BY'ItfL DOOR wCl' L15 SYSTEMS M+NUFACTURLAS 4.S&X1kTMK 23Ll fitl- 111^6 WALI. bE 21 GA. MIN1M:)M(,61C) INTER" IrNlru 4ROIL: D rok%tm LU1RT COMMEACI4I.Qt:.+lfl1•. Ao DALvnNv.+ m.I. D OOORA UP'fO N NUTN CUI:C6111f (+)!El'1 RJPal A5 9 R,11'A. l'!E Q) • Y :LQA B71Urb ' PFJf RLC llu`: l DLYNS L7 TO R6• HIM CONSIST LIT OI SECTIONS A$ SIfJ'a1•. CSE t1)• 7' xDGA YRL' 1 C' IYR SECT tD1 _ 1 t I 14- 51LF IKa1 T[ A _ _ f217 Ifi' a 111' DESIGN LOAD ONIVL•RBALSCKFWS - 293 - LNTERIOR ELEVATIUN UNIVERSAL SC0E ws I+GA. DURASAf E - mGA staurs x)1: Io•..I,• cExrEAwNGE. 11:rLOADS 2GGn SIRIII UNIVTRSALSCREWS 0 • 45.) • ^''(a`-' •^• V :IM': A STkin 6 a ALla' INI VIR.l u Y! M $ V•(_j_) 11BRS m I TACII W, I)) 710'a3+• I —1IV HOLI `• "' _ - INIVERSAI.SCUEWS RETAINER U !217 IV I*t UNIVERSAL SCUF.A' S A 716'BUt. T Rf:I A1NTli RESRP(LV a'> i AIiIY!!: (X RlWIUN' D+IE MCI` r..,I:. TfI1N^..K•11 v;!• - UNIYEMSAI..SCAF.tI•! TYPICALDURA5FE CENTER IiINGEI' sI max a ( TYPICALUOTTOMRKACKET'-I;))1. In• si.' 1OPrV(TURE AE o,: n,l: umtl— el sal rls •. :Ou; TRa,tArAR+1tRwlwSv1U6 Ie Yh1. -A—% t906gi mM mrP' 6aR • + p 1 SRtltl'. 1., I, QA> Yt:. ID RJUi1NAf, UL$,aA/C TYPICAL RESIDENTIAL TOP FIXTIIRL r— AL r mW.a tla A ,sta,l¢Lavpo><a,b NNam,nl .1 „ oC..wau I i 6 Adlvtl mMP Aa los l. nu 1TRV1: t1. SIRU Sl PG.. UC .Uu 11:Y •v-U 1. .,IS SNE51 rit + 5 4 3 2 I Il4 TS/s4'ACIK ArIA6 aaAIvAda, Bew.frML III-.11vIIDV.' • Vr 1.TAa RMLrC ATIvo —.) V.• . Lr W. llc.0 I m.$ TIT t IaII KO e+.Ta-IM1.1 I I—M. " ATMWO v/ M Al.. 3/.- Ka MRApQI ICI K•0 swls r f00A fTI e4-11 Y/to Vr• . 1ASlKSD[v6 AI r 10 eAL1 CAW CEM" STILL 1• .•rnR LELCR AT D4 ar AT AATIAe V, tQ . V1' • We TAW OIB tTOC TYPICAL TIP FIXTLKV, F. r.f 1 TYPICAL OI WLS 1TE ctnr R nuR E a C L.ALL 27 EC 1.&R¢ uff r91 1DI rd rQKrbOC1/IGJAr30+ L11 A r ncA tlnl+ `r u r IAT.RS v/,E $lG III . ]/I -s w..+ i[ays TYPICAL DWASAr[ END NDYGi 3 F.LL La Oci f Ou.. ED 9D LAD i AIIVIID W Ylf _ r eA ALr RRAOlT . t fOVTIOP mlw eTI[ m aw cs11r[r STILE (/a 1 a FEIRR) 17' LI Y. sli6 Tnr n. va1 1) PTR RaIIR 114• 10 . 5MIRACI 1' C 1 sffiL ¢Aa SPL[ E axI AYO IAII f1A0A Dgi[A .Of W r[) e1YETS TRACE MOUNTING -STAB, a, T.L y i 7 ISL RALE 11 Dp ame¢ SME To SrVT Low-" 2' 13 G1 CMKRCL- To. rUnigE .114=9 W, I ) I'.• . U.' O - SCR[ Vf AOAaTA<E LI¢ vnb I/.• . Vr nl sm - TS STILL 11'a"C ff3 d LO TSe W Ima2 finJ DI Tv =TIOT OL, 0 O YDIAT ti aTral ATLIDOOIT Ili f It" D lCYl1Kb MAX At A11(B V X I 2e /[LV.• a LI Ka w.s torri VITF I u n pADcr :LCIur TYPICAL DOTION BRACKET N, WM M ATIAOXMI TO STRUCTURE um — lm I A[AA wr. 9"M R TC a I[D W. — IlDII AAr a i L..O mKm now r IROI room/ so S.• oc ow maftll ALL . 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T PER ADIIDN Kp 4 ID 1 C••1EmMD711[00CeRAOQISECTION A - A ME VIEW) AIs A w o m•a Aa •a W em11pW® M.• ,MA1 fQ IOK 7 IIIa ifiA+ 1 b4 x LW I-M x OFD A --Wpm b .( AS.LT:.L "I'm ail•xO`i I IOw io Io rorLv v as lo.D MM I r ere- LW! v: a ome Aw Ammar r a ossao w•[AI Am sIIIAlm m sl Ym a m +ml Rr DLm iiiL Ii O I—LD —1 a 111OQai Saslc+ Ua4 t1DaaN TwALL IS 9t m[ol Iaoni+ La.i L K ![aloe W Oi TAS R,EtwAA. mIOO.b¢ YOI e[ Aq¢ M R LI W- NR 711I up. w K aIx rA.o w .o logo ma wTla x I®ts sow a x D.a IaL tAouL.Ae vent A1Q ,•b .Iel K ISPLOb•a I42I1[1pS A R fat """ SP W Iwo (I[Y p5 l am rY t 161UID f11 11¢f R a wca w tLxc aos. L w ISL 1{r nRr rID•1 •1 rI •O,C a of Ii4 v •a C OPO RC MDR of e Yo so1 eosl + tm.o 1/ -70 TWIDI SPLICE emu: Om YGe[ TD AbRRIR (1) s/le' n 1 1•)/f 1.4 SCAT& PIk4s, MA.11W 1 LAO T AnAOXA W JAWS tV rA AT.B BM I7 rr OALY. gRa m O...m ATTAO6 R/ (1) 1/4V-20 I r•cL WAIL w, a -1 A (1) ZVEIS I LKc IrawE .) DR R[v01¢ vor rvl -6 NwLrl s DO TAACA LQ61QRiATIW 1ON c•e- Iv W 14' TAIL DOOR1 A TS it WOtIOI[196 Ml E e`,955' Ol D¢906 L045 21.0 PST Nio l f CST LOADS t. l8.7 Py f •• J IT 1 1 ' MOM WN IIBBITA; E •/Durmo6Rfe Ml awn W 4t Vbm BNRL NAM B 1 MMir At I Du MAJI K-6018-120-15 DIYQ LSIR L 21IMM PC IL Y 06MI SW 1 R I sWUT :Ama snan aAaMD — INSIDE ELEVATION T~ NFA TAakw om HMM AIIKM cco MICA I VI (a) Do . Y i C.l W . I MD "M 6MV) rC. /CAD sad r CSAmy MLO( DT Inn 1.0A. DA ALWF RILICR CA I AI IACH vi a V. yr r')X WAI taav5 GLAZING OPTION CROSS SECTION r aA. UQU7 L AnPC MW AvALLA>u u VIYVxxu OrMu 5 YL TALL QMQU m STOM ME. TALL [L STRYIS IM MA SC-SOI-= a YAY M Wn TIYA9m Wa rKMW M K OM KM JSFD. W ATTA.lCD VA GD V . W TM g6II1Q KM .IAB PSI AW -ILI FV. IAT PJ WAM=K FCkA (.) iDOA6 "I KNOlMfARSfJPE1/L Ai [Ad fYLt rSTALLID W (I) A[ 1SODM O/ 11Q V [ T A10 A / OODIIl r urto-n f 10 W R®WIW Asim MIDaa 19wc dlt 1/3T MOI tf QA95 W M 10TR'L OAo. DART701Iic7vRAlYAC1ADy Ar[ /4 04002T ATM vriM w 1 TCL7 Ai WA33 I/.• . IN 00.1 AMC NJF3 rinDal 5- 0 ur . ay.• 1b ICAD fRly) r aATWAT TRIO CLIP TYPICAL T(IP STRUT ATTADWNT S1 3 ago. SFw1b wri r CTPrACD WLLTS"Mic LAWAATM PLT). WWI LAR mu" 1. f t-r— cm. ALIM ammm ma. van ASTftR SECTION A -A (SIDE MEW) cEcnoN B-a' adK 01AM AT -45 LWAUM i/ (1) 1/.'-29 MOM Oka GMTS A AM Ulm m A11r om N bps' NA . 1-!/Y va Win MAC( comnWRAWN FCA rr UP TO n' ?Au 000AS JMW QACIMT LOCATOd A C S ra IV e 74• Y' fA• SB' Bt' orb, s1 n r0MF1m6 AAn rTu p yOyA LF L P 1M IX r.a n =T FRof fi M7uL A sm sommums SMML Oi D 4 lit LOi'1 rom. An aw" m ulllYl .lY71I Awa o 110R CT0lp0 i}1ui O617) Mni p ral R..>d S — —Za OG i1Al 0lmr'l•an . ®am •oaui rla icm saws.mmaAaarminoi WrlAllrOmTm0. a 1{m1W fdOirlQDoM lAT.A rlAO1M1®t ®r A0 .W 90UTO1 MU10 00f( >s ry lLtl ®ait)Y M PR10IM) f10 0 R Q• Q TJtQ4A>n Ot ALLNI•0 PARAICa! Al = 9m O M1• lir OA37-IA30 t cTAum rr S .ftT O/ Oo rir himb Ra M. IL - Y MT roaW" 10ILLRFIIKaWKaL OOlR M115 01 C Ka/. 0 P, rrf rMD LPm O w iM rM 1 MT V Sam Qr wMv W nr .s umrt • A. O lm sus .w IOII Pa atFM M M 1-A FL, 20-06-06 13-48 407-389-1021 2604 MILLWORK P 2/3 x Opaque inswing Unit WOOD -EDGE STEEL DOOMS APPROVED ARnmGEME"T- T, Oft WE70mWE, C. = Role: ullb of Omer sizes ale Canrod oy this rePOrt as IDC19 25 the pane used dut not exceed 3'0' x Tl*. Singla Door Deslum Pre xrap 76.0/-76.0 Large Wsele Impact Rasawn" Hurricane protective system (shutters) is NOT REQUIRED. tr &fiPWFC WW,,G OcvS 4sda W ASCE 7,u MINIMUM ASSEMBLY DETAIL CmPliAnc;! MqWres M 'Tf*limufn ammnW detaft have mean Wowed -see MAD-WL-MA0091 -02. MINIMUM INSTALlXn0N DETAIL: CornPllance 2"'ms that minimum ft=Uorl details have been lowed -soo WD-W1,MAGM 2I-Cfly APPROVED DOOR STYLES: on 013F I1001 Do jOCLlGLal13000; Am% Too31M6-anal4-F-dn-1 Fn IOUIgo CA Ina] bwruw 51ww wft *Grit 44C ll ZDCL- 7/Z d Adomlllw-OILL NZ L -J-i-6 -LO'7 9;OL 6L-OL-GOOZ J FL, 20E5-06-06 13-48 407-389-1021 2604 MILLWORK P 2/3i i . Opaque Inswing Unit WOOD -EDGE STEEL DOORS APPROVED ARRANSMEMT: j,ED® ZuOri0.... . t Il J{ Unib of other sizes are covered by thisI: 1 repart as long as the Pine; used dais not exceed XT x 9'r i' Single Door OWN P9ressrae 46-0/-76.0 Large Mlsslle Impact Resiswoos Hurricane protective system (strutters) is NOT RERi11RED. s pwena m rrpe ret oe nr.C+a 9 oovn aoa i'aP P" 4wtiwi d d =:d q ASCE eKMLLiy, nan Selo tle dim +caed MINIMUM ASSEMBLY DETAIL: ComPG'aaGs re* t;s lhat a'llirrmm awmrJ v de!a7s have teen talowed — see MAD-ft- MAOM1-02 ' I MINIMUM INSTALLATION DETAIL: ComPlldrlce moutnes that rnintmam inS U2 M dot have been Wowed — ses MfD-WL.titAOL'01-02 I APPROVED DOOR STYEFS: j j I`Qi Q Dt nwn ac, ;a a.e nr rnwa s 00Mai rx-- a-p a to" ' I A®a flQ n T 3 Oan7ev 11 ..Mr•"'-.^'.rn^re. sateen/ emeoaearmmeaeeeeu 7/Z d Adomil IW-07L L Z8LL-LL6-L07 9£"-0L 6L-OL-SOOZ X Opaque Inswing Unit WOOD -EDGE STEEL DOORS CERTIFIED TEST REPORTS: NCTL 210-2929-1 Certifying Engineer and License Number. Gerry Ferrara, P.E. / 11985. Unit Tested in Accordance with Miami -Dade BCCO PA201, PA202 and PA203. Door panels constructed from 26-gauge 0.017" thick steel skins. Both stiles constructed from wood. Top end rails constructed either wood or steel. Bottom end rails constructed from either wood or steel. Interior cavity of slab filled with rigid polyurethane foam core. Frame constructed of wood with an extruded aluminum threshold. PRODUCT COMPLIANCE LABELING: TESTED IN ACCORDANCE wrm MIAMI-OADE BCCO PA201, PA202 6 PA203 COMPANY NAME Cm. STATE To the best of my knowledge and ability the above side -hinged exterior door unit conforms to the requirements of the 2001 Florida Building Code, Chapter 17 (Structural Tests and Inspections). c/ aat 5 State of Florida, Professional Engineer Kurt Bafthazor, P.E. — License Number 56533 June 16, 20M dv eoahero WWM ul aumb rommTea metro seeuac"e. OMP am WWO moos weed 10 dvnw Tema mtu. 0 Tact Data Revfew Centfi= n026"A, 1302607B.13026147C and COP/TeM n VdWaftn Mtatrbc 13026"7A-M. 7t. . /1026447C-001 provldm a0dttielol bdartufian - avaN* from the nStWH weba0a wabdle (wew onlfamm4 Nasortlle tedmw enter. Prevtdor g S ACCEPI"ANCE fYo.: 01-10.i1.91 AMtovEb; Deranb+r l IN,_ tV C EXP[RES: ember 1^`g% GE• N1• Renewal of - C T this Acceptyrce (approval I shall be consideredandtheoriginalsubmitteddocutnmtarion, including co ( afar a renewalnoolderthancit8 3PPlication has beets filedyears. B supporting data, eagiaeerin d2, A-Y and all a g documents. are pprovcd products shallandthefollowingstatement: ..Mi be permanrntly labeled with thesiltedinthe'dade County product Control q aauFacturer's narnt:, city, state, specific conditions i this Acceptance. Approved", or as3Renewalsof SPet:ifieally Acceptance w111 nol be considered if: s) There h men a change in the South Florida Building Code affectiitt theProductandtheproductisnotinb) The product is no longer compliance with the c B evaluation of this if the Ace B the s ( identical) as ecameproduct8 s: aptance holder has not complied wick all the r one originallY approved; the cotTrct installation of the product; requirements of this aced) The engineer who on eP rtct, ihclttding submitted is no longer pmPared. signed and sealed the required doc 4, Anv revision 6 precticing the engineering profession utncntation initiallyorchangeinthematerials, nutornaq ly be cause fart use and/or manufacture of the product or process shallm9Uested (throe h QUO° of (his AcceptanCe unless riotBthef"'ng ofa revision application with a P wrinen approval has beenS• any of the following shall also be appropriate fee) and granted by this officea) Unsatisfactory pmforritanee ofthogrounds for removal of this A"eb) Miswe of this AcceptanceProduct or process. prance: Purpose as an rndorsammt of any product, for sales, adve6, rtising or anv otherMeNoticeofAcceptancenumberrecebytheexpirationdatemaybedis p ded by the words Mia,ni_pbe CaAcceptanceisdisplayed. [hen it Played in adv:rtising literate 1'f antY. Florida, and followedshallbedoneinitsentirety. y Portion of the Notice of A copy of [his Acceptance as well as approved drawingsbepruvidcdtotheuserbythemanufactureroritsdistribu ors and shall be available the job site at documents, where it applies, shallalltime. The engineer need not reseal the copiesg. p astable for inspection atFailuretocomply Acceptance. s NWith my section at this Acceptance shall be cause for to 9, T rmination and removal of Noticer,f Acceptance consists Pages I. 2 and this last page 3. OFTIuSAcctrTANQWtu1 RoQn ez. C`hief j Product Control Division 7A d Xd0Mll1W-07LL ZSL1.-LL6-L07 9Z=60 SL-OI-SOOZ Page 6 of 10 R Test Results: - Test Sequence: PA 202 1. Air Infiltration 2. 'A Test Pressure Positive 3. '/z Test Pressure Negative 4. Design Pressure Positive 5. Design Pressure Negative 6. Water Infiltration Positive Direction 7. Full Test pressure Positive 8. Full Test Pressure Negative 9. Forced Entry AIR INFILTRATION Air Infiltration Tests were conducted in accordance with DCBCCD PA 202-94 Air at 1.57 psf Actual Allowable Specimen 1 In -swing 0.01 CFM/SQ FT 0.34 CFMISQ FT.. Specimen 2 Out -swing 0.009 CFM/SQ FT 0.34 CFM/SQ FT , Specimen 3 , Out -swing 0.01 CFM/SQ FT 0.34 CFM/SQ FT Specimen 4 Out -swing 0.00 CFM/SQ FT 0.34 CFM/SQ FT Specimen 5 Out -swing 0.07 CFM/SQ FT 0.34 CFM/SQ FT bz). 0 WATER INFILTRATION TEST 9 ' 1 S Water Infiltration Test was conducted in accordance with DCBCCD PA 202 - 94 Specimen 1 In -swing Water @ 0.00 psf for 15 min. Result: No water penetration over still S e©men 2 Out -swing Water cd 9.00 psf for 15 min.. Result No water penetration over still pecimen -swing ater 9.00 p or mut t No waterpenetration over Specimen 4 Out -swing Water @ 9.00 psf for 15 min. Result: No water penetration over still Specimen 5 Out -swing _ ..Water.@ 9.00 psf for 15 train. Result: No water penetration ov STATIC AIR PRESSURE TESTS Static Tests were conducted in accordance with DCBCCD PA 202-94 Design Loads +55.0 psf, - 60.0 psf. Specimen 1 (In -swing) Range of test time actual load deflection perm. set Positive loads (seconds) psf 1/2 Test 30 45.00 Design. 30 60.00 Mullion (3) 0.418" N/A Test 30 82.50 Door. (1) 3.740" 0.135- Door (2) 1.730" 0.118" Mullion (3) 0.926" 0.033 Masonite Exterior Door Products - 3 - TEST RESULTS (Cont.) Specimen No. 1 - Inswing ENCTL10-2929-1 5.2.6 Water Penetration 5.0 gphlft2 WTP=2.86 psf (15 min.) No Leakage No Leakage 5.2.5 Uniform Loads Full Load - 30 seconds Permanent Set 114.0 psf exterior 0.309" 0.318" 114.0 psf interior 0.013" 0.318" TEST RESULTS Specimen No. 2 - Inswing 5.2.7 Air Infiltration - ASTM E283 1.57 psf (25 mph) 0.1 cfm/ft2 0.2 cfm/ft2 0.11 cfm/ft2) 5.2.4 Design Loads - 30 seconds Deflection 76.0 psf exterior design pressure 0.439" 0.453" 76.0 psf interior design pressure 0.098" 0.453" 5.2.6 Water Penetration 5.0 gph/ft2 WTP=2.86 psf (15 min.) No Leakage No Leakage 5.2.5 Uniform Loads 5.2.7 5.2.4 5.2.4 74 Full Load - 30 seconds Permanent Set 114.0 psf exterior 0.317" 0.318" 114.0 psf interior 0.096" 0.318" TEST RESULTS Specimen No. 3 Outswing Air Infiltration - ASTM E283 1.57 psf (25 mph) 0.1 cfm/ft2 0.2 cfm/ft2 0.11 cfm/ft2) Design Loads - 30 seconds Deflection 76.0 psf exterior design pressure 0.121" 0.453" 76 0 psf interior design pressure 0.440" 0.453" Water Penetration 5.0 gph/ft2 WTP=8.25 psf (15 min.) No Leakage No Leakage 5.2.5 Uniform Loads Full Load - 30 seconds Permanent Set 114.0 psf exterior 0.161" 0.318" PRFFWW,.3 Page 4 of 8 Report k -772W 4) SEQUENCE OF TESTS PERFORMED N X X Specimen 1 Specimens 2, 3, &4 Deflection Gauges Set At Boxes 1, 2 & 3 — Measurements were taken with three CDI 5" dial indicators: location #1 SN993413562, location #2-SN 00 15 166 10, location #3-SN 982539153 Test Results: Test Sequence: PA 202 1. Air Infiltration 2. %i Test Pressure Positive 3. 1/2Test Pressure Negative 4. Design Pressure Positive 5. Design Pressure Negative 6. Water Infiltration Positive Direction 7. Full Test pressure Positive 8. Full Test Pressure Negative 9. Forced Entry AIR INFILTRATION Air Infiltration Tests were conducted in accordance with DCBCCD PA 202-94 Air at 1.57 psf Actual Allowable Specimen 1 In -swing 0.04 CFWSQ FT 0.34 C WSQ FT Specimen 2 Out -swing 0.00 CFWSQ FT 0.34 CFMISQ FT Specimen 3 Out -swing 0.02 CFM/SQ FT 0.34 CFWSQ FT Specimen 4 Out -swing 0.02 CFM/SQ FT 0.34 CFM/SQ FT WATER INFILTRATION TEST 10. S 15% = 7 D, O Water Infiltration Test was conducted in accordance with DCBCCD PA 202 — 94 S ecimen 1 In -swing Water P 0.00 psf for 15 min. Result: No wi At t jH(o) MR Specimen 2 Out -swing Water @ 10.5 p or 15 min. Result: No water penetration over s—ili Specimen 3 Out -swing Water @ 10.5 psf for 15 min. Result: No water penetration over sill Specimen 4 Out -swing Water @ 10.5 psf for 15 min. Result: No water penetration over s' FORM 60OA-2004 EnergyGauge® 4.0 FLORIDA ENERGY EFFICIENCY CODE FOR -BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: Thompson New House Builder: Address: 1111 CYPRESS AV Permitting Office: City, State: SANFORD, FL Permit Number: Owner: Deron Thompson Jurisdiction Number: Climate Zone: Central 1. New construction or existing New 12. Cooling systems 1 2. Single family or multi -family Single family I a. Central Unit Cap: 24.0 kBtu/hr 1 3. Number of units. if multi -family I I SEER: 10.00 1 4. Number of Bedrooms 3 j b. N/A 1 5. Is this a worst case? No I 6. Conditioned floor area (ft2) 1582 ft' I c. N/A 1 7. Glass type I and area: (Label regd. by 13-I04.4.5 if not default) I a. U-factor: Description Area I 13. Heating systems I or Single or Double DEFAULT) 7a. (Snale Default) 77.2 R' I a. Electric Heat Pump Cap: 24.0 kBtu/hr I b. SHGC: I HSPF: 6.80 1 or Clear or Tint DEFAULT) 7b. Clear) 77.2 a' I b. N/A 1 8. Floor types I I a. Slab -On -Grade Edge Insulation k=U.U. 147.U(p) it I c. N/A b. N/A I I c. N/A I 14. Hot water systems 1 9. Wall t-, s I a. Electric Resistance Cap: 4U.0 gallons I a. Concrete. lnt lnsul. Exterior It=5.0. 875.6 ft' I EF: 0.92 I b. Frame. Wood. Adjacent R=11.U. 785.6 tt- I b. N/A I c. N/A I I d. N/A I c. Conservation credits I e. N/A I (HR-Heat recovery. Solar 1 10. Ceiling types UHP-Dedicated heat pump) I a. Under Attic R=3U.0. 1582.0 ft' I 15. HVAC credits CV. ` 1 b. N/A I (CF-Ceiling fan. CV -Cross ventilation. I c. N/A I HF-Whole house fan. i I 11. Ducts I PT-ProgrammableThermostat. I a. Sup: Unc. Ret: Unc. AH: Garage Sup. R=6.0. 15.0 It I ML-C-Multizone cooling. I I b. N/A I M&H-Multizone heating) I I i Glass/Floor Area: 0.08 Total as -built points: 23474 PASS Totalbasepoints: 23932 I I hereby certify that the plans and specifications covered by Review of the plans and F fVIE S74 thiscalculationareincompliancewiththeFloridaEnergyspecificationscoveredbythis O _ o Code. //%% I calculation indicates compliance PREPARED BY. f'- with the Florida Energy Code. +++ DATE: o UL I Before construction is completedj;Yl a this building will be inspected for rr I hereby certify that t is building, as designed, is in I I compliance with Section 553.908 compliance with the Florida Energy Code. I I Florida Statutes. OWNER/ AGENT: BUILDING OFFICIAL: DATE: 1 DATE: 1 Predominant glass type. For actual glass type and areas, see Summer & Winter Glass output on pages 2&4. FORM 60OA-2004 EnergyGauge® 4.0 Code Compliance- Checklist Residential Whole Building Performance Method A - Details ADDRESS: 1111 CYPRESS AV, SANFORD, FL, PERMIT #: GA-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Maximum:.3 cfm/sq.ft. window area; .5 cfm/sq.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 cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. bA-22 OTHEK PKE5GKIP FIVE MEA5UKE5 (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 circuit breaker (electric) or cutoff (gas) must be provided. External or built-in heat trap required. Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal 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 6101 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. FORM 60OA-2004 EnergyGauge® 4.0 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details I ADDRESS: 1111 CYPRESS AV, SANFORD, FL, PERMIT #: I BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2460.00 7380.0 40.0 0.92 3 1.00 2460.00 1.00 7380.0 As -Built Total: 7380.0 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling Points Heating + Hot Water = Total Points Points Points 13230 3322 7380 23932 1 11723 4370 7380 23474 PASS y oFcHE SrarF°^ Fr0. r _.. FORM 60OA-2004 EnergyGauge® 4.0 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1111 CYPRESS AV, SANFORD, FL, PERMIT #: BASE AS -BUILT Winter Base Points: 5294.9 Winter As -Built Points: 6963.3 Total Winter X System = Heating Total X Cap X Duct X System X Credit Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points System - Points) DM x DSM x AHU) sys 1: Electric Heat Pump 24000 btuh ,EFF(6.8) Ducts: Unc(S).Unc(R).Gar(AH),R6.0 6963.3 1.000 1.078 x 1.160 x 1.00) 0.502 1.000 4370.4 5294.9 0.6274 3322.0 6963.3 1.00 1.250 0.502 1.000 4370.4 FORM 60OA-2004 - EnergyGauge® 4.0 WINTER CALCULATIONS - Residential Whole Building Performance Method A - Details I ADDRESS: 1111 CYPRESS AV, SANFORD, FL, PERMIT #: I BASE AS -BUILT GLASS TYPES 18 X Conditioned X BWPM = Points Overhang Floor Area Type/SC Omt Len Hgt Area X WPM X WOF Point 18 1582.0 6.86 1668.7 Single, Clear N 2.0 7.3 15.0 15.07 1.00 225.2 Single, Clear S 7.0 7.0 23.2 9.90 1.84 422.2 Single, Clear E 2.0 7.3 15.0 12.37 1.02 189.4 Single, Clear E 2.0 7.3 18.0 12.37 1-02 227.3 Single, Clear W 2.0 7.3 60.0 13.25 1.01 805.5 As -Built Total: 131.2 1869.6 WALL TYPES Area X BWPM Points Type R-Value- Area X WPM Points Adjacent 785.6 1.80 1414.1 Concrete, Int Insul, Exterior 5.0 875.6 2.90 2539.4 Extenor 875.6 2.00 1751.3 Frame. Wood, Adjacent 11.0 785.6 1.80 1414.1 Base Total: 1661.2 3165.4 As -Built Total: 1661.2 3963.4 DOOR TYPES Area X BWPM Points Type Area X WPM Points Adjacent 17.2 4.00 68.6 Exterior Insulated 20.0 5.10 102.0 Exterior 20.0 5.10 102.0 Adjacent Wood 17.2 5.90 101.2 Base Total: 37.2 170.6 As -Built Total: 37.2 203.2 CEILING TYPESArea X BWPM Points Type R-Value-=Area-X WPM X WCM = Points Under Attic 1582.0 0.64 1012.5 Under Attic 30:0-- 1582.0 0.64 X 1.00 1012.5 Base Total: 1582.0 1012.5 As -Built Total: 1582.0 1012.5 FLOOR TYPES Area X BWPM Points Type R-Value- :--Area X WPM Points Slab 147.0(p) 1.9 279.3 Slab -On -Grade Edge Insulation 0.0 _ 147:0(p 2.50 367.5 Raised 0.0 0.00 0.0 Base Total: 279.3 As -Built Total: 147.0 367.5 INFILTRATION Area X BWPM Points Area X WPM Points 1582.0 0.28 443.0 1582.0 0.28 443.0 FORM 60OA-2004 EnergyGauge® 4.0 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 1111 CYPRESS AV, SANFORD, FL, PERMIT #: BASE AS -BUILT Summer Base Points: 31011.7 Summer As -Built Points: 28950.0 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 24000 btuh ,SEER/EFF(10.0) Ducts:Unc(S),Unc(R),Gar(AH),R6.0(INS) 28950 1.00 1.09 x 1.150 x 1.00) 0.341 0.950 11723.4 31011.7 0.4266 13229.6 28950.0 1.00 1.250 0.341 0.950 11723.4 FORM 60OA-2004 EnergyGauge® 4.0 SUMMER CALCULATIONS- -- Residential Whole Building Performance Method A - Details ADDRESS: 1111 CYPRESS AV, SANFORD; FL, PERMIT #: 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 1682.0 26.78 7341.1 Single, Clear N 2.0 7.3 15.0 30.19 0.93 421.1 Single, Clear S 7.0 7.0 23.2 48.22 0.57 632.9 Single, Clear E 2.0 7.3 15.0 63.97 0.90 864.4 Single, Clear E 2.0 7.3 18.0 63.97 0.90 1037.3 Single, Clear W 2.0 7.3 60.0 57.68 0.90 3112.9 As -Built Total: 131.2 6068.5 WALL TYPES Area X BSPM Points Type R-Value Area X SPM Points Adjacent 785.6 0.70 549.9 Concrete, Int Insul, Exterior 5.0 875.6 1.00 875.6 Exterior 875.6 1.90 1663.7 Frame. Wood. Adjacent 11.0 785.6 0.70 549.9 Base Total: 1661.2 2213.6 As -Built Total: 1661.2 1426.6 DOOR TYPES Area X BSPM Points Type Area X SPM Points Adjacent 17.2 1.60 27.5 Exterior Insulated 20.0 4.80 96.0 Exterior 20.0 4.80 96.0 Adjacent Wood 17.2 2.40 41.2 Base Total: 37.2 123.6 As -Built Total: 37.2 137.2 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM X SCM = Points Under Attic 1582.0 2.13 3369.7 Under Attic 30.0 1582.0 2.13 X 1.00 3369.7 Base Total: 1582.0 3369.7 As -Built Total: 1582.0 3369.7 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM Points Slab 147.0(p) 31.8 4674.6 Slab -On -Grade Edge Insulation 0.0 147.0(p 31.90 4689.3 Raised 0.0 0.00 0.0 Base Total: 4674.6 As -Built Total: 147.0 4689.3 INFILTRATION Area X BSPM Points Area X SPM Points' 1582.0 14.31 22638.4 1582.0 14.31 22638.4 ENERGY., PERFORMANCE- LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE' = 83.6 The higher the score, the more efficient the home. Deron Thompson, 1111 CYPRESS AV, SANFORD, FL, 1. New construction or existing New 12. Cowling systems 2. Single family or multi-Iamlly Single family a. Central Unit Cup: 24.0 kl3tu/hr _ 3. Number of units, if multi -homily I SEEM: 10,00 _ 4. Number of Bedrooms 3 b. N/A 5. Is this a worst case? No 6. Conditioned floor area (fr) 1582 fr c. N/A 7. Glass type I and area: (Label reqd. by 13-1 U4.4.5 if not default) a. U-factor: Description Area 13. Heating systems or Single or Double DEFAULT) 7a. (Sngle Default) 77.2 W a. Electric Heat Pump Cap: 24.0 kl3tu/hr b. SHGC: HSPF: 6.80 or Clear or Tint DEFAULT) 7b. (Clear) 77.2 fr- b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=U.U, 147.0(p) ft c. N/A b. N/A c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 40.0 gallons a. Concrete, Int Insul, Exterior R=j.U, 875.6 ft- EF: 0.92 b. Frame, Wood, Adjacent R=11.U, 78j.6 ft- b. N/A c. N/A d. N/A c. Conservation credits e. N/A HR-Heat recovery, Solar IU. Ceiling types DHP-Dedicated heat pump) a. Under Attic R=30.0. I j82.0 ft 15. H VAC credits C V, b. N/A CF-Ceiling fan, CV -Cross ventilation,__" .' c. N/A house fan, 11. Ducts HF-Whole PT -Programmable Thermostat, a. Sup: Unc. Ret: Unc. AH: Garage Sup. R=6.U, 15.0 ft ML-_C-Multizone cooling, b. N/A ML-H-Multizone heating) I certify that this hotnc has complied with the Florida Energy Efficiency Codc For Building_ otE sT 4T4PoConstructionthroughtheaboveenergyswingfeatureswhichwillbe nst:illed (or exceeded)=- -' 0 = in this homc before final inspection. Otltcnvisc, a ncw EPL Display Card will be completed based on installed Code compliant features. r o9L" A.r 1plr n GQ! Builder Signature: Date: f CovvAddressofNcwHomc: City/FL Zip: wE MOTF. The homes eslinrated energy performance score is only mwilahle through the Fl..a Rr.S computer program. - 7his is not a Building Energy Rating. Ifyour score is dU or greater or 86 or a US EPA/DOE Biter Star' designation), yuur hume may yualijy jbr energy efficiency murigage (Mvf) incentives if'yuu obtain a Flurida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at www., fsec. ucf edu for information and a list of certified Raters. For information about Florida's Energy EJJiciencv Code For Building Construction, contact the Department of CommunitvAffairs at 850/487-1824. 1 Predontutvit glass type. For actual glass t}pe and areas, see 8ununcr & %Vi n:r Glass ou-tput on pa cs 2k4. F.ne.rPvC'.anQeM I'Vemion• R.Rr.. R v4 nl Residential System Sizing Calculation*'..-.. - Summary Deron Thompson Project Title: - 7 Code Only - - 1111 CYPRESS AV Thompson New House Professional Version SANFORD, FL Climate: Central A /R /7/1l1R Location for weather data: Orlando - Defaults: Latitude(28) Temp Range(M) - Humidit data: Interior RH 50% Outdoor wet bulb 76 Humidity difference 44 r. Winter design temperature 38 F Summer design- temperature 93 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 32 F Summer temperature difference 18 F Total heating load calculation 19554 Btuh Total cooling, JqaOcalculation:-.:. 20174.-Btuh.. Submitted heating capacity of calc Btuh Su bm itted -cool ing:capacity - of talc Btuh:.- Total ( Electric Heat Pump) 153.4 30000 Sensible (SHR = 0.75) 135.7 22500- Heat Pump + Auxiliary(O.OkW) 153.4 30000 Latent 208.7 7500 . Total Electric Heat Pump) 148.7 30000 Window total Wall total Door total Ceiling total Floor total Infiltration Subtotal Duct loss TOTAL HEAT LOSS r i 5uz sgnl 131 sqft 1661 sqft 37 sqft 1- 582 sqft 147 - ft 85 cfm WINTER CALCULATIONS Dud 3f5%) 4198 Btuh 5442 Btuh 459 Btuh 1740 Btuh 3807 Btuh 2976 Btuh 18622 Btuh 931 Btuh 19554 Btuh ro« s(zx) SUMMER CALCULATIONS Summer GO011na Loaa (tor i 5u1 sgft Load component Load Window total 131 sqft 5324 Btuh Wall total 1661 sqft 2664 Btuh Door total 37 sqft 374 Btuh Ceiling total 1582 sqft 2246 Btuh Floor total 0 Btuh Infiltration 74 cfm 1465 Btuh Internal gain 3000 Btuh Subtotal( sensible) 15074 Btuh Duct gain • 1507 Btuh Total sensible gain 16581 Btuh Latent gain(infiltration) 2213 Btuh Latent gain(internal) 1380 Btuh Total latent gain 3593 Btuh TOTAL HEAT GAIN 20174 Btuh Latord irdwnsk7%) LaIeM RIIIIJ IM. 081n(15%) eaga( t 1 x) EnergyGauge® S?);ingZqI PREPARED BY: / t DATE: system Sizing Calculations - Winter Residential Load - Component Details Deron Thompson Project Title: Code Only 1111 CYPRESS AV Thompson New House Professional Version Climate: Central SANFORD, FL Reference City: Orlando (Defaults) Winter Temperature Difference: 32.0 F 4/6/2006 Panes/SHGC/Frame/U 1, Clear, Metal, 1.00 Orientation N Area X 15.0 HTM= 32.0 32.0 Load 480 Btuh 742 Btuh Window 1 2 1, Clear, Metal, 1.00 - S 23.2 15.0 32.0 480 Btuh 3 1, Clear, Metal, 1.00 E E 18.0 32.0 576 Btuh 4 1, Clear, Metal, 1.00 W 60.0 32.0 1920 Btuh 5 1, Clear, Metal, 1.00 Window Total 131 4198 Btuh Type R-Value Area X HTM= 4.6 Load 4028 BtuhWalls 1 Concrete - Exterior 5.0 876 786 1.8 1414 Btuh 2 Frame - Adjacent 11.0 Wall Total 166 1 5442 Btuh Type Area X 20 HTM= 15.0 Load 301 BtuhDoors 1 Insulated - Exter 17 9.2 158 Btuh 2 Wood - Adjac Door Total 37 459Btuh Ceilings Type _ R-Value Area X HTM= 1.1 Load 1740-Btuh 1 Under Attic 30.0 1582 Total 1582 17406tuh Floors Ceiling Type _ R-Value 0 Size X 147.0 ft(p) HTM= 25.9 Load 3807 Btuh 1 Slab -On -Grade Edge Insul Floor Total 147 3807 Btuh Infiltration Type ---- ACH X Building Volume CFM= Load 2976 Btuh Natural 0.40 12656(sgft) 85 Mechanical 0 0 Btuh Infiltration Total 85 2976 Btuh Subtotal 18622 Btuh Totals for Heating Duct Loss(using duct multiplier of 0.05) 931 Btuh Total Btuh Loss 19554 Btuh Key: Window types (SHGC - Shading coefficient or glass as amu- n meice e a •• • • • • Frame types - metal, wood or insulated metal) U - Window U-Factor or'DEF' for default) HTM - Manual.1 Heat Transfer Multiplier) Key: Floor size (perimeter(p) for slab -on -grade or area for all other floor types ) System Sizing Calcculations----Summer=- Residential Load - Component.Details.. Deron Thompson - •Project=Title: Code Only 1111 CYPRESS AV Thompson New House Professional Version SANFORD, FL Climate: Central Reference City: Orlando (Defaults) Summer Temperature Difference: 18.0 F 4/6/2006 Type Overhang Window Area(sgft) HTM.'- :-r'.. Load. Window Panes/SHGC/U/InSh/ExSh Omt Len H - Gross.'- Shaded' *Unshaded Shaded Unshaded, 1 1, Clear, 1.00, B, N N 2 - 7.33 15.0 0.0 • • - --15.0 20-- • 20 - 300 Btuh 2 1, Clear, 1.00, B, N S 7 7 23.2 23.2 0.0 20 30 464 Btuh 3 1, Clear, 1.00, B, N E 2 7.33 15.0 0.0 15.0 20 54 810 Btuh 4 1, Clear, 1.00, B, N E 2 7.33 18.0 0.0 18.0 20 54 972 Btuh 5 1, Clear, 1.00, B, N W 2 7.33 60.0 13.6 46.4 20 54 2778 Btuh Window Total 1 131 5324 Btuh Walls Type R-Value Area HTM. Load 1 Concrete - Exterior 5.0 875.6 2.0 1769 Btuh 2 Frame - Adjacent 11.0 785.6 1.1 896 Stuh Wall Total 1661.2 2664 Btuh Doors Type Area HTM Load 1 Insulated - Exter 20.0 10.1 203 Btuh 2 Wood - Adjac 17.2 10.0 171 Btuh Door Total 37.2 374 Btuh. Ceilings Type/Color R-Value Area HTM Load 1 Under Attic/Dark 30.0 1582.0 1.4 2246 Btuh Ceiling Total 1582.0 2246 Btuh_ _ Floors Type R-Value Size HTM Load 1 Slab -On -Grade Edge Insulation 0.0 147.0 ft(p) 0.0 0 Btuh Floor Total 147.0 0 Btuh Infiltration Type ACH Volume CFM= Load Natural 0.35 12656 74.0 1465 Btuh Mechanical 0 0 Btuh Infiltration Total 74 1 1465 Btuh Internal Occupants Btuh/occupant Appliance Load - ain 1 6 X 300 + 1200 3000 Btuh Subtotal 15074 Btuh Duct gain(using duct multiplier of 0.10) 1507 Btuh Total sensible gain 16581 Btuh Totals for Cooling Latent infiltration gain (for 44 gr. humidity difference) 2213 Btuh Latent occupant gain (6 people @ 230 Btuh-per-person) --1380 -Btuh- Latent other gain 0 Btuh TOTAL GAIN - 20174 Btuh Key: Window types (SHGC - Shading coefficient of glass as SHGC numerical value or as clear or tint) U - Window U-Factor or'DEF' for default) _ InSh - Interior shading device: none(N), Blinds/Daperies(B) or Roller Shades(R)) ExSh - Exterior shading device: none(tg or nupperica,Lv"... ,, PL fl T OF SURVEY DESCRIPTION THE WEST 1 /P OF LOT 5 HNO WEST 1/? OF NORTH 1/P OF LOT 6 BLOCK 13, TIER B E.R. TWI FFORO M/iP OF TOWN OF SfiNFORD fIS RECOROEO IN mHP 800/( __P/1GE[31 ,56 TO 69 OF THE PURL IC RECORDS OF SEINT /71E COUNTY, -i ORIDn y E 11 TH ST (66• R/W ) PAVED 0 w a I 3 I I CV 00 LLJ I > N w I cX U 6E. 00 21. S 13 IS 17.00 2e. 0 21.25' I's 7.00*1 E17ST 1/2 OF LOT 5 EfHST 1/2 OF LOT 6 6TP.00 SOUTH 1/E OF LOT 6 NOTES: 1 NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER 2 THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER RESTRICTIONS OR UNRECORDED EASEMENTS THAT EFFECT THIS PROPERTY. 7 NO UNDER OROVNDIMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHER VISE SHOWN 4 DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LMS. 7 BEARNOS ARE BASED ON ASSUMED DATUM AND ON THE LINE SHOWN AS BASE BEARING LB.B.l. e VERTICAL CONTROL (NATIONAL GEODETIC VERTICAL DATUM 1028) LEOEIID ELEV - ELEVATION N60 - NAL AND DMK BLA $LOCK FO • FOLND POD - PONT OF BEGNMNO ESMT - EASEPBLT E3M - EASELEMi POC - PONT OF COMMEHCTCNT P - NON PPE STY - STORY Cl - CHORD BEARNO R - RAMA IL - CENTERLNE R/R - RIGNT OF RAY e • DELTA K-R-x - FENCE PL • PROPERTY LW. C • CWD RES . REsmNcE PC PONT OF CURVE L - L&OUNT OLD G - RURDNG CONIC - CDNY;FTE P -PLAT WO FM - WOOD R tAME MON - MONUMENT NUMB LML - UTILITY RD - ROAD o fD COMC MON FD PEW P Q + SET REBAR .2250 a - SET CONC MON 02759 TBM - TEMPORY BENCH MARIL ON - INYBLT N.O.- MATLVA GROLND FF - RNSH FLOOR BM - FMH MARK M. EDWARD GORDO SURVEYING REGISTERED — — — -- — LAhD SURVEYOR /2259 PO BDx 1557 SAWORD . FLORIDA 32772 PHONE 324 572D Soe uEsr a rH srREEr snrFORo . FLORDA PREPfI REO FOR DERON T HOW SON TYPE RMEY PLOT PLAN DATE. 410312006 SCALE - 30 ' DRA MNG NO.- J06 NO.: Sl F- T• OF l HE SURVEY DEPICTED HERE IS NOT COVERED BY PROFESSIONAL LIABILITY INSURANCE