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355 11th St SFR 2013 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 �t Ji31=>i� Application Number . . . . . 13-00002184 Date 3/11/13 Property Address . . . . . . 355 11TH ST Application type description SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 400000 ---------------------------------------------------------------------------- Application desc new home ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ WILSON STEVEN B JR LIFE ESTATE ELITE HOMES INC. C/O MARY LYLE 357 12TH ST 104 RIO WAY ATLANTIC BEACH FL 32233 ORMOND BEACH FL 32174 (904) 349-2803 --- Structure Information 000 000 NEW HOME Construction Type . . . . . TYPE 5-B Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ---------------------------------------------------------------------------- Permit . . . . . . SINGLE FAMILY DWELLING NEW Additional desc . . Permit Fee . . . . 955 . 00 Plan Check Fee 477 . 50 Issue Date . . . . Valuation . . . . 400000 Expiration Date . . 9/07/13 ---------------------------------------------------------------------------- Special Notes and Comments Avoid damage to underground water/sewer utilities . Verify vertical and horizontal location of utilities . Hand dig if necessary. If field coordination is needed, call 247-5834 . Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and visible . A sewer cleanout must be installed at the property line. Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible . A reduced pressure zone backflow preventer must be installed if irrigation will be provided or if there is a private well on the property. Backflow preventer must be tested by a certified tester and a copy of the results sent to Public Utilities . If on-site storage is required, a post construction topographic survey documenting proper construction will be required. All concrete driveway aprons must be 5" thick, 4000 psi, with fi7b�ermesh from the edge o}f.� pavement - tlo, the property PERMIT IS'A��VED B,q"OA 4i&NFP�MYI HORL�.�Pr'1 btaXR4NfIP BERH"1O'i2 V AN A aeuHE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD j ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Page 2 Application Number . . . . . 13-00002184 Date 3/11/13 ---------------------------------------------------------------------------- Special Notes and Comments right-of-way. Full right-of-way restoration, including sod, is required. Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities . Contact Public Works (247-5834) for Erosion and Sediment Control Inspection prior to start of construction. 2010 FLORIDA BUILDING CODE, 2008 NATIONAL ELECTRIC CODE *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. A sewer cleanout must be installed at the property line . Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible . WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS ---------------------------------------------------------------------------- Other Fees . . . . . . . . . STATE DCA SURCHARGE 14 . 33 DEV REVIEW-SINGLE & 2-FAM 50 . 00 ENG REV PRE APP > 3 HRS 100 . 00 STATE DBPR SURCHARGE 14 . 33 UTIL REV PRE APP >3 HRS 50 . 00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 955 . 00 955 . 00 . 00 . 00 Plan Check Total 477 . 50 477 . 50 . 00 . 00 Other Fee Total 228 . 66 228 . 66 . 00 . 00 Grand Total 1661 . 16 1661 . 16 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Road, Atlantic Beach, FL 32233FPP P!,> - � ,!A� p Office (904) 247-5826 Fax (904) 247-5845 U (UIJ Job Address: �� fX 4#1k. Sd Permit Numb 3 Legal Description 5 a?$ +-,30 6lock I J1 Pl l 51h01vr--4ov Parcel# Floor Area of q, t Valuation of Work$ OD DDS —Proposed Work heated/cooled 3V7 non-heated /cooled a y Class of Work(circle one): New Addition Alteration Repair Move Demolition pool/spa window/door Use of existing/proposed structure(s) (circle one): Commercial Reside 'a !6� If an existing structure,is a fire sprinkler systinstalled? (Circle one): es o N/A ��/I,t Z �� Florida Product Approval# �a /�C.rk.�eT � * For multiple products use product approval form Describe in detail the type of work to be performed: kh,4_0 61 mi tr-e- qw,;,c t Property Owner Information: t,ei 357 t/��T y F I L E COPY , � Name: C D L 6 L Le- Address. t City A E-Mail or Fax#(Optional) Chi's P� a lr f t�,oM,rS I. Con. Contractor Information: Company Name: Ic- /t k /-fbMe5 ,vc, Qualifying Agent: 2,,4,73"1) Address: `�5-7 City .4bc- tAch, State—Zip,32z33 Office Phone 3L/9- 2-803 Job Site/Contact Number C%,rrs 3yg-ao3 Fax# State Certification/Registration# Architect Name&Phone# Engineer's Name&Phone# y D Fee Simple Title Holder Name and Addre s Bonding Company Name and Address Mortgage Lender Name and Address w/A - Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws rpegulating construction in thpis jzrrisdiction. This permit becomes null work i work isc o mencs'ed. I undersmentand that sepaor rate permits mu t be secured for Electrical Workd Plumb ng� Signs,ne aWells�Pools six months Boilers,tHeaime tetrsr Tanks and Air Conditioners,etc. 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. 1 hereb certify that 1 have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type certify will be complied with whether specified aw regulating construtction or granting ormance oft does not constructionresume to gave authority to violate or cancel the provisions of any other federal,state, or local l P f Signature of Owne Signature of Contractor / Print NameBE� ................................ Print Name /n ... ............................................. Befor 2 Befor this ay f 20 1:2-) th' of1201-21 J M' MISSION DD 957760 Notary Publid. -A LEY L GRAHAM Notary Public r Go 9I`SION M DD 957760 PiRE February 14,2014 _ or d d i hr otary Public Underwriters ? F-R"W 4 0, .12 .:. �s•y.:.raW __ F dr nded, re Notary Public Underwriters DO NOT WRITE BELOW- OFFICE USE ONLY Applicable Codes: 2010 FLORIDA BUILDING CODE Review Result (circle one): Approved Disapproved Approved w/ Conditions Review Initials/Date: MDr22't Development Size Habitable Space 3IJ ? S,F,Non-Habitable Impervious area j Miscellaneous Information Occupancy Group /�.3 Type of Construction Cj�6— Number of Stories Zoning District Z Max. Occupancy Load Fire Sprinklers Required Flood Zone /''(/ 4 Conditions/Comments: 1 J F- 800 Seminole Road SS Atlantic Beach,Florida 32233 ;1 Telephone(904)247-5800 FAX(904)247-5805 r Construction Site Management Plan Compliance A construction site management plan conforming to Atlantic Beach City Code Sec 6-18 has been approved as a part of this building permit. The Construction site management plan was approved based upon the following information. 1. Parking plan—parking plan showing how site will be accessed and all onsite and abutting street parking areas. 2. 3. Location of construction trailers, loading/unloading area and material storage area. 4. Location of chemical toilet area.(chemical toilets must be kept out of City right-of-way and not further than 15 feet from structure under construction) 5. Location of dumpster. Dumpster must be from an approved waste company (in accordance with Chapter 16 City Code) as of 2009 the permitted dumpsters are Advanced Disposal, Realco Recycling, and Shappells. Dumpsters will have tarp covers or rigid covers on windy days. Dumpsters must be removed prior to issuance of Certificate of Occupancy. 6. Traffic control plan, showing access with dimensions, area to be stabilized, narrative on phasing of construction with adequate parking and delivery of materials. 7. Site cleanliness. Contractor must have the entire construction site cleaned by Friday of each week. This means removal of scrap lumber, concrete remnants and other such construction debris including cans, metal, plastic and paper. 8. Erosion and Sediment Control. Contractor must maintain all elements of the approved Erosion & Sediment Control Plan(silt fence, catch basin filters, etc.) until sod or other stabilization has been placed and approved by Public Works. 9. Other activities, where special conditions are identified by the Building Official. Failure to comply with the Construction Site Management Ordinance may result in a Stop Work Order being issued in accordance with City Code Sec. 6-17 (3) Revised 5/2009 City of Atlantic Beach h APPLICATION NUMBER Js 1 Building Department �! � (To be assigned by the Building Department.) 800 Seminole Road / ? - 2�� Atlantic Beach, Florida 32233-5445 \ -J Phone(904)247-5826 - Fax (904)247-584 E-mail: building-dept@coab.us �l Date routed: City web-site: http://www.coab-us APPLICATION REVIEW AND TRACKING FORM Property Address: S5:5— // 7-7.1 J7_ De rtment review required Yes No Buil Applicant: �Li r6 1 m �s Planning &Zoning Tree ministrator Project: �c (�t� � Public Works LU Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ❑Approved. Denied. (Circle one.) Comments: I BUILDING PLANNING &ZONING Y� Reviewed b -- Date: 3 �� TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. r \ PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: l Date: �7 / FIRE SERVICES Third Review: [-]Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 07/27/10 City of Atlantic Beach APPLICATION NUMBER js �l Building Department (To be assigned by the Building Department.) -s 800 Seminole Road s rj Atlantic Beach, Florida 32233-5445 x y �� O Phone(904) 247-5826 - Fax(904)247-58 ` E-mail: building-dept@coab.us �/� LDate routed: a City web-site: http://www.coab.us APPLICATION REVIEW A RACKING FORM Property Address: T�Y JT De rtment review required Yes No Buil Applicant: Li �� m i•S Planning &Zoning ,,/ Tree ministrator / Project: y E (mac..) Public Works ublic Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: �pproved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: Date: TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. ARK Comments: UTILITI PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: []Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 07/27/10 r CITY OF ATLANTIC BEACH ' PUBLIC UTILITIES 1200 Sandpiper Lane ATLANTIC BEACH,FL 32233 (904) 270-2535 or(904) 247-5874 NEW WATER/SEWER TAP REQUEST Date: 2/25/13 Project Address: 355 11`t' St. No. of Units: 1 Commercial Residential X Multi-Family New Water Tap(s) & Meter(s) Meter Size(s) New Irrigation Meter Upgrade Existing Meter from to (size) New Connection to City Sewer Name: Elite Homes Applicant Address: City: State: FL Zip: Phone Number: 349-2803 Cell Number: Email Address Fax: Signature: (Applicant) CITY STAFF USE ONLY Application# Replacement of existing house that Water System Development Charge $ was already on water& sewer. Sewer System Development Charge $ Water Meter Only $ No fees required. Water Meter Tap $ Sewer Tap $ Cross Connection $ Other $ TOTAL $ APPROVED: Donna Kaluzniak 2/25/13 (Utility Director or Authorized Signature) ALL TAP REQUEST MUST BE APPROVED BY UTLITIES DEPARTMENT BEFORE FEES CAN BE ASSESSED City of Atlantic Beach APPLICATION NUMBER JsBuilding Department (To be assigned by the Building Department.) 800 Seminole Road /� r Z O�j j Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 • Fax(904)247-5845 E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: ! J7_ De rtment review required Ye No uil Applicant: Z__Li �� 17ZD m Es Planning &Zoning ree ministrator Project: /VE 60 s; Public Works zzzS ublic Utilities Public afety Fire Services Review fee $ Dept Signature' Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: proved. [-]Denied. (Circle one.) Comments: BUILDIN PLANNING &ZONING Reviewed by: Date:4;�S _C? TREE ADMIN. Second Review: ❑Approved as revised. F-IDeniEV PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date.- FIRE ate:FIRE SERVICES Third Review: [-]Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 07/27/10 CITY OF ATLANTIC BEACH I, Building Department J 800 Seminole Road 1 s� J �r Atlantic Beach,Florida 32233 (904)247-5800 PLAN REVIEW COMMENTS Permit Application # /3 '�/& Property Address: J.-5 // 1,4 S,,40 A / . Applicant: /e f 7 0*'»C$ , fir? G. Project: F T60) koy$e,. This permit application has been: Approved Reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed By: Date: I e rs-=L`iCity of Atlantic Beach APPLICATL�NUMBER �s Building Department Sd (To be assigned by ting Department.) 800 Seminole Road ybAtlantic Beach, Florida 32233-5445 DPhone(904)247-5826 • Fax(904)247-5845j;tt9%' E-mail: building-dept@coab.us Date routed: d / City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 'S l� J7_ De rtment review required Yes No Buil Applicant: Z/ r6 � m F5 Planning &Zoning ,,/ Tree ministrator Project: /y 6k-) Public Works ublic Utilities Public Safety Fire Services Review fee $ DD Dept Signature 6"' � Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: [ pproved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed b C� y:_ � Date: 2 oJJ� TREE ADMIN. Second Review: A roved as revised. ❑ pp [-]Denied. PUBLIC WORKS Comments: � / PUBLIC UTILITIES Q'P61-90 13 PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: i Revised 07/27/10 Property Appraiser - Property Details Page 1 of 1 CDL AB LLC Primary Site Address Official Record B` - Tile# 357 12TH ST 355 11TH ST 16191-014349416 ATLANTIC BEACH, FL 32233 Atlantic Beach FL 32233 FILE 0 355 11TH ST _ PREP#r[y Detail ---- ` 170108-0000 ._....... Value-Su� r Z zrtified Z�iIIPr re ; - ----- -............... In Tax District USD3Value Method CAMA CAMA - -- -..._....- Property Use 0000 VACANT RES Total Building Value $0.00 I$0.00 #of Buildings 0 Extra Feature Value $0.00 $0.00 5-69 16-2S-29E Land Value(Market) $412,000.00 $412,000.00 Legal Desc. ATLANTIC BEACH Land Value(Agric.) $0.00 $0.00 Subdivision 03101 ATLANTIC BEACH Just(Market)Value $412,000.00 $412,000.00 Total Area 15450 Assessed Value ,$412,000.00 $412,000.00 The sale of this property may result in higher property taxes.For more information go Cap Diff/Portability Amt $0.00/$0.00 $0.00/$0.00 to Save Our Homes and our Prooerty Tax Estimator.Property values,exemptions and Exemption $0.00 See below other information listed as'In Progress'are subject to change.These numbers are -- - part of the 2013 working tax roll and will not be certified until October.Learn how the Taxable Value $412,000.00 See below Property Aooraiser's Office values orooerty. Taxable Values and Exemptions-In Progress If there are no exemptions applicable to a taxing authority,the Taxable Value is the same as the Assessed Value listed above in the Value Summary box. County/Municipal Taxable Value SJRWMD/FIND Taxable Value School Taxable Value No applicable exemptions No applicable exemptions No applicable exemptions Sales History Book/Page Sale Date Sale Price Deed Instrument Type Code Qualified/Unqualified Vacant/Improved 16191-01434 12/18/2012 $100.00 MS-Miscellaneous Unqualified Vacant 16191-01436 12/18/2012 $650,000.00 WD-Warranty Deed Qualified Vacant 15165-00827 1/20/2010 $100.00 QC-Quit Claim Unqualified Improved 08778-00976 10/27/1997 $100.00 QC-Quit Claim Unqualified Improved 02653-00949 1/1/1899 $0.00 Unknown Unqualified Improved Extra Features No data found for this section Land&Legal Land Le al _ LN I Code Use Description ni Front. Depth Category Land Land Tvce Land LN Legal Description units Value 1 5-6916-2S-29E RES LD 3-7 UNITS PER Front 1 0100 AC ARS-1 100.00 150.00!Common 100.00 Footage $412,000.00 2 ATLANTIC BEACH 3 LOTS 28,30 BLK 14 Buildings No data found for this section Notice of Proposed Property Taxes(Truth in Millage Notice] Taxing District Assessed Value Exemptions Taxable Value Last Year Proposed Rolled-back Gen Govt Beaches $412,000.00 $0.00 $412,000.00 $2,969.82 ;$2,778.78 $2,861.05 Public Schools:By State Law $412,000.00 $0.00 $412,000.00 $2,335.92 $2,205.02 ($2,287.55 By Local Board $412,000.00 $0.00 $412,000.00 $989.85 $926.18 ($969.35 FL Inland Navigation Dist. $412,000.00 $0.00 $412,000.00 $15.19 $14.21 1$14.05 Atlantic Beach $412,000.00 $0.00 $412,000.00 $1,465.62 $1,423.46 $1,423.46 Water Mgmt Dist.SJRWMD $412,000.00 $0.00 $412,000.00 $145.88 j$136.50 $141.60 Gen Gov Voted ;$412,000.00 $0.00 $412,000.00 $0.00 $0.00 $0.00 School Board Voted i$412,000.00 $0.00 $412,000.00 $0.00 $0.00 $0.00 Urban Service Dista i$412,000.00 ;$0.00 $412,000.00 $0.00 $0.00 $0.00 i Totals $7,922.28 $7,484.15 $7,697.06 Just Value Assessed Value Exem wns Taxable Value _. . _ _ _ -. ... _Jrt _ . Last Year $440,325.00 $440 325.00 $0.00 $440,325.00 Current Year $412,000.00 $412,000.00 $0.00 $412,000.00 http://apps.coj.net/pao_propertySearch/Basic/Detail.aspx?RE=1701080000 2/20/2013 FILE COPY FORM 405-10 - -_ . _, FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING C `RUCTC�` Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: New Residence Builder Name: Elite Homes Inc. g Street: Permit Office: f City;State,Zip: Atlantic Beach,FL,32233- Permit Number: Owner: Jurisdiction: Design Location: FL,JaeksonvNe 1. New constriction or existing New(From Plans) 9. Wail Types(3551.5 W} Insulation Area 2. Single family or multiple family Single-family a.Frame-Wood,Exterior R=13.4 3229.44 ft" b.Frame-Wood Adjacent R=13-0 322.54 it' 3. Number of units,if multiple family 1 c.N/A R= ft2 4. Number of Bedrooms 4 ) d.NIA R= ft' 10.Ceiling Types {2131.0 sar.? Insulation Area 5. Is this a worst case No a.Under Attic(Vented) R=30.4 2131.00 ft' 6. Conditioned floor area above grade{ftp} 3727 b.NIA R= fl? Conditioned floor area below grade(W) 0 c.N%A R= (tzz Ducts R ftt' 7. Windows(493.2 sgft.) Description Area a.Sup.Main;Ret:Main,AN:Main 6 745.4 a. U-Factor: Sgt,U=0.65 493.17 ft' SHGC: SHGC=4.30 G. U-Factor: NIA ftz 12.Cooling systefns k6tuft Efficiency s SHGC. a.Central Unit 36.0 SEER:13.00 c. U-Factor: NIA ftz SHGC: 13-Heating systems kBtu/fir Efficiency d. U-Factor: NIA ftz a-Electric Heat Pump 36-0 HSPF:7,70 SHGC: Area Weighted Average Overhang Depth: 2.000 ft. t Area Weighted Average SHGC: 0.340 v 14. Hot water systems a a.Elec ric Cap:40 gallons 8 Floor Types (1596.0 sgft.) insulation Area t EF:0 920 t a.Siab-On-Grade Edge Insulation R=0.0 1596.00 ft' b. Conservation features f b-NIA R= ftz None c.NIA R= ftz i5.Credits Pstai Total Proposed Modified Loads: 53.46 /�SS Glass/Floor Area: 0.13 PASS Tota( Standard Reference Loads: 75.96 r~`�J I hereby certify that the plan s d specificatio covered by Review of the plans and ZK SQA j this calculation are it comp e with t Ida Energy specifications covered by this Code. calculation indicates compliance t� 4 with the Florida Energy Code. PREPARED BY: __ Before construction Is completed ss - DATE: a�_.�l" �� - this building will be Inspected for t; compliance with Section 553.908 Florida Statutes. f % h ' I hereby certify that this building,as designed.is in compliance with the Florida Energy Code. OWNER/AGENT= BUILDING OFFICIAL: DATE: - _ - DATE: - -- 2-2-2--l-3 - Compliance requires certification by the air handier unit manufacturer that the air handler enclosure qualifies as certified factory-sealed in accordance with 403.2.2.1.1. - Compliance requires completion of a Florida Air Barrier and Insulation inspection Checklist -Heat sys#1 may be undersized.Size of 23.0 was increased to 43.5 for simulation. Please review the Manual J8 report.-beat sys #1 may be undersized_Size of 36.0 was increased to 43.5 for simulation. Please review the Manual J8 report-Cool sys#1 may be undersized.Size of 23.2 was increased to 36.0 for simulation.Please review the Manual J8 report. 2117/2013 1:29 PM EnergyGaugetS:USA-FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 6 PROJECT Title: New Residence Bedrooms: 4 Address Type: Lot Information Building Type: User Conditioned Area. 459 Lot# 28 Owner. Total Stories: 1 BlocktSubDivision #of Units: 1 Worst Case No PlatBook: Bulkier Name: Elite Homes Inc. Rotate Angle: 0 Street: Permit Office: Cross Ventilation: County: Duval Jurisdiction: Whole House Fan: City,State,Zip: Atlantic Beach, Family Type: Single-family FL. 32233- New/Existing: New(From Plans) Comment: CLIMATE i IECC Design Temp Int Design Temp Heating Design Daily Temp V Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,Jacksonville FL—JACKSONVILLE—INT 2 32 93 70 75 1281 49 Medium BLOCKS Number Name Area Volume 1 Block! 3727 35406.5 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated 1 Main 3727 35406.5 Yes 1 4 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab-On-Grade Edge Insulatio Main 161.5 ft 0 1596 ft' -- 0 0 1 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V' # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Hip Composition shingles 2665 ft' 0 ftz Medium 0.96 No 0.9 No 0 36.9 ATTIC v # Tyne Ventilation Vent Ratio(1 in) Area RBS IRCC Full attic Vented 300 2131 ft' N N CEILING # Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic(Vented) Main 30 2131 ft' 0.11 Wood 21120013 1:29 PM EnergyGauge(&USA-FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 6 WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below .#.....C)cnt._..._....-Ta... ._Wall-Type --- - R-Value ---FA In Ft ._1n .. Area- RAlalue---Fraction .-Absor---.Gra a. _ 1 N Exterior Frame-Woad Main 13 34 11 10 349.1666 0.23 0.75 0 _2 E Exterior Frame-Wood Main 13 38 10 10 388.3333 0.23 0.75 0 3 S Exterior Frame-Wood Main 13 16 10 160 ft2 0.23 0.75 0 4 W Exterior Frame-Wood Main 13 51 6 10 515 ft' 0.23 0.75 0 5 N Exterior Frame-Wood Main 13 34 11 9 31425 ft° 0.23 0.75 0 6 E Exterior Frame-Wood Main 13 66 9 594 ft' 0.23 0.75 0 7 S Exterior Frame-Wood Main 13 34 11 9 314.25 ft2 0.23 0.75 0 8 W Exterior Frame-Wood Main 13 66 9 594 ft' 0.23 0.75 0 _9 N Garage Frame-Wood Main 13 18 11 10 189.1666 0.23 0.75 0 _10 W Garage Frame-Wood Main 13 13 4 10 133.3333 0.23 0.75 0 DOORS V # Omt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 S Insulated Main Metal 0.460000 2 6 8 13.33333 WINDOWS Orientation shown is the entered,Proposed orientation. V Wall Overhang �f # Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening I N 1 Vinyl Single(Clear) Yes 0.65 0.3 48 ft2 2 ft 0 in 1 ft 0 in Drapes/blinds None 2 N 1 Vinyl Single(Clear) Yes 0.65 0.3 20 ft' 2 ft 0 in 1 ft 0 in Drapes(Ninds None 3 N 1 Vinyl Single(Clear) Yes 0.65 0.3 20 ft2 2 ft 0 in 1 It 0 in Drapes/blinds None 4 E 2 Vinyl Single(Clear) Yes 0.65 0.3 21.33333 2 ft 0 in 1 ft 0 in Drapes/blinds None 5 E 2 Vinyl Single(Clear) Yes 0.65 O.3 16 ft2 2 ft 0 in 1 It 0 in Drapes/blinds None 6 S 3 Vinyl Single(Clear) Yes 0.65 0.3 15.5 ft2 2 It 0 in 1 It 0 in Drapes/blinds None 7 S 3 Vinyl Single(Clear) Yes 0.65 0.3 3 ft2 2 It 0 in 1 ft 0 in Drapes/blinds None 8 W 4 Vinyl Single(Clear) Yes 0.65 0.3 64 ft' 2 ft 0 in 1 ft 0 in Drapes/blinds None 9 W 4 Vinyl Single(Clear) Yes 0.65 0.3 32 ft2 2 ft 0 in 1 it 0 in Drapes/blinds None 10 N 5 Vinyl Single(Clear) Yes 0.65 0.3 1422222 2 ft 0 in t It 0 in Drapestblinds None 11 N 5 Vinyl Single(Clear) Yes 0.65 0.3 28 ft2 it O in 1 ft 0 in Drapes/blinds None 12 E 6 Vinyl Single(Clear) Yes 0.65 0.3 28 ft2 2 ft 0 in 1 ft 0 in Drapestblinds None 13 E 6 Vinyl Single(Clear) Yes 0.65 0.3 16 ft2 2 ft 0 in 1 ft O in Drapeslblinds None 14 E 6 Vinyl Single(Clear) Yes 0.65 0.3 19.11111 2 ft 0 in 1 ft 0 in Drapes/blinds None 15 S 7 Vinyl Single(Clear) Yes 0.65 0.3 56 ft2 2 ft 0 in 1 ft 0 in Drapes/blinds None 16 S 7 Vinyl Single(Clear) Yes 0.65 0.3 24 ft' 2 It 0 in 1 ft 0 in Drapes/blinds None 17 W 8 Vinyl Single(Clear) Yes 0.65 0-3 28 ft2 2 ft 0 in 1 ft 0 in Drapestbiinds None 18 W 8 Vinyl Single(Clear) Yes 0.65 0.3 12 ft' 2 ft 0 in 1 It 0 in Drapesiblinds None 19 W 8 Vinyt Single(Clear) Yes 0.65 0.3 28 ft' 2 ft 0 in i ft 0 in Drapeslblinds None 2/12/2013 1:29 PM EnergyGaugeg USA-FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 6 GARAGE V # Floor Area Ceiling Area Exposed Wall Perimeter Avg.Wali Height Exposed Wall Insulation 1 42525 W 425.25 fF 41.4 ft loft 13 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Best Guess 0.000500 4887.9 268.34 504.66 0.3850 8.2832 HEATING SYSTEM V # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump None HSPF:7.7 36 kBtu/hr t sys#1 COOLING SYSTEM V # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit None SEER: 13 36 kBtu/hr 1080 cfrn 0.7 1 sys#1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation ' -- - 1 Electric None Main 0.92 40 gal 70 gal 120 deg None SOLAR HOT WATER SYSTEM `j FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None ft� DUCTS —Supply___ --Return---- Air Percent HVAC# L�f # Location R-Value Area Location Area Leakage Type Handler CFM 25 Leakage ON RLF Heat Cool 1 Main 6 745.4 ft Main 186.35 Default Leakage Main (Default) (Default)% 1 1 2/12/2013 1:29 PM EnergyGaugeg USA-FtaRes2010 Section 405.4.1 Compliant Software Page 4 of 6 TEMPERATURES Programable Thermostat:Y Ceiling Fans: Cooling Jan Feb Mar Apr May Jun jJul ri Aug X Sep Oct Nov Dec Heating Jan Feb [(X])Jun ]Jui Aug ( ])Se Oct Nov Dec Venting Jan Feb Xj Mar Apr May [ }Jun n Jul Aug ( ]Sep Oct ( Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Goofing;WEH? AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 Heating(WD) 68 68 68 PM 68 68 68 68 68 66 68 8 8 8 68 68 68 68 66 66 Heating(WEH) 68 68 68 68 AM MM 68 fib fib 68 68 68 g8 68 68 68 66 66 2/1212013 1:29 PM EnergyGaugeO USA-FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 6 FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: PERMIT#: Atlantic Beach: FL, 32233- MANDATORY REQUIREMENTS SUMMARY -See individual code sections for furl details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402.4 To be caulked, gasketed,weatherstripped or otherwise sealed. Recessed lighting IC-rated as meeting ASTM E 283.Windows and doors=0.30 cfm/sq.ft. Testing or visual inspection required. Fireplaces: gasketed doors&outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. Thermostat& 403.1 At least one thermostat shall be provided for each separate heating and controls cooling system.Where forced-air furnace is primary system, programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can meet the load. _ Ducts 403.22 All ducts,air handlers, filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section 503-2.7.2 of this code. 403.3.3 Building framing cavities shall not be used as supply ducts. Water heaters 403.4 beat trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit breaker (electric)or shutoff(gas). Circulating system pipes insulated to=R-2 +accessible manual OFF switch. Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level. No make-up air from attics, crawlspaces, garages or outdoors adjacent to pools or spas. Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower(HP)of= 1 &Spas HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor-retardant covers or a liquid cover or other means proven to reduce heat loss except if 70%of heat from site-recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency=78%(82%after 4116/13). Heat pump pool heaters minimum COP=4.0. Coolingtheating 403.6 Sizing calculation performed&attached. Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification required_ Special equipment occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat>10kW must be divided into two or more stages. Ceilings/knee walls 405.2.1 R-19 space permitting. 21121201 3 1:29 PM 9Y 9 Ener Gau eO USA-FlaRes2010 Section 405.4.1 Compliant Software Page 6 of 5 ENERGY PERFORMANCE LEVEL {EPL} DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 74 The lower the EnergyPerformance Index, the more efficient the home- Atlantic Beach, FL, 32233- 1 New construction or existing New(From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a.Frame-Wood,Exterior R=13.0 3229.00 ftz b.Frame-Wood,Adjacent R=13.0 322.50 ft 3. Number of units,if multiple family 1 c.N/A R= ftz 4. Number of Bedrooms 4 d.NIA R= ftz 5. Is this a worst case? No 10.Ceiling Types Insulation Area a.Under Attic(Vented) R=30.0 2131.00 ft' 6. Conditioned floor area(ft) 459 b.NIA R= ftz 7. Windows" Description Area c.NIA R= ft2 11.Ducts R ft' a. U-Factor: Sgl,U=0.65 493.17 ft' a.Sup:Main,Ret:Main,AH:Main 6 745.4 SHGC: SHGC=0.30 b. U-Factor: WA ftz SHGC: 12.Cooling systems kBtu/hr Efficiency c. U-Factor_ NIA ftz a.Central Unit 36.0 SEERA100 SHGC: d. U-Factor. NIA ft, 13 Heating systems kStulhr Efficiency SHGC: a.Electric Heat Pump 36.0 HSPF:7.70 Area Weighted Average Overhang Depth: 2-000 ft. Area Weighted Average SHGC: 0.300 8. Floor Types insulation Area 14.Hot water systems Cap:40 gallons a.Slab-On-Grade Edge Insulation. R=0.0 1596.00 ftz a.Electric EF:0.92 b.NIA R= ftz c.NIA R= ftz b. Conservation features None 15.Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building .114t S2' Construction through the above energy saving features which will be installed(or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completedr = .� based on installed Code compliant features. : ,A C Builder Signature: Date: Address of New Home: CitytFL Zip: "Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage(EEM)incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at(321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. "`Label required by Section 303.1.3 of the Florida Building Code. Energy Conservation, if not DEFAULT. EneigyGaugeO USA-FlaRes2010 Section 405.4.1 Compliant Software -a td y n C 0 o Y b b p GO J D1 Vt W N G1 tli P W N r� C •' CD fD' fD' A n A A A d d -d y C7 C1 O a 7� cn cn cn y op CD ¢ n A N CD O ` ° O Uq GSI �Aaq CD Q.• '� .tz-' (7 UQ ►� ALU „ n A CUQ p Q UD CG As .9 L1. •� b CD o .�j CD c Iro ar .fir d C4 � _ CD CD 0 v, H ° � `'' CD C _. I ¢� CDa O CCD CD a CD O CD o " ¢ x d 81 A CD -: CDInd to � 0 • 'LS �. CDCD sn CEJ CD H C ArE o CD ° y � CD � H � o CD ftn 8 a t lb — �• �a � � CD0 c CCDCD O 1 UIQ 0 C) G CD i� �? Z Y V] G n may' �+ p �' 7 ► .meq O ] v ��h r N CD CD n CD CD CD CD ."S p Vq n r O CD O 00 UOQ CD CD CD o � a CNO b a c 'r d n O C 4 s 0 ti w � � r 0 co v, O O � O � � C; r* •O O O_ p a� n �] � �••r r fD 0 C Or O O V4 O n C~D i O p� p 04 n F CD CD m CD CD CL CD O El N r n ► cn O O C C A rr G c A b 0 c A CD CD CD d fD A "O. r.. O O A� 'r O� C : O A A� L—L r o ' � = � � � a '0 C! ff CL rL d uc o `CD cam° a g pCD a- CSD a o ,o Ia. a CD ao or cco CD' 1p o ' N CD � a m ficoCDCD W CD CD O o o ACD CCD O ¢. a CD yc •CD .� d z � � rD CD CD �O a C N 0 . CD CD CD CD CD eD m CD CD W °, " C y� c' o y� CLLn 0 O r, o � o o 0CD CD �'• °' 0 0 0 � o a � � o � � MIMI W1"' Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 These truss designs rely on lumber values established by others. MiTek" RE: 130287 - Elite Lot 28 11th Street MiTek USA, Inc. Site Information: 6904 Parke East Customer Info: Elite Homes Project Name: L28 11th Street Model: Tampa,FL 3361 .'.�..s „ Lot/Block 28 Subdivision- Address: �� COPPY Address: 11th Street City: Atlantic Beach State: FL Name Address and License#of Structural Engineer of Record, If there is one,for the Name: License#: Address- City: State: General Truss Engineering Criteria& Design Loads(Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FRC2010/TP12007 Design Program: MiTek 20/20 7.3 Wind Code: ASCE 7-10 Wind Speed: 130 mph Floor Load: 55.0 psf Roof Load: 37.0 psf This package includes 4 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seat# I Truss Name I Date 1 IT4721783 I Ff03 2/14/013 12 IT4721784 IF02 12/14/013 1 SHOP DRAWING REVIEW DISPOSITION 13 I T4721785 I F03 12/14/013 1 14 IT4721786 I F04 12/14/013 1 ATTENTION:Review of shop drawings is only for conformance with the design concept of the project and does not relieve the contractor of responsibility for any deviation from the requirements of the shop �APPROVED drawings.Contractor shall determine and verify all field measurements. ❑ RETURNED FOR CORRECTION ❑APPROVED AS NOTED ❑ RETURNED WITHOUT ACTION ❑ NOT APPR0 ❑ SEE TRANSMITTAL LETTER COMMENTS / BY DATE ` 1� HULSBERG ENGINEERING,INC. FL C RT. .846 11481 ST.AUGUSTINE RD.#202 JACKSONVILLE, FL 32258 t1111111111j The truss drawing(s)referenced above have been prepared by MiTek ��PV- S.•M'f.. Industries,Inc.under my direct supervision based on the parameters �G�••�0 E N provided by TrussMart Bldg Compts,LLC. '•� Truss Design Engineer's Name: Magid, Michael =*•; No 536811 My license renewal date for the state of Florida is February 28,2015. � _ �= NOTE:The seal on these drawings indicate acceptance of :13% STATE OF : professional engineering responsibility solely for the truss �0, 40 kN•. ! ,,o , '. �' components shown. The suitability and use of this component '.,c�`S;•4 0 R �••'G��.` for any particular building is the responsibility of the building �''.,S10N A��%%`%, designer, per ANSI/TPI-1 Sec. 2. FL Cert. 6634 February 14,2013 Magid,Michael 1 of 1 '.Job Tntss Truss Type Qty Ply Elite Lot 28 11th Street T4721783 130287 FT03 FLAT TRUSS 1 3 LOb Reference(optional) TRUSSMART BUILDING COMPONENTS,Midway,GA,31320 7.350 5 Sep 26 2012 MiTek Intlustries,Inc. Thu Feb 14 1162:522013 Page 1 ID:IrOLX Rk3gbDbDxCOKEcOltzol Qg-sQGNoD8QTTttOlfHj4ozITOrSMAU BOeAZiE?k3zlE_n 3-1-0it-2-13 _ _13-9-10 16-4-7 18-114 20-2-0 31-0 2-9A 2-9A 2813 i 2-6-13- 2813 2-113 1-2-12 .i This truss is designed to be Scale=1:33.9 used for roof application only. 1.5x4 11 1.5x4 11 1.5x4 11 2 3 41 p.Q 4 5 22 6 7 9 19 18 77 18 15 14 1320 12 11 2x4 11 2x4 11 4x6 _ 3x8 _ 2x4 2x4 II 3x8— 2x4 I This truss is NOT symmetric. Proper orientation is essential. 3-1-0 S10b 830 11-2-13 13310 16-47 18-11-0 12 20-2-0 3-1-0 23A 2-9A 2813 2813 2b-13 2813 0- LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.33 Vert(LL) -0.04 13-14 >999 480 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.25 Vert(TL) -0.10 13-14 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.47 Horz(TL) 0.02 12 n/a n/a BCDL 10.0 Code FRC2010/TP12007 (Matrix) Wind(LL) 0.04 13-14 >999 240 Weight:348 Ib FT=0% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD 2-0-0 oc purlins(6r0-0 max.):1-10, except end verticals. BOT CHORD 2x6 SYP SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3 6-M oc bracing:11-12. REACTIONS (Ib/size) 20=2449/0-10-8 (min.0-1-8),16=6065/0-11-0 (min.0-3-1),12=4118/0-5-8 (min.0-2-1) Max Horz 20=-41(LC 6) Max Uplift 20=-662(LC 4),16=-1615(LC 4),12=-1139(LC 5) Max Grav 20=3123(LC 13),16=7742(LC 13),12=5264(LC 13) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-20=-2342/519,1-2=-3393/705,2-3=-3393/705,3-21=-142/612,4-21=142/612,4-5=-142/612,5-22=-4635/989,6-22=-4635/989,6-7187/885, 7-8=-4187/885,8-9=16/57,9-10=-16/57,10-11=-393/79 BOTCHORD 19-20 6/229,18-19=705/3393,17-18=-705/3393,16-17=-705/3393,15-16=-989/4635,14-15=-989/4635,13-14=-989/4635,12-13=-885/4187,11-12=15/3 WEBS 1-19=764/3616,2-19=1090/291,3-18=-200/1185,3-16=-4633/980,4-16=-1036/273,5-16=-6209/1315,515=-086/2052,6-13=-530/123,6-14=-409/129, 8-13=-279/1541,8-12=5017/1067,9-12=-963/244,10-12=-86/32 NOTES 1)3-ply truss to be connected together with IOd(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph,TCDL=4.2psf,BCDL=6.Opsf,h=25ft;B=45ft;L=24ft;eave=4ft;Cat. `%%%►1111111,1 11;Exp B;Encl.,GCpi=0.18;MWFRS(directional);Cantilever left and right exposed,end vertical left exposed,Lumber DOL=1.60 � E`'" plate grip DOL=1.60 ��%� P S.�M 4)Provide adequate drainage to prevent water ponding. ,�� J�•'CEN �J �� 5)All plates are 3x4 MT20 unless otherwise indicated. :��N � SF•'•11' 0 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. i 7)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide * No 53681 :• will fit between the bottom chord and any other members. j 8)Provide mechanical connection(by others)of truss to bearing plate Capable of withstanding 662 Ib uplift at joint 20,1615 Ib uplift at / joint 16 and 1139 Ib uplift at joint 12. .9 ! 9)"Semi-rigid pdchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 10)Design assumes 4x2(flat orientation)purlins ,OFins at oc spacing indicated,fastened to truss TC w!2-10d nails. � Q•• 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)460 Ib down and 96 Ib up at A`� 20-0-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard ��/ss/•••�� ` 1)Regular Lumber Increase=1.25,Plate Increase=1.25 � N A- � Uniform Loads(plo Vert:1-10=-317,11-20=-301(F=-281) Concentrated Loads(lb) FL Cert. 6634 Vert:10=-355 February 14,2013 ,A W Ao,_'Y!/r_, V,-ru drsign pmrmnetem and READ 1407W ON THIS AND INCLUDEL Mf FEK REFERENCE PAGE MU 7473 BEPORE USE. Design valid or use only with Mdek connectors.rhis desUn is based onfy upon parame ers s own,a ¢or an individual mg component. Applicability of design parameters and proper incorporation of component 6 responsibility of building designer-not truss designer.Bracing shown is far lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the MiTek erecta.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage.delivery,erection and bracing,consult ANSIAP11 Quality Criteria,DSB-89 and BCSI Budding Component 6904 Parke East Blvd. Safety Intormarwn available from Truss Plate Institute 781 N Lee Street.Suite 312 Alexandria VA 22314. Tampa,FL 33610-4115 •1, rhe .P.ne P1 L.,nh«' -y,e_�er1 'h Ie 0 rhl11e e're S_t ..;1Z h'AL r I np S�'16 Job TrussJFLOCITYTRUSS russ Tpe Oly Pty Elite Lot 2811th Street T4721784 130287 F02 1 Job Reference tional TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Thu Feb 1412:53:29 2013 Page ID:IrOLX Rk3gbDbDxCOKEcOftza 7 Og-PSpxpxPn?PijRYDYHJAGNVCV WPsjnjKJ6cMiUCzIE7 0-1-8 Hf 10-4, 1 24)-4 41i{{8 �� Sc2Ie=143.5 1.5x3 II 1.5x3= 4x4= 4x4= 3x4= 3x5= 3x5 FP= 4x4= 4x4= 1.5x3= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 28 29 27 26 25 24 23 22 21 20 19 18 17 16 15 4x6= 4x4= 4x4= 3x4= 34= 4x4= 4x4 = 4x5= 3x8 MT20H FP= 1.5x3 SP= 1-2-12 1-o-0 25-4-8 1-0-0 24-1-12 0-2-12 Plate Offsets [6:0-2-0,Edgel,flS:0-2-0,Edgel.120:0-2-0,EdgeI LOADING W SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.78 Vert(LL) -0.43 19-20 >673 480 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.96 Vert(TL) -0.66 19-20 >437 360 MT20H 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.66 Horz(TL) 0.10 15 n/a n/a BCDL 5.0 Code FRC20107TPI2007 (Matrix) Weight:158 lb FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 SYP SS(flat)`Except' TOP CHORD Structural wood sheathing directly applied or 4-8-11 oc purlins, except 9-14:2x4 SP No.2(flat) end verticals. BOT CHORD 2x4 SYP SS(flat)*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 or;bracing, Except: 23-27:2x4 SP No.2(flat) 6-M oc bracing:25-26 WEBS 2x4 SP No.3(flat) 2-2-0 oc bracing:22-24. REACTIONS (Ib/size) 26=1935/0-5-8 (min.G-1-8),15=1292/0-4-0 (min.0-1-8) Max Grav 26=1935(LC 1),15=1308(LC 4) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=0/286,2-3=0/286,3-4=155610,4-5=2758/0,5-6=-359610,6-7=-4059/0, 7-8=-4059/0,8-9=4090/0,9-10=-4090/0,10-11=3619/0,11-12=2808/0,112-113=1 62 210 BOT CHORD 25-26=-31/851,24-25 /2248,23-24=0/3241,22-23=0/3241,21-22=0/4059,20-21=0/4059, 19-20 /4185,18-19=0/3936,17-18=0/3297,16-17 /2301,15-16=0/925 WEBS 3-26=1570/0,3-25 /1292,1-26=587/0,4-25=1270/0,4-24 /938,55-24=-888/0, 5-22=07744,6-22=1013/0,6-21=-58/395,13-15=1563/0,13-16=0/1256,12-16=-122310, 12-17=0/915,11-17=--880/0,11-18=0/580,10-18=-572/0,10-19 /315,8-19=310/50, 8-20=554/345 `,`111111111111 NOTES ' 1)Unbalanced floor live loads have been considered for this design. :�`G�P�GEN••Mq��'. 2)All plates are MT20 plates unless otherwise indicated. :��N�•"�� `S�C`�•,•i 3)All plates are 3x3 MT20 unless otherwise indicated. Q ;. 4)"Semirigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. NO 53681 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be='*:• •. attached to walls at their outer ends or restrained by other means. / 6)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard O'.• S TATE OF 1)Floor:Lumber Increase=1.00,Plate Increase=1.00 AIN ••,C P•; Uniform Loads(pit) i, Q RVert:15-27�110, \Q,• �� Concen Loads(b) 1-14=100 SS�0 N A1,1111111 �00'% Vert ` FL Cert. 6634 February 14,201 A WARAQ111G Verify design par anwtem and READ N0773S ON THIS AND LNCLUDED 11f7ER REFERENCE PAGE MU 7473 BEFORE USE Design valid for use only with Mi-Tek connectors.This design is based only upon parameters shown,and is for an individual building component. . Applicabifity of design parameters and proper incorporation of component is responsbiGN of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the MiTek' erector.Additiorwl permanent bracing of the overall stricture is the responsibility of the building designer.For general guidance regarding fabrication.quality contro6 storage.delivery,erection and bracing.consult AN51/Rtl QuaBly Criteria,DSB-89 and BCSI Bulding Component 6904 Parke East Bhd. Solely Mlgmofon avalable from Tens PUe Irutitute.781 N.Lee Street,Suite 312.Alexandria,VA 22314. Tampa,FL 336104115 If Southern Pine(SP or SPp)lumber is specified,the design v slues are those erfecnve 0601 2012 by AL S(or pr DposeJ by SPIE. Job Truss Truss Type Qty Ply Elite Lot 2811th Street 74721785 130287 F03 FLOOR TRUSS 1 Job Reference o Oonai TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Thu Feb 14 12:53:30 2013 Page ID irO LX R k3gbDbOxCOKEcO ltzo 1 Og-teNJOGOPmkpOokrOhVvikjzp 111NDcSKG5FOezI E7 0.1-8 H� r - i I- 1-5-4, a��1-{{8 Sc21✓'=1:33.4 1.5x3 II 1.5x3= 4x4 = 1.5x3 11 4x4= 1.5x3= 1 2 3 4 5 6 7 8 9 10 11 22 23 ZA 21 V 19 18 17 16 15 14 13 3x6= 4x4= 1.5x3 I I 4x4= 3x5= 1-0-01--2 1988 1-0-00.-2 18-3-12 Plate Offsets X [12:0-2-O.Edgel LOADING(pst) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.67 Vert(LL) -0.13 16-17 >999 480 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.49 Vert(TL) -0.20 16-17 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.46 Horz(TL) 0.04 12 n/a n/a BCDL 5.0 Code FRC2010/TPI2007 (Matrix) Weight:123 Ib FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-M oc purlins, except BOT CHORD 2x4 SYP SS(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing:19-20. REACTIONS (Ib/size) 20=1621/0-5-8 (min.0-1-8),12=963/0-4-0 (min.0-1-8) Max Grav 20=1621(LC 1),12=985(LC 4) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=0/287,2-3=0/287,3-4=-1110/0,4-5=-1891/0,5-6=-2294/0,6-7=-2367/0, 7-8=-2367/0,8-9=1918/0,9-10=-1173/0 BOT CHORD 19-20=-88/620,18-19=0/1585,17-18=0/2184,16-17=0/2367,15-16=0/2367,14-15=0/2198, 13-14=0/1635,12-13=0/689 WEBS 320=-1191/0,3-19-0/910,1-20=589/0,4-19=883/0,4-18=0/579,5-18=-552/0, 517=01350,6-17=-411/125,10.12=-1163/0,10-13=0/873,9-13=-833/0,9-14=0/510, 8-14=-504/0,8-15=-81/504 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. ` S. 3)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. [� M I, 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be ♦��G[,P•"" E N S' attached to walls at their outer ends or restrained by other means. ♦♦♦�\ �\G �•.y/a i� 5)CAUTION,Do not erect truss backwards10 - ` • No 53681 LOAD CASE(S) Standard �r*: •�'* 1)Floor:Lumber Increase=1.00,Plate Increase=1.00 > Uniform Loads(plf) Vert:12-21=-10,1-11=-100 — ConcentratedLoads(lb) ' STATE OF Vert:1=475 � , FL Cert. 6634 February 14,201 A WARMNG Verify design pm,amwters and READ N07M ON THIS AND INCLUDED N7773KREFERENCE PAGE J91 7413 BEFORE USE. Design valid for use only with Mitek connectors.This design is based only upon parameters shown,and is for an individual budding component. " Applicability of design parameters and proper incorporation of component is responsibility of budding designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillify of the MiTek erector.Additional permre anent bracing of the overall structure is the responsibility of the building designer.For general guidance garding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/Ml Quaely Criteria,DSB-89 and BCSI Building Component 6904 Parke Fast Blvd Safety Bnlornw8on available from Truss Plate I-titute.781 N.lee Sfreei,Suite 312,Alexandria,VA 22314. Tampa,FL 33610-4115 If Southern Pine(SP or SPp)lumber is specified,the deli n values are those effective 0601 2012 by ALSO or proposed by SPI6. -_ _ - Job Truss Truss Type Qty ply Elde Lot 2811th Street ' T47217� 130287 F04 Floor Truss 2 1 Job Reference o tional TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Thu Feb 14 12:53:32 2013 Page ID:IrOLXRk3gbDbDxCOKEcQlt7ol Qgt1 t V4RyRg IK41IOy7yRjz_7g4rdum_6ZJoaaM5WzlE 0-1-8��p.� 7' H�-f ( 1— 1-11-0 o-ry8 Scale=1:38.5 1.5x3 II 1.5x3= 4,4= 3x4= 1.5x3 11 3x5 FP= 3x4= 4x4— 1.5x3— 1 2 3 4 5 6 7 8 9 10 11 12 13 31 3 27 25 24 23 22 2120 19 18 17 16 15 14 3x6= 4x4= 3x4= 3x8 MT20H FP=1.5x3 P 3x4= 04= 3x5= 1-2-12 t-1J $4 1-1-40- 21-3-8 Plate Offsets X114:0-2-0,Edgel LOADING(W SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TOLL 40.0 Plates Increase 1.00 TC 0.59 Vert(LL) -0.23 17-18 >999 480 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.87 Vert(TL) -0.35 17-18 >728 360 MT20H 187/143 BCLL 0.0 Rep Stress Ina NO WB 0.56 Horz(TL) 0.07 14 n/a n/a BCDL 5.0 Code FRC2010ITP12007 (Matrix) Weight:138 Ib FT=0%F,O%E LUMBER BRACING TOP CHORD 2x4 SP No.2(flat)*Except* TOP CHORD Structural wood sheathing directly applied or 6-M oc purlins, except 1-9:2x4 SYP SS(flat) end verticals. BOT CHORD 2x4 SP No.2(flat)`Except` BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 14-21:2x4 SYP SS(flat) 6-M oc bracing:23-24. WEBS 2x4 SP No.3(flat) REACTIONS (Ib/size) 24=1781/0-3-8 (min.0-1-8),14=1131/0-3-8 (min.0-1-8) Max Grav 24=1781(LC 1),14=1151(LC 4) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=0/286,2-3=0/286,3-4=-1338/0,4-5=-2334/0,5-6=-2959/0,6-7=3213/0, 7$=3213/0,8-9=2985/0,9-10=-2985/0,10-11=-2376/0,11-12=-1402/0 BOT CHORD 23-24=-59/738,22-23=0/1923,21-22=0/2725,20-21=0/2725,19 20=0/3213,18-19=013213, 17-18=0/3178,16-17=0/2764,15-16=0/1974,14-15=0/810 WEBS 1-24=-588/0,112-14=1368/0,3-24=-1384/0,12-15=0/1067,3-23=0/1105,11-15=-1031/0, 4-23=-1080/0,11-16=0/723,4-22=0/762,10-16=-701/0,5-22=-725/0,10-17=01399, 5-20=0/553,8-17=-382/0,6-20=-700/0,8-18=-302/443,6-19=-122/259 ►1111111/ NOTES 1)Unbalanced floor live loads have been considered for this design. `�� P`�- S• M ��1j 2)All plates are MT20 plates unless otherwise indicated- ��, G`•,•GEN••, qy 'jam 3)All plates are 3x3 MT20 unless otherwise indicated. \ 4)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. �' �•••• 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1Od(0.131"X 3")nails. Strongbacks to be:,,- NO 53681 attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. -� LOAD CASE(S) Standard jGu' ��- ► 1)Floor:Lumber Increase=1.00,Plate Increase=1.00 STATE OF Uniform Loads(plf) Vert:14 25=10,1-13=100 �•••� ConcentVertratet 1=-475Lads(1b) i��,ss i�N A�i��:` till FL Cert. 6634 February 14,201 A WARNIMG-Verify deeign ptv mwet—and READ NO7W ON THIS AND IWLt1DED JUIRdr REFERENCE PAGE JW 7473 BEFORE EASE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an'kxfwidual building component. App6cabilify of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is fa lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek erector.Additional permanent bracing of the overall stricture a the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/fPll Quality Criteria,DSO-89 and BCSI Building Component 6904 Parke Fast Blvd. Sarefy MlamaBon available from Truss Plate Irntitute.781 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610-4115 If Southern Pine LSP or SPp)lumber is specified,the design values are those effective 0601 2012 by AL Si or proposed by SPI8. Vv no Zr m D 3 y u � \ a D mD o � T D ,O ;a m ID m Z r N 0 0 r N fD n O z D ao m p nSOmp�Q a > o m n n O ID �W� � nQ Z � � Z N �(Q ° nN° p �c m-,� �'° �� 47 m o n m y m -p -„ PJ Q Dpo n ° moo y3 °a a6 a'�° p - am ra °-0 Q° - Q� �� z OflQOQn/0 � NOOQ Q Q n 3 rt< 'D (D (D � X Zt� Oj�3 °-Q� 3f �=� W � 3Q_ y c0 ti3 � o0_3 � oN < OOQ_° � Q� � oO (D O3n00 � m3c 30Q 6 MDQ N 0.0 OQ � T.Q m CD ° nQQOn 3 (D ° cQ ° 6� Z Q � � � QnQ N Oq.3 O � QQp ? m �m �n ° Q � � ! o _Q3 QO-Q_a � �uo� Q mo'm �� y Q� � Q 3 0- 60 �cQcO QQ �� 2Lo m ° N- oc� ° ° 63=Q°• O -u a: N p0 � n0 ctoQ � cp 3•ZF � O jos F 3 O in. c Z cDQ � O � OyD < N cQ nn CL � �� W o OW o Q cDx �Q �N c� 0O,� m 03 35-Q N 5 (D c'p (� C, O M (Q0 CQ ° c7 �Q fl "' cam � X n — c 7 a Q C 3 `G O y y y y A v+ (7 A c n m>0 TOP CHORD (° no 30 0 10 CI-8°—f.N �7 O W y V m y m-Z �c m C D 6'O � n C (D fl °�� C.- gym Avmi -0 n -mip ^'O P S �NOC O n�7 A ° 0 N -i A (° y° �., y (N.� pn 01 m �o c z O m (D 3aN y3-A3c 3 N(n D y y ND O n /ul � (D mO n4�N� <mnm A y< v O w>> O N f] O O D01 a tOi�O w A OCD m Z c p • � O °'CA aC <(-)(D 0.O Q O v OD D D _ N (ii) (D N H(D QO_ON� m y O �7 ' aof°m"on u' m� � P �o */y N N< N° a m :s0 30: H cn0 ?O O yn W °- �V m m NO C CL 4 ti m O 13 g fl N 3 -°. m X_ C) 4 m C) A O N yV O N ( N n Cd-5 A m TOP CHORD o_ Q DO Win - omc a no n ow 3c am mmn cc Jc 50 3--6:R n nav !-:z Q aD 11 zN >> m o� m o0 0 ° 0°o -6 5- an '3 ❑ � ❑ °� mm nen -Ro am ona„ oa �. y� dam moo ° -a no mo nn -Q nm 03 fM m mm n n °�o< 'm n<° "' pa Q (D 0.00 =° o m3f° 00 fl n n ^o mo aoc n'0 mvm X oo <o Qg m m0 3m m'02 o g� O m m o '°> j o °o ? °° a s N a ° m m n o ' m 3 m m m m a°_ CD =or m m a o °n O OT c°m -Crff m°$ °a °_ o m° oc ms ° m o°'o m< mw 1m m 7s �_ » =m �° acy°n3 Q°v_ O .7 m O S < m 7 m m" -,Q: �•p a,7 ❑ 7 °'0 f❑ a ° m 00 03 6°7 N C �S mo mon rCD '❑ Q o m� om oa 2m oN2 0� o0 0� ncc°� m -0c lb �a n11�� a Q. O �fl c" 3 mo ° ° m � n 52 �m am o0 3o aQc oa oa n� a�fl 0m2 a� � oaa 5 ID °.� ° n "Z ❑y mM g Z 3 n oo mo o ao a�.� v❑° 10 m�N ID c mm (D(D m ao �m m� °o m°� ma m° °a yoo < moa oo 30o5 T Q OC Q 3 m CD 0R m m cff 0 Z'm f° o9' o� °m �� tiaz ro °O oyz3 aoao- N� Q ❑o n ❑ o 2 S- ❑ o mn a 3m -00 ?mm mUr °v° zn vF� o s❑ mm� mN C (� o a � 0, n o °a N ❑n mo J n' m �? no 06� „_ Ln co m a m v mn 0 on. (D a' m° o' -0'a °° n off a' -Bo °-❑ (D n m � nn 7 m'3 a ym „� 0n o'a °c 3S ma Na 3cD CD f Q f ° f on m 0 ° :3 CD m 0CL 3 m m ❑� m❑ mm mm S mCD 0 c_ oo mm m a ° < m o y -0 Z-mm ao » mo (Dn 0 3 O < �m 3 ' `G O m m N Lumber design values are in accordance with ANSI/TPI 1-2007 section 6.3 These truss designs rely on lumber values established by others. MiTek RE: 130287 - Elite Lot 28 11th Street MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Elite Homes Project Name: L28 11th Street Model: Tampa,FL 3361011115 Lot/Block: 28 Subdivision: Address: 11th Street City: Atlantic Beach State: FL Name Address and License#of Structural Engineer of Record, If there is one,for the building. Name: License#: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FRC2010/TP12007 Design Program: MiTek 20/20 7.3 Floor Load: 55.0 psf This package includes 20 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# I Truss Name Date No.ISeal# Truss Name rDate 1 IT4712283 I F01 2/6/013 118 1 T4712300 I FT02 2/6/013 12 I T4712284 I F02 12/6/013 119 I T4712301 I FT03 12/6/013 1LT4712285 I F03 12/6/013 120 I T4712302 I FT04 12/6/013 1 14 IT4712286 IF04 12/6/013 J11NG REVIEW DISPOSITION 15 I T4712287 I F05 2/6/013 drawings is only for conlormance with 16 I T4712288 I F06 12/6/013 ATTENTION:Review of shop 17 I T4712289 I F07 12/6/013 I the design concept of the protect and does not relieve thedeviation from the requirements ftheshop Contractor 18 I T4712290 I F08 12/6/013 J of resposCornity for any dete mine and verity all field measurements. 19 1 T4712291 I F09 12/6/013 1 d gn 110 I T4712292 I F10 12/6/013 APPROVED [3 RETURNED FOR CORRECTION Ill IT4712293 F11 12/6/013 1 [3RETURNED WITHOUT ACTION 112 I T4712294 I F12 12/6/013 ❑ APPROVED AS NOTED 113 I T4712295 I F15 12/6/013 I ❑ SEE TRANSM TTAL L ER 114 I T4712296 I F16 12/6/013 I ❑ :7V777 COMMENTS I115 IT4712297 IF17 12/6/013 1 DATE Z to116 IT4712298 IF18 12/6/013 1 BYFL CE T.25 s 117 IT4712299 I FT01 12/6/013 J HULSBERG ENGINEERING,INC. JACKSONVI�LLESTINE FL 322DSp202 The truss drawing(s)referenced above have been prepared by MiTek %%%JQU�N►VF�� Industries, Inc. under my direct supervision based on the parameters %%%OP • <�4i, provided by TrussMart Bldg Compts,LLC. `. �..��G E N 5�.,•� Truss Design Engineer's Name: Velez, Joaquin 8182 My license renewal date for the state of Florida is February 28,2015. NOTE:The seal on these drawings indicate acceptance of = '1BUJ ' STATE OF .' professional engineering responsibility solely for the truss '. 0 .•• 44/ components shown. The suitability and use of this component '.,'�`�•:c� O R \101 P.•'�� for any paANSI/TPI-1 building is the h responsibility of the building designer, FL Cert. 6634 February 6,2013 Velez,Joaquin I of I L f 1nh Truss Tn1ss Type Qty Ply Elite Lot 28 11th Street 130287 F01 Floor Truss ) 1 74712283 job Reference(optional) TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Wed Feb 06 14:22:21 2013 Page ID:IrOLXRk3gbDbDxCOKEcOltzol Og-Oj?X9sl stRZPAL6CInEhbodZYsA417mX?45bi8znra 0-1-8 H :Q j1�----10-4-{ 1-8-12{ 0+8 Salle=1:59.8 041= 1.5x3 II 1.5x3 II 4x4= 1.5x3 11 1.5x3= 4x4= 4x4= 3x5 FP= 1.5x3 11 1.5x3= i 1 2 3 4 5 6 7 8 9 1011 12 13 14 15 16 17 18 19 c�37 38 Gryll I 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 3x5= 1.5x3 11 4x4 = 3x5 FP= 40= 1.5x3 11 4x4= 3x5= 44= 3x6= �_-- 16.2-12 3410-0 16-2-12 18-7.4 Plan Offsets MY):: :0-2-0 E e 31:0-1-8 Ede [36:0-2-O.Edgel LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.80 Vert(LL) -0.18 32-33 >999 480 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.61 Vert(TL) -0.27 32-33 >727 360 C!_: 0.0 Rep Stress Incr YES WB 0.52 Horz(TL) 0.06 20 n/a n/a BCDL 5.0 Code FRC2010/TPI2007 (Matrix) Weight:205 Ib FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 SYP SS(flat)*Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 11-19:2x4 SP No.2(flat) end verticals. BOT CHORD 2x4 SYP SS(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3(flat) 6-0-0 oc bracing:30-31,28-30,27-28. REACTIONS (lb/size) 36=790/0-5-8 (min.0-1-8),28=2069/0-5-8 (min.0-1-8),20=932/0-5-8 (min.0-1-8) Max Grav 36=849(LC 3),28=2069(LC 1),20=956(LC 7) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-980/0,3-4=-1556/0,4-5=-1747/0,5-6=-1623/0,6-7=-1623/0,7-8=-780/333, 8-9=0/972,9-10=0/972,10-11=-746/0,11-12=-746/0,12-13=-1592/0,13-14=-2193/0, 14-15=-2193/0,15-16=-2186/0,16-17=-1846/0,17-18=-1129/0 BOT CHORD 35-36=0/591,34-35=0/1346,33-34=0/1760,32-33=0/1623,31-32=0/1623,30-31=-161/1216, 29-30=495/373,28-29=-495/373,26-27=0/1260,25-26=0/1933,24-25=0/2193, 23-24=0/2193,22-23=0/2112,21-22=0/1570,20-21=0/668 WEBS 2-36=-997/0,2-35=0!701,3-35=-662/0,3-34=0/378,4-34=-368/0,5-33=0/422, 5-32=-336/0,8-28=-1126/0,8-30=0/801,730=-878/0,7-31=0/884,6-31=-449/0, 18-20=-1128/0,10-28=-1302/0,18-21=0/831,10-27=0/1018,17-21=-794/0,12-27=-978/0, ��1111111//J 17-22=0/498,12-26=0/647,16-22=-480/0,13-26=-679/0,13-25=0/626,14-25=-297/0, 15-24=-253136I N NOTES E N S'�(•. �i 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. N( 68182 3)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. * :• ': 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. T F LOAD CASE($) Standard 0,0 A, rrrinl+�� FL Cert. 6634 February 6,2 13 0 WARNING Ven fy design parameters and READ NOTES ON TRIS AND INCLUDED MTEK REFERENCE PAGE Mil 7473 BEFORE USE. Design valid for use only with Mick connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction B the responsibillity of the MiTek erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage.delivery.erection and bracing.consult ANSI/Ill Quaft Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Salety Irtormallon available from Truss Plate Institute.781 N.Lee Street,Suite 312,Alexondrio.VA 22314 Tampa,FL 336104115 1"sc uthern Plf c; P cr wP luf»ber!s s ei.1Md,the tksi.+,a!ues dile those e##ciAiyc r?a 01 2012 b„ t 5^..cr;rn,o8e.l tt„SP!6: 1 ,,. Truss Truss Type Qty PlyTEel 2811thStreet T4712284 130287 F02rence Co tiara! TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Wed Feb 06 14:22:23 2013 Page ID:IrOLXRk3gbDbDxCOKEcOltzol Qg-K56laY27P2p6PeGbQBH9gDiv6fmbD?ggSOahn 1 znra o-1-B 7 1-3-0 2-04 8 H Sca'le=1:45.2 1.5x3 3x3= 1.5x3 I 1.5x3= 3x3 3x5= 3x3 11 3x3= 3x3= 3x5 FP= 1.50= 1 2 3 4 5 6 7 8 9 10 1112 13 14 15 29 30 28 27 26 25 24 23 22 21 20 19 18 17 16 4x5= 4x6 = 3x5 FP= 3x3 II 3x5 = 3x3= 3x3= 4x5= 2Z2--2 26-4-8 0 0 0--2 24-1-12 ts(X_,YJ._ [4:0 1 12 Edgel [TO 2 0 Edgel [16:0-2-0Edge],[21.0-2-0 Edge],[26:0-1-12 Edgel [28:0-2-0 Edgel LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ltd PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.79 Vert(LL) -0.42 20-21 >680 480 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.92 Vert(TL) -0.6520-21 >443 360 BOLL 0.0 Rep Stress Incr YES WB 0.67 Horz(TL) 0.10 16 n/a n/a BCDL 5.0 Code FRC2010/TPI2007 (Matrix) Weight:164 Ib FT=0°/F,0%E LUMBER BRACING TOP CHORD 2x4 SP No.2(flat)*Except* TOP CHORD Structural wood sheathing directly applied or 5-8-3 oc purlins, except 1-11:2x4 SYP SS(flat) end verticals. BOT CHORD 2x4 SP No.2(flat)*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 16-25:2x4 SYP SS(flat) 6-0-0 oc bracing:27-28,26-27 WEBS 2x4 SP No.3(flat) 2-2-0 oc bracing:21-22. REACTIONS (Ib/size) 27=2071/0-5-8 (min.0-1-8),16=1265/0-4-0 (min.0-1-8) Max Grav 27=2071(LC 1),16=1301(LC 4) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 28-29=-489/0,1-29=-489/0,2-3=0/627,3-4=01627,4-5=-1475/122,5-6=-2687/0, 6-7=-3534/0,7-8=-4006/0,8-9=-4006/0,9-10=-4053/0,10-11=-3590/0,11-12=-3590/0, 12-13=-2788/0,13-14=-1613/0 BOT CHORD 26-27=-353/765,25-26=0/2172,24-25=0/2172,23-24=0/3173,22-23=0/4006,21-22=0/4006, 20-21=0/4141,19-20=0/3903,18-19=0/3272,17-18=0/2287,16-17=0/920 WEBS 2-27=-764/0,2-28=0/529,4-27=-1602/0,4-26=0/1325,5-26=-1304/0,5-24=0/968, 6-24=-915/0,6-23=01782,7-23=-1073/0,7-22=-51/423,14-16=-1554/0,14-17=0/1248, 13-17=-1215/0,13-18=0/905,12-18=-871/0,12-19=0/573,10-19=-565/0,10-20=01307, 1111111 f 1II 9-20=-300/88,9-21=-613/330 %t1 PU`N V NOTES %% 0 ; •' �� 1)Unbalanced floor live loads have been considered for this design. G E•N s•• �'��i 2)All plates are 4x4 MT20 unless otherwise indicated. 3)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. N 68182 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1od(0.131"X 3")nails. Strongbacks to be _ attached to walls at their outer ends or restrained by other means. 5)CAUTION,Do not erect truss backwards. O LOAD CASE(S) Standard '. T F 1)Floor:Lumber Increase=1.00,Plate Increase=1.00 i Uniform Loads(plf) ��i �•�P ��`� Vert:16-28=-10,1-15=-100 Concentrated Loads(lb) Vert!11=475 /11111111/ FL Cert. 6634 February 6,2 13 A WARMNG Venfy design parameters and READ NOTES ON THIS AND INCLUDED 1ITEK REFEREW-:E PAGE 171 7473 BEFORE 7TSE. � Design volid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillify of the MiTek' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TP11 Quality Criteria,DSB-89 and&CSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Tempe,FL 33610-4115 of Southern Pivtr Sp or 5p a)lumbers sppieS:'fi id,the desi n values ate those effrclwa ibi012Q12 ALSC or pr Deed b SP 6: 1 Job Truss Truss Type Qly Ply Elite Lot 28 11 th Street T4712285 130287 F03 FLOOR TRUSS 5 1 Job Reference o tional TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Wed Feb 0614:22:25 2013 Page ID:IrOLXRk3gbDbDxCOKEcQltzol Qg-GU E2_E4Nxg3geyQzXcJdlenHXTSehyF7wi3orwznra 0.1-8 H 1 -4 a�l{f' Sal =1:35.1 1.5x3 1.5x3 I I 1.5x3= 4x4= 4x4= 1.5x3 11 3x5 FP= 4x4= 1.5x3= 1 2 3 4 5 8 7 8 9 10 11 12 13 25 26 24 23 22 21 20 19 18 17 16 15 14 3x5= 4x6= 4x4= 3x5 FP= 1.5x3 I I 4x4= 3x5 = 2-0-0 2--2 r 2-0-0 0.-2 18.3.12 Plate Offsets KY):: 14:0-2-0 Ede 24:0-2-0 Ed e LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.60 Vert(LL) -0.14 18-19 >999 480 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.95 Vert(TL) -0.20 18-19 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.48 Horz(TL) 0.05 14 n/a n/a BCDL 5.0 Code FRC2010/TPI2007 (Matrix) Weight:129 Ib FT=0%F,O%E LUMBER BRACING TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2(flat)*Except* end verticals. 14-21:2x4 SP No.2D(flat) BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3(flat) REACTIONS (Ib/size) 23=1767/0-5-8 (min.0-1-8),14=928/0-4-0 (min.0-1-8) Max Grav 23=1 767(LC 1),14=976(LC 4) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 24-25=-530/0,1-25=-530/0,2-3=0/633,3-4=0/633,4-5=-1029/224,5-6=-1823/0, 6-7=-2239/0,7-8=-2324/0,8-9=-2324/0,9-10=-1892/0,10-11=-1892/0,11-12=-1159/0 BOT CHORD 23-24=-375/0,22-23=-407/532,21-22=-57/1510,20-21=-57/1510,19-20=0/2122, 18-19=0/2324,17-18=0/2324,16-17=0/2163,15-16=0/1616,14-15=0/682 WEBS 2-24=0/664,2-23=-708/0,4-23=-1238/0,4-22=0/954,5-22=-926/0,5-20=0/621, 6-20=-591/0,6-19=0/401,7-19=-476/101,12-14=-1150/0,12-15=0/861,11-15=-822/0, 11-16=0/499,9-16=-489/0,9-17=-151/491 NOTES >>ttllllll/,► 1)Unbalanced floor live loads have been considered for this design. % QUI NJJJJ 2)All plates are 3x3 MT20 unless otherwise indicated. ,�� QQ V�� JJ 3)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. `� ,O \C E•N1 S• (C�% 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be : •. attached to walls at their outer ends or restrained by other means. �1 5)CAUTION,Do not erect truss backwards. �) 68182 LOAD CASE(S) Standard d• 1)Floor:Lumber Increase=1.00,Plate Increase=1.00 (� Uniform Loads(plf) T F Vert:14-24=-10,1-13=-100 O , Concentrated Loads(Ib) Vert:1=475 •\ I % JJJ,S • N AL�%.. ►n►Illr� FL Cert. 663:4:::l February 6,2 13 A WARNING�Verify design parameter.and READ NOTES ON THIS ANE)INCLUTiED MiTEK REFERENCE PAGE FIII 74 73 BEFORE USE. Dezign valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. N1 Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary brocing to insure stability during construction is the responsibillity of the MiTek` erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and brocing,consult ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Iniamit bn avoiloble from Truss Plate Institute 781 N.Lee Street,Suite 312 Alexandria.VA 22314 Tampa,FL 336104115 Sn,ttherrt Put?', Por SPp)lumbers spe lied.t11r cttr,i,2 ,slues 3rr<hn3e e$r.t4r f?n 112{111 tl rt.SC:: 1r�.!krI cP B, -- — Job Truss Truss Type Qty PlyElite Lot 28 11 th Street T4712286 130287 F04 Floor Truss 2 1 Job Reference o tional TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Wed Feb 06 14:22:27 2013 Page ID:IrOLXRk3gbDbDxCOKEcQltzolQg-CsMpPw5dTHJYuGaMfl L5q3tXMGCsgqGQNOYvwoznrad 0-1-8 H 1 1 1-11-0 01 S e=1:40.3 1.5x3 I 11.50 II 1.50= 40= 4x4= 40= 1.50 I I 3x5 FP= 4x4— 1.5x3 — 1 2 3 4 5 6 7 8 9 1011 12 13 14 127 28 d N 1 26 25 24 23 22 21 20 19 18 17 16 15 3x5= 4x6= 40=3x5 FP= 4x4 = 1.50 II 4x4= 3x5= 2-2-12 2-0-0 2- 4-70-9 7�-4 &70-4 115-8-4 7&3-4 20-9-4 23-8-4 2-0-0 Q 2-7-8 2-8-0 2$0 511-0 2$02-9-0 0-1-8 __— Plate Offsets MY):: 15:0-2-0 Ede 26:0-2-0Ed --- LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.97 Vert(LL) -0.25 18-19 >999 480 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.65 Vert(TL) -0.37 18-19 >681 360 BCLL 0.0 Rep Stress Incr YES WB 0.58 Horz(TL) 0.07 15 n/a n/a BCDL 5.0 Code FRC2010/TPI2007 (Matrix) Weight:144 Ib FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 SP No.2(flat)*Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 1-11:2x4 SP No.2D(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: BOT CHORD 2x4 SP No.2(flat)*Except* 6-0-0 oc bracing:25-26,24-25. 15-23:2x4 SYP SS(flat) WEBS 2x4 SP No.3(flat) REACTIONS (Ib/size) 25=1922/0-5-8 (min.0-1-8),15=1101/Mechanical Max Grav 25=1922(LC 1),15=1142(LC 4) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 26-27=-530/0,1-27=-530/0,2-3=0/632,3-4=0/633,4-5=-1254/175,5-6=-2262/0, 6-7=-2897/0,7-8=-3163/0,8-9=-3163/0,9-10=-2952/0,10-11=-235210,11-12=-2352/0, 12-13=-1390/0 BOT CHORD 25-26=-375/0,24-25=-381/649,23-24=0/1845,22-23=0/1845,21-22=0/2658,20-21=0/3163, 19-20=0/3163,18-19=0/3135,17-18=0/2736,16-17=0/1957,15-16=0/804 WEBS 2-26=0/664,2-25=-706/0,13-15=-1358/0,4-25=-1425/0,13-16=011057,4-24=0/1141, 12-16=-1021/0,5-24=-1117/0,12-17=0(713,5-22=0/799,10-17=-692/0,6-22=-758/0, 10-18=01388,6-21=0/586,9-18=-372/0,7-21=-777/0,9-19=-356/423,7-20=-125/318 �rt1111111111j11 NOTES ��,OP ; ♦i♦ 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. ♦♦ 3)Refer to girder(s)for truss to truss connections. 4)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. N 68182 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1 Old(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard i O'.• T F •: 1)Floor:Lumber Increase=1.00,Plate Increase=1.00 �♦ A' , Q ••�_`� Uniform Loads(plf) •• Vert:15-26=-10,1-14=-100 ♦�. S•• Concentrated Loads(lb) 'f4, Vert:1=475 1 /1111111�'�, FL Cert. 6634 February 6,2 13 A WARNING Verify design p.-dem and READ NOTES ON THIS AND INCLUDED MtTEX REFERENCE PACE NII 7473 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the 11 A'Te 1. erector.Additionol permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1 V 1 1 k fabrication,quality control,storage,delivery,erection and bracing,consult ANSIfMII Quality Criteria,DSB-89 and ll Building Component 6904 Parke East Blvd. — Salary IMormation availoble from Truss Plate Institute,781 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33810-4115 ..;.u'kiem Plr:<<SP or SP lumbers ste :fiord,the design;slues orae those effa r s?h r71 2ff12 b KLSC or p+n osBd t SP+:B, -_ � t Job Truss Truss Type Qty PlyElite Lot 28 11th Street T4712287 130287 F05 Floor Truss 1 1 Job Reference(optional) TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Wed Feb 0614:22:28 2013 Page I D:IrOLXRk3gbDbDxCOKEcOltzol Qg-h3wBdG6FEbRPVQ9YDIsKNHPwygi?uQuZcgHSSEznra 0" 1 2 3 4 5 6 Scale=1:12.9 i I 13 14 N 12 11 10 9 8 7 3x3= 3x3= 5-" 6-6-8 LOADING(psf) SPACING 2-0-0 CSI DEFL in floc) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.08 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 7 n/a n/a BCDL 5.0 Code FRC2010/TP12007 (Matrix) Weight:39 Ib FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. RS 2x4 SP No.3(flat) tiEACTIONS All bearings 6-6-8. (lb)- Max Grav All reactions 250 Ib or less at joint(s)12,7,11,10,9,8 FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. ,,,I111111I/�l� LOAD CASE(S) Standard out N VF ... . .... BF .•�\C•E•N SF . '. N 68182 O�. T F '•� loo FL Cert. 6634 February 6,2 13 +RNiNG Verify design parameters and READ NOTES ON THIS AND INCLUDED AII7EK REFERENCE PAGE 119174"BEFORE USE. ; Design valid for use only with MiTek connectors.This design is based only upon parometers shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the M i lry' ek erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing.consult ANSI/TPII Quality Criteria,OSO.89 and BCSI Building Component 6904 Parke East Blvd. Safely Intormation available from Truss Plate Institute.781 N.Lee Sheet,Suite 312 Alexandra.VA 22314. Tamps,FL 33610-4115 :<tauthern Plrr.-`.3p l cp lumber s t e :fail the deKi=•1.,a,ues d8"w.,rhoe eff2(t�.;t 01F2012 tr ALS OT pmposed b PSB: tr � 1 Job Truss Truss Type Qty Ply Elite Lot 28 11th Street T4712288 F06 Floor Truss 2 1 Job Reference(optional I _Inc. iRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc Wed Feb 06 14:22:29 2013 Page ID:IrOLXRk3gbDbDxCOKEeOltzol Qg-9FUZgb7t?uZG7ZjlmSNZwUyu44tWdgzjrK t 0 _hznra _hz H 1-3 `r t-7-8 11-1-0 i 1-2-0 0" Scale-1:16.7 3x3= 3x3 II 3x3= 1 2 3 4 3x3 = 5 6 7 3x3= 8 16 7 77 14 13 11 10 9 3x3= 0 3x5= 3x5 = 3x6= Truss is not designed to support concentrated loads at its cantilevered end(s). 6-0 0 2 10-1-8 6-0-0 -- 2 ---- 3-11.8 Plate Offsets MY):: 9:0-2-0 Ed a 15:0-2-0 Ed e __ •:ANG(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.95 Vert(LL) -0.07 14-15 >961 480 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.70 Vert(TL) -0.12 14-15 >604 360 BCLt. 0.0 Rep Stress Incr YES WB 0.25 Horz(TL) 0.00 12 n/a n/a 0 Code FRC2010/TP12007 (Matrix) Weight:71 Ib FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except BO CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (Ib/size) 15=171/0-4-0 (min.0-1-8),12=903/0-4-0 (min.0-1-8) Max Uplift 15=-59(LC 4) Max Grav 15=277(LC 3),12=903(LC 1) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 4-5=0/497,5-6=0/497 WEBS 2-15=-260/105,4-12=-743/0,2-14=-252/52,6-12=-675/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x3 MT20 unless otherwise indicated. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 59 Ib uplift at joint 15. 4)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1Od(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6)CAUTION,Do not erect truss backwards. `�� PGv'N Vp4"Z,, LOADCASE(S) Standard �O'•��GE•NSF•��'�� ' N 68182 ' 1t ��.• T F •'CU I FL Cert. 6634 l February 6,2 q13 A WARNING Verify design parameters and READ NOTES ON THIS AND 1NCL UDED MtTEK REFERENCE PAGE Af71 74 73 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for on individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding Il fabrication,quality control,storage.delivery,erection and bracing,consult ANSI/TPII Quality criteria,DSO-89 and BCSI Building component 6904 Parke East Blvd. Solely Inlormallon available from Truss Plate Institute,781 N.Lee Street.Suite 312 Alexandria,VA 22314 Tampa,FL 33610-4115 1f Southern Pirt SP or SP lumtter is s e!:. ad,the deli:t=.rs des are°toe,e el;,<t3 ,i78112ti17 b Kt.J :r ,repo ell tl tP 5. _ 1 r , 1-1 Truss Truss Type �Oty Ply Elite Lot 28 11th Street 74712289 130287 F07 Floor Truss 2 1 Job Reference(optional) TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Wed Feb 06 14:22:30 2013 Page I D:IrOLXRk3gbDbDxCOKEcQltzol Qg-dRl x2x8WmCh7ljlxKAvoSiVBAUGaMHcs3_mZX7znra 0-1-8 H 1 1— 1-7-8 1 2-0-0 011rB Scale=1:28.3 1.5x3 II 1.5x3 II 1.5x3= 1.5x3 3x6 = 3x6 = 1.50= 1 2 3 4 5 6 7 8 9 10 20 JL 21 zV 18 17 15 14 13 12 3x5= 1.5x3 I 3x6= 3x5= 3x5= 3x5= 6-" 16-7-8 6.0.0 10-7-8 (X Y�. :0-1-8 Ed a 8:0-1-8 Ed a 11:0-2-0 Edge], 13:0-1-8 Ed 14:0-2-0 Ed a 19:0-2-0 Ed e LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.42 Vert(LL) -0.05 14-15 >999 480 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.45 Vert(TL) -0.06 14 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(TL) 0.01 11 n/a n/a BCDL 5.0 Code FRC2010/TPI2007 (Matrix) Weight:114 Ib FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 19=330/0-4-0 (min.0-1-8),11=579/0-5-8 (min.0-1-8),16=880/0-4-0 (min.0-1-8) Max Grav 19=383(LC 10),11=584(LC 7),16=888(LC 9) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-357/0,3-4=-357/0,6-7=-644/0,7-8=-831/0,8-9=-607/0 BOT CHORD 17-18=0/357,16-17=0/357,15-16=0/456,14-15=0/831,13-14=0/831,12-13=0/830, 11-12=0/397 WEBS 2-19=-395/0,4-16=-455/0,9-11=-670/0,9-12=0/379,8-12=-373/0,6-16=-660/0, 6-15=0/367,7-15=-361/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 3)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ,,1+111 111111 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be 4 N 7771 attached to walls at their outer ends or restrained by other means. ♦♦O 'C j0 VIZ 5)CAUTION,Do not erect truss backwards. %♦ ............ � •E LOADCASE(S) Standard N 68182 cc ice•. T F .� �•'. lV 7 .,�777SS, N A��♦♦ FL Cert. 6634 February 6�213 AWARWNG Verify design parameters and READ NOTES ON T HIS AND IAICLUDED JMTEK REFERENCE PAGE MI1 7473 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek" erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fobricotion,quality control,storage,delivery,erection and bracing,consult ANSIITP11 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Satefy Information available from Truss Plate Institute.781 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa,I'L 33610-4115 f Southern Ptra;Sp^,r SP lumber is sr eefiad,the deal IS values are those efts tt a a601r2i 12 t, .,LS ::r:='v,o*e.,l t+ cR:6: __ � t Job Truss Truss Type Qty PlyElite Lot 28 11th Street 74712290 130287 F08 Floor Truss 2 1 Job Reference o tional TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Wed Feb 06 14:22:312013 Page ID:IrOLXRk3gbDbDxCOKEcQltzolOg-5ebJFH88XWp_Mtt7utQ1?v1 NSucU5jvO1eW73Zznra 0-1-8 1-3-8 0 11 8 H Scale 1:18.3 1.5x3 II 1.5x3 1.50= 3x3 = 3x3= 1.5x3 3x3= 3x3= 1.50= 1 2 3 4 5 6 7 15 1 I ' 12 11 10 9 3x3= 1.50 II 3x3= 3x3= 3x 3x5= 5= 2-9-0 8-0-8 10 9.8 2-9-0 5-3-8 — 2-9-0 Plate Offsets X Y: 8:0-2-0 Ede 13:0-2-0 Ede LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.32 Vert(LL) -0.05 9-10 >999 480 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.47 Vert(TL) -0.07 9-10 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(TL) 0.01 8 n/a n/a BCDL 5.0 Code FRC2010/TP12007 (Matrix) Weight:69 Ib FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 13=574/0-4-0 (min.0-1-8),8=574/0-5-8 (min.0-1-8) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-593/0,3.4=-801/0,4-5=-801/0,5-6=-596/0 BOT CHORD 12-13=0/388,11-12=0/801,10-11=0/801,9-10=0/778,8-9=0/390 WEBS 6-8=-657/0,2-13=-653/0,6-9=0/371,2-12=0/371,5-9=-327/0,3-12=-365/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. . -:,pend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be .uacneu to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 011111111111111111 N VF�'��, N 68182 9•• T F ' 14JO . :w ` • , A, .,��,Ils•t j N Al ��`� FL Cert. 6634 February 6,2C 13 A WARMNG Verify design parameters and READ NOTES ON THIS AND INCLUDED MGTEK REFERENCE PAGE MGI 7473 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stobility during construction is the responsibillity of the MiTek erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 6904 Parke East Blvd. fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/1PI7 Quality Criteria,OSB-89 and SCSI Building Component Tampa,FL 33610-6115 Safety Information ovailable from Truss Plate Institute.781 N.Lee Street,Suiie 312.Alexandria.VA 22314. €Southern Pirie;SP or SP lumber is s tkc1,the Basi^n val0es are chose offrLll e 0fi 41r'2Q12 byt l-Sc ur pm tosed b SPI& t 1 Job Truss Truss Type Oty Ply Elite Lot 2811 th Street T4712291 130287 F09 Floor Truss 1 1 Job Reference(optional) TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Wed Feb 06 14:22:32 2013 Page I D:IrOLXRk3gbDbDxCOKEcOltzol Og-Zg9iSd9mlpxr_1 SJSaxGX7aczH3ygDt9XIFgbOznra 0-1H8 0148 Scale=1:26.9 1 2 3 4 5 6 7 8 9 10 11 12 13 28 � I '1 26 25 24 23 22 21 20 19 18 17 16 15 14 3x3= 3x3= 16-0-0 16-0-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.08 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 14 We n/a BCDL 5.0 Code FRC2010rrPI2007 (Matrix) Weight:86 Ib FT=O%F,0%E LUMBER BRACING TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3(flat) REACTIONS All bearings 16-0-0. (lb)- Max Grav All reactions 250 Ib or less at joint(s)26,14,25,24,23,22,21,20,19,18,17,16,15 FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. D:- 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1Od(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard `++++ttV11 N! �/�r+r rr I ++��P�C•E•NS� rr �I N 68182 ��.. T F w. r J., •N AL E ++. till��rt�� ii FL Cert. 6634 February 6,21C 13 WARNING Verify design parameters and READ NOTES OH 77:115 AND INCLUDED M1rEK REFERENCE PAGE 161.7473 BEFORE USE. N1Design volid for use only with Work connectors.This design is based only upon parameters shown,and is for on individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown � 'or lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the Mi T+1 ek' Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding —cation,quality control,storage,delivery,erection and bracing.consult ANSI/1P11 Quality CrIteda,DSB-89 and SCSI Building Component 6904 Parke East Blvd, Satefy IntormoNon ovailable from Truss Plate Institute.781 N.Lee Street Suite 312 Alexandno.vA 22314 Tampa,FL 33610-4115 f Southern Ptrr'3p or SPpt kumbers spe�'fi+ct'rhe deFl�r:B„�es arr tflose e?r-a1=<,s?861`rt11t by t.x: r,,r�po,eri by EPi6, _ —— Job Tmss Truss Type Qty Ply Elite Lot 28 11 th Street T47122921 130287 F10 Floor Truss 2 1 Job Reference o tional ___ TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Wed Feb 06 14:22:33 2013 Page ID:IrOLXRk3gbDbDxCOKEcQltzol Og-1 Oj4gzAO274icB1 W?ISV4K7nehP2Zg6Jmy?D7Sznra 0-K8 Scale=1:34.8 3x5 FP= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 38 <XXXY X XX X XX X EXXX 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 3x3= 3x5 FP= 3x3= 20-7- 20-7-8 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.08 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.02 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 19 n/a n/a '10 Code FRC2010/TP12007 (Matrix) Weight:110 Ib FT=0%F,0%E Ji BER BRACING -iCd2D 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3(flat) REACTIONS All bearings 20-7-8. (lb)- Max Grav All reactions 250 Ib or less at joint(s)36,19,35,34,33,32,30,29,28,27,26,25,24,23,22,21, 20 FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. I NOTES 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. /11I I I I I I1�,, ,`��P001 N V�C��.. LOAD CASE(S) Standard ��.��E ntS .F�'•,� N 68182 * 1t ��. T F • , A, :� • • `•VP.•��`: �,��,5',• N AL�� i �r n 111111 FL Cert. 6634 February 6,20.13 A(YARNING Verify design paramefe� and READ NOTE.4 ON THIS AND INCLUDED hI1TEK REFERENCE PAGE 6111 7473 BEFORE d7SE. Design valid for use only with Iv1Tek connectors.This design is based only upon parameters shown,and is for an individual building component. , Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek' erector.Additionol permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality CrBerla,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Solely IMormaBon ovoilable from Truss Plate Institute.781 N.Lee Street Suite 312.Alexandria VA 22314. Tampa,FL 33610-4115 €,outhern Pinel Por SP lumber.s s.e.11 ad,the deli rf;aloes dte those eff�cll'i�8012dr12 k y 4LSC or proposed by 54x8 r r , Truss Truss Type Qty PlyTEfte 28 11th StreetT4712293 130287 F11 Floor Truss 8 rence o tional) TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Wed Feb 0614:22:35 2013 Page I D:IrOLXRk3gbDbDxCOKEcOltzol Qg-zPrg5fCeakKPrUBu7jUz9ICznVww1 SXbDFUKCKznra D-1-8 H 1 1-3-0 t 7-0ol Scale=1:36.0 1.5x3 II 1.5x3 II 1.50= 4x4 = 1.5x3 36 FP= 4x4= 1.5x3= 1 2 3 4 5 6 7 8 9 10 11 12 24 25 23 22 21 20 19 18 17 16 15 14 13 3x5= 04 = 3x8 MT20H FP= 1.5x3 11 4x4= 3x5= I 21-1-0 21-1-0 ,Y: 13:0-2-0 Ede 23:0-2-0 Ed e LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.75 Vert(LL) -0.21 18-19 >999 480 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.76 Vert(TL) -0.32 18-19 >777 360 MT20H 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.54 Horz(TL) 0.07 13 n/a n/a BCDL 5.0 Code FRC2010/TPI2007 (Matrix) Weight:125 Ib FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 5-9-0 oc purlins, except BOT CHORD 2x4 SP No.2(flat)*Except* end verticals. 13-20:2x4 SYP SS(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3(flat) REACTIONS (Ib/size) 23=1140/0-5-8 (min.0-1-8),13=1140/0-5-8 (min.0-1-8) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1387/0,3-4=-2346/0,4-5=-2939/0,5-6=-3161/0,6-7=-3161/0,7-8=-2935/0, 8-9=-2347/0,9-10=-2347/0,10-11=-1387/0 BOT CHORD 22-23=0/802,21-22=0/1952,20-21=0/2727,19-20=0/2727,18-19=0/3126,17-18=0/3161, 16-17=0/3161,15-16=0/2723,14-15=0/1953,13-14=0/802 WEBS 11-13=-1354/0,11-14=0/1054,10-14=-1021/0,10-15=0/711,8-15=-678/0,8-16=0/476, 7-16=-601/6,2-23=-1355/0,2-22=0/1054,3-22=-1018/0,3-21=0!111,4-21=-687/0, 4-19=0/382,5-19=-375/0,5-18=-241/412 NOTES 1)Unbalanced floor live loads have been considered for this design. ,`` 111 1111I�1! 2)All plates are MT20 plates unless otherwise indicated. `�� Ou I N VF 3)All plates are 3x3 MT20 unless otherwise indicated. Q. • 4)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. E N 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be ;` `SSC'• attached to walls at their outer ends or restrained by other means. N 68182 iLOAD CASE(S) Standard T F 0•• •� . i S• i•Q ��`� ''��'�is • N AL E��.�. �n11111+'` FL Cert. 6634 February 6,2C 13 AWARNING Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFEREWE PAGE 11111 7473 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon porometers shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown MH is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek- erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSIM11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute.781 N.Lee Street.Suite 312.Alexandria VA 22314 Tampa,FL 336104115 f zDuthem pirn 'Pt ^r SP>i lenrber s s.8,:frail, L10 desi:•1-values ate th0�e etr�Lrt 06012.x12 by Ai SC or,pro taseii tr'Sf"6: � • I 1 Job Truss Truss Type Qty Ply Elite Lot 28 11 th Street T4712294 130287 F12 Floor Truss 9 1 Job Reference(optional) TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Wed Feb 0614:22:36 2013 Page I D:IrOLXRk3gbDbDxCOKEeOltzol Qg-SbPCI?CHL2SGTem5hQ?CizIA4vBymvPlSvDtknznra 0-1-8 H11F 3-0 1-2-0111 8 Scele=1:35.3 1.5x3 II 1.5x3 11 1.5x3= 04= 1.5x3 II 3x5 FP= 4x4= 1.5x3= 1 2 3 4 5 6 7 8 9 10 11 12 24 25 23 22 21 20 19 18 17 16 15 14 13 -- 4.4= 3x8 MT20H FP= 1.5x3 11 4x4= 3x5 = L 20-8-0 r 20-8-0 � Plate Offsets X Y: 13:0-2-0Ede 23:0-2-0Ed e LOADING(psf) SPACING 2-M CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.58 Vert(LL) -0.19 18-19 >999 480 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.97 Vert(TL) -0.30 18-19 >812 360 MT20H 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.52 Horz(TL) 0.07 13 n/a n/a BCDL 5.0 Code FRC2010/TP12007 (Matrix) Weight:124 lb FT=O%F,0%E LUMBER BRACING TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2(flat)*Except* end verticals. 13-20:2x4 SP No.2D(flat) BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3(flat) REACTIONS (lb/size) 23=1117/Mechanical,13=1117/0-3-8 (min.0-1-8) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1355/0,3-4=-2284/0,4-5=-2845/0,5-6=-3041/0,6-7=-3041/0,7-8=-2842/0, 8-9=-2285/0,9-10=-2285/0,10-11=-1355/0 BOT CHORD 22-23=0/785,21-22=0/1905,20-21=0/2649,19-20=0/2649,18-19=0/3019,17-18=0/3041, 16-17=013041,15-16=0/2647,14-15=0/1905,13-14=0/785 WEBS 11-13=-1326/0,11-14=0/1026,10-14=-993/0,10-15=0/685,8-15=-653/0,8-16=0/445, 7-16=-527/19,2-23=-1326/0,2-22=0/1027,3-22=-991/0,3-21=0/684,4-21=-658/0, 4-19=0/353,5-19=-343/0,5-18=-249/365 NOTES 1)Unbalanced floor live loads have been considered for this design. ' I I II111 2)All plates are MT20 plates unless otherwise indicated. 1� U,N V,�' � 3)All plates are 3x3 MT20 unless otherwise indicated. �� Q t 4)Refer to girder(s)for truss to truss connections. ��,,0 .' c E N S•<�� 5)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ; ,. �•••• �� 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be ` attached to walls at their outer ends or restrained by other means. N 68182 LOAD CASE(S) Standard T F :•�� :O•" <v. t, �FL Cert. 6634 February 6,2 13 0 WARNING Vere fy design parameters and READ NOTES ON THIS AND INCLUDED t&TEsK REFERENCE PAGE 17I1 7473 BEFORE USE. � Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage.delivery,erection and bracing,consult ANSI/1PI7 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Solely IMomnalion available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610-4115 1f Southern Pire(SP or SP lumber is s el:iti.d,the des' o values are those effect+;'a 0ri'fli 2012 by 41.SC.cfr proposed by SPiB. Job Truss Truss Type Qty PlyElite Lot 28 11th Street T4712295 130287 F15 Floor Truss 1 1 Job Reference(optional) TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Wed Feb 0614:22:36 2013 Page I D:IrOLXRk3gbDbDxCOKEcQltzol Qg-SbPCI?CHL2SGTem5hQ?CizllwvQtml slSvDtknznra 1 2 3 4 Scale=1:13.1 9 10 4 FIRN N 8 7 6 5 3x3= 3x3= 3-3-4 r 3-34 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.08 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.02 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 5 We n/a BCDL 5.0 Code FRC2010/TPI2007 (Matrix) Weight:24 Ib FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 3-34 cc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. OTHERS 2x4 SP No.3(flat) REACTIONS All bearings 3-3-0. (lb)- Max Grav All reactions 250 Ib or less at joint(s)8,5,7,6 FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 14-0 oc. 5)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. �11111111JJJ LOAD CASE(S) Standard Qv N V� /�� E Ns N 68182 p•' T F 'w`. 'Cr✓. FL Cert. 6634 February 6,2 13 0 WARNING Verify design parameters and READ NOTES ON THIS A14D INCLUDED NHTEK REFERENIE PAGE Pff 7473 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for on individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown e for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteda,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Solely Irdormation available from Truss Plate Institute,781 N.Lee Street Suite 312,Alexandra,VA 22314 Tampa,FL 33610-4115 If Svathern Pine i5l'or SPp)tunlber is sp"Ifiedl the desi:,li vaiues ate those ePPea , 412{l1 b ALK r !Dposed Job Truss Truss Type Qty Ply Elite Lot 28 11 th Street T4712296 130287 F16 Floor Truss 4 1 Job Reference o tional _ TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Wed Feb 0614:22:37 2013 Page ID:IrOLXRk3gbDbDxCOKEcOltzol Qg-woza W KDv6Ma75oLHE8XREAH L71ZnVQBugZzRGDznra 0-1-8 �,p H r 1-3-0 3 1-1-9-8 -n.i48 Scale=1:23.4 1.5x3 II 1.50 II 1.50= 1.5x3 II 1.50= 1 2 3 4 5 6 7 8 I6 17 14 13 12 11 10 3x5= 1.50 II 3x5= 2-9-0 8-6.8 11-0.8 13-9.8 2-9-0 5.9.8 2-60 Plate Offsets X Y: 9:0-2-0 Ede 15:0-2-0Ed e LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.63 Vert(LL) -0.10 11-12 >999 480 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.86 Vert(TL) -0.14 11-12 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.29 Horz(TL) 0.02 9 n/a n/a BCDL 5.0 Code FRC20101TPI2007 (Matrix) Weight:85 Ib FT=0%F,O%E LUMBER BRACING TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 15=739/0-5-8 (min.0-1-8),9=739/0-5-8 (min.0-1-8) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-818/0,3-4=-1321/0,4-5=-1321/0,5-6=-1247/0,6-7=-828/0 DOT CHORD 14-15=0/510,13-14=0/1120,12-13=0/1321,11-12=0/1321,10-11=011133,9-10=0/506 WEBS 7-9=-853/0,2-15=-860/0,7-10=0/581,2-14=0/555,6-10=-551/0,3-14=-545/0, 6-11=0/268,3-13=0/483,5-11=-283/33,4-13=-257/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 3)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1 Old(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. `tt t 1111111j11, LOAD CASE(S) Standard ♦♦� p,QV I N VFX i O •E S• �. N 68182 0 T F '• ,• Jli tillttll�� FL Cert. 6634 February 6,2 13 A IAARMNG Ver*design pararneters and READ NOTES ON THIS AND INCLUDED AHTEK REFERENCE PAGE AW 7473 BEFORE USE. Design valid for use only with MTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown � I! is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the 1t A Tek' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 'Vt 1 R fabrication.quality control,storage,delivery,erection and bracing.consult ANSI/TPII Quouly Criteria,DSB-89 and SCSI Building Component 69N Parke East Blvd. Salety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314 Tampa,FL 336104115 If Southern Pira(Spot SPp)lumber's specified the desigi aiue�are tihote ef!e 11 ?d 01 A1112 t;RLS or piopo5eii kry Sf}:fi: JobTruss Truss Type Qty Ply Elite Lot 28 11 th Street T4712297 130287 F17 Floor Truss 6 1 Job Reference(optional) TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Wed Feb 06 14:22:39 2013 Page ID:IrOLXRk3gbDbDxCOKEcQltzolQg-sA4Lw0F9ezgrK6UgMZZvKbNi86H0zJyB8tSYL6znra 0-1-8 H 1-3-0� 1-8-4 0 7-ate o-H8 Scale=1:26.9 1.5x3 II 1.5x3 II 1.5x3= 1.5x3 4x4— 1.5x3 — 1 2 3 4 5 6 7 8 9 10 19 20 17 16 15 14 13 11 3x5= 1.5x3 4x6= 3x5= 13-6-12 1 15 13.6.12 12-2 Plate Offsets X Y: 11:0-2-0 Ede 18:0-2-0 Ed e LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.53 Vert(LL) -0.09 14-15 >999 480 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.73 Vert(TL) -0.11 14-15 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.34 Horz(TL) 0.02 12 n/a n/a BCDL 5.0 Code FRC2010/TPI2007 (Matrix) Weight:102 Ib FT=0%F,0%E '.!+f"BER BRACING TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS (Ib/size) 18=643/0-5-8 (min.0-1-8),12=1529/0-5-8 (min.0-1-8) Max Grav 18=708(LC 3),12=1529(LC 1) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 11-20=-530/0,10-20=-530/0,2-3=-777/0,3-4=-1222/0,4-5=-1222/0,5-6=-1122/56, 6-7=-675/291,7-8=0/634,8-9=0/634 BOT CHORD 17-18=0/488,16-17=0/1057,15-16=0/1222,14-15=0/1222,13-14=-162/993, 12-13=-440/344,11-12=-375/0 WEBS 2-18=-823/0,2-17=0/522,3-17=-504/0,3-16=-97/418,7-12=-944/0,7-13=0/672, 6-13=-643/0,6-14=0/386,5-14=-454/0,9-11=0/664,9-12=-711/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 3x3 MT20 unless otherwise indicated. 111111 3)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ��,P(�\31 N V r1 4)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be ........ • `� •<' attached to walls at their outer ends or restrained by other means. CEN S•, �rj�-0i 5)CAUTION,Do not erect truss backwards. ,• F •.. LOADCASE(S) Standard Z N 68182 1)Floor:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) ' Vert:11-18=-10,1-10=-100 Concentrated Loads(lb) r Vert:10=475 SOT •.� `�P.',=`� I 011 i f/t/111111� FL Cert. 6634 February 6,2 13 0 WARNING Verify design parameters and READ NOTES ON THIS AND INCLUDED ISTEK REFERENCE PAGE P91 7473 BEFORE USE. Design valid for use only with Wek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional tempaory bracing to insure stability during construction is the responsibillity,of the tYYfl R A iTe ' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1 Il fabrication.quality control,storage,delivery,erection and tracing,consult ANSI/1PI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. - salety Irdormation available from Truss Plate Institute,781 N Lee Street,Suite 312 Alexondno.VA 22314 Tampa,FL 33610-4115 f Southern Ptae;SP or SP lumbers sce:.:fie.l.The deli:,1;a ue?Hrr..?floe e.f,;1:r<3d 1712.012 by ALS^,or f,mposed by SRI& -- Job Truss Truss Type Qty Ply Elite Lot 28 11th Street 74712298 130287 F18 Floor Truss 1 1 Job Reference(optional TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Wed Feb 06 14:22:39 A 3 Page ID:IrOLXRk3gbDbDxCOKEcOltzolQg-sA4LwOF9ezgrK6UgMZZvKbNpB6SbzOcB8tSYL6znra ON8 01148 Scale=1:22.3 1 2 3 4 5 6 7 8 9 10 11 21 24 i 22 21 20 19 18 17 16 15 14 13 12 3x3= 3x3— -- 13-3-8 13-3-8 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) 1/deft Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.08 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 12 n/a n/a BCDL 5.0 Code FRC20101TP12007 (Matrix) Weight:72 Ib FT=0%F,O%E LUMBER BRACING TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3(flat) REACTIONS All bearings 13-3-8. (lb)- Max Grav All reactions 250 Ib or less at joint(s)22,12,21,20,19,18,17,16,15,14,13 FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES 1)All plates are 1.5x3 MT20 unless otherwise indicated. 2)Gable requires continuous bottom chord bearing. 3)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 4)Gable studs spaced at 1-4-0 cc. 5)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 cc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. Ill l l l ltli'I LOAD CASE(S) Standard % �v N I� �� ,�P�G•E.NSF•�c'�'• *TF cc �U 4C/ FL Cert. 6634 February 6,2 13 A WARMNG Verify design parameters and READ NOTES ON THIS AND INCLUDED UTEX REFERENCE PAGE MT 747J BEFORE USE. Design volid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the 'Tel.6 A erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding IVt R fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/1PI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety IrdormoBon available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610-4115 If Southern Pire;SP or SP lumbers srye,-Ifi d.the desi n values are those et?e;11:r On�91,2(1112 t y ALK sr t>ra oseil kr SPIT. Job Truss Truss Type Oty Ply Elite Lot 28 11 th Street T4712299 130287 FT01 FLOOR 1 ` Job Reference o tional TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Wed Feb 0614:22:40 2013 Page I D:I rOLX Rk3gb DbDxCO KEcOltzo 1 Og-K Nej8M Fn PH yiyG3swG48spvm R W b2ifD KN XB5sYznr 3-6A 6-10-12 10-3-4 — _ 13-9-8 3-6-4 3-4 34-8 3.64 Scale=1:23.5 1.5x4 3x4 = 4x5= 1 4x5= 2 3x4— 3 4 5 7 5x5= Dtl 4� 5x5= 3x8= 2x4 I 3-6.4 6-10-12 10.3.4 13-9-8 r 3-6-4 ~ 3-4-8 3.4.8 3.6-4 Plate Offsets(X.Y): 1:0-2-0 0-1-12 5:0-2-0 0-1-12 7:0-2-4 0-2-8 9:0-2-4 0-2-8 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.94 Vert(LL) -0.13 8 >999 480 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.89 Vert(TL) -0.21 8 >782 360 BCLL 0.0 Rep Stress Incr NO WB 0.79 Horz(TL) 0.03 6 n/a n/a BCDL 5.0 Code FRC2010/TPI2007 (Matrix) Weight:143 Ib FT=0 LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD 2-0-0 oc purlins(3-7-5 max.):1-5, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3`Except* 1-9,2-8,4-8,5-7:2x4 SP No.2 REACTIONS (Ib/size) 10=3206/0-5-8 (min.0-1-14),6=3206/0-5-8 (min.0-1-14) a. FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-10=-3143/0,1-2=4960/0,2-3=-6491/0,3-4=-6491/0,4-5=4960/0,5-6=-3143/0 BOT CHORD 8-9=0/4960,7-8=0/4960 WEBS 1-9=0/5379,2-9=-2447/0,2-8=0/1716,3-8=-1506/0,4-8=0/1716,4-7=-2447/0, 5-7=0/5379 NOTES 1)2-ply truss to be connected together with 10d(0.131"0")nails as follows: Top chords connected as follows:2x4-1 row at 0-6-0 oc. Rottom chords connected as follows:2x4-1 row at 0-9-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. %+`+11111I 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply `% O 4 N V connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. `� PQ• E� r "� mi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ��'Q \ E N ,hical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ; C' `SSC •,. 5)Recommend 2x6 strongbacks,on edge,spaced at 10-G-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbad to be ` attached to walls at their outer ends or restrained by other means. N 6818 2 LOAD CASE(S) Standard 1)Floor:Lumber Increase=1.00,Plate Increase=1.00 4• •: Uniform Loads(plf) T F Vert:1-5=-465(F=-365),6-10=-10 FL Cert. 6634 February 6,21C 13 A WARNING Verify design parameters and READ NOTES ON THIS AND INCLUDED IGTEK REFERENCE PAGE Mti 7473 BEFORE USE. N1Design void for use only with MiTek connectors.This design is based only upon parameters shown,and is for on individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the tYt It k iTeill erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding R fabrication,quality control,storage,delivery.erection and bracing,consult ANSiMll Quality Criteria.DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informallon available from Truss Plota Institute 781 N.Lee Sheet Suite 312 Alexondna.VA 22314 Tampa,FL 33610-4115 f Southern Pirie;SP or SPp) s s.e,:fia 1,fh.rft sl^1.,a e,:are.lfo a e}t; t r i?,01 2f11�t:t L�: tlo ed by P:6 _— r Job Truss Truss Type Qty Ply Elite Lot 28 11 th Street T4712300 130287 FT02 FLOOR 1 3 Job Reference o tional TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Wed Feb 0614:22:41 2013 Page ID:Ir0LXRk3gbDbDxCOKEcQltzolQg-oZCSLiGPAa4ZZPe2TzbNPOSznw_AR3bUbBxeP_znrZ 6-3-15 9-5-0 12-6-1 15-7-3 18-10-0 +--- 3-2-13 3-1-1 3-1-1 3-1-1 31-1 3-2-13 Scale:3/8"=1' 3x4= 1.5x4 3x4 = 4x4= 4x8= 1 4x6 = 24x4= 3 5 6 7 .j I I 13 12 11 10 9 4x8 3x4 14x6= 4x4 = 3x8= 4x4= 3x4 I i 3-2-13 6-3-15 9-5-0 12-6-1 15-7-3 18-10-0 i 3-2-13 3-1-1 3-1-1 3-1-1 3-1-1 3-2-13 Plate Offsets MY):: 1:0-2-0 0-2-0 2:0-1-12 0-1-12 6:0-1-120-1-12 :0-2-00-2-0B:Ed a 0-3-8 9:0-2-0 0-2-0 10:0-1-12 0-1-12 12:0-1-12 0-1-12 13:0-2-00-2-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.78 Vert(LL) -0.27 11 >817 480 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.64 Vert(TL) -0.43 11 >523 360 BCLL 0.0 Rep Stress Incr NO WB 0.97 Horz(TL) 0.07 8 n/a n/a BCDL 5.0 Code FRC2010/TPI2007 (Matrix) Weight:296 Ib FT=0% LUMBER BRACING TOP CHORD 2x4 SYP SS TOP CHORD 2-0-0 oc purlins(5-11-7 max.):1-7, except end verticals. BOT CHORD 2x4 SYP SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3*Except* 1-13,2-12,3-11,5-11,6-10.7-9:2x4 SP No.2 REACTIONS (lb/size) 14=5816/0-5-8 (min.0-2-5),8=5816/0-5-8 (min.0-2-5) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-14=-5711/0.1-2=-8937/0,2-3=-14144/0,3-4=-15868/0,4-5=-15868/0,5-6=-14144/0, 6-7=-8937/0,7-8=-5711/0 '=CHORD 12-13=0/8937,11-12=0/14144,10-11=0/14144,9-10=0/8937 1-13=0/9954,2-13=-4879/0,2-12=0/5949,3-12=-2828/0,3-11=0/1970,4-11=-1905/0, 5-11=0/1970,5-10=-2828/0,6-10=0/5949,6-9=-4879/0,7-9=0/9954 NOTES 1)3-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x4-1 row at 0-9-0 oc. `,,j11111!/l►►► Webs connected as follows:2x4-1 row at 0-9-0 oc. ��1 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply `� PQ......... [.]7 connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. ��`'0•"".GEN S•• 3)Girder carries tie-in span(s):8-0-0 from 0-0-0 to 18-10-0 4)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. i 5)Graphical purlin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. tai 68182 6)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-1 Od(0.131"X 3")nails. Strongbacks to be �t attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 1)Floor:Lumber Increase=1.00,Plate Increase=1.00 i O'. T F W Uniform Loads(plf) Vert:1-7=-617(F=-152),8-14=-10 ice' S•. `Q P��_`� i��s • N AL E`,.��` I, !►nn1111 i FL Cert. 6634 February 6,2 13 AWARWNG.Verify design parameters and READ NOTES ON 77X3 AND INCLUDED AHTEX REFERENCE PAGE MI 7473 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery.erection and bracing,consult ANSIMI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. tntety Informal available from Truss Plate Institute,781 N.Lee Street.Suite 312 Alexandria.VA 22314 Tampa,FL 336ID-4115 v zp or SP lumber is s'e;:itidd,lhe clesi:•rr value ate".ha e rJ cct ra e} ill 2f1i2 b• L 3%;r f ro'?ased tr cP6: Job Truss Truss Type Qty �Ply �Elite Lot 2811th Street T4712301 130287 FT03 FLAT TRUSS i 3 Job TRUSSMART BUILDING COMPONENTS,Midway,GA,31320,Hampton Inn 7.350 s Sep 26 2012 MiTek Industries,Inc.Wed Feb OB 14:34:58 2013 Page 1 ID:IrOLXRk3gbDbDxCOKEcOltzolOg-SHWN_3t7f?gz47ooOpBORT2??dHdWyz4Mz7nmznrOR 3 1-0 5 10 8 8-8 0 11-2-13 13 9 10 16-4;7 18-11-4 21-2-0 3-1-0 2-9-8 2-9 8 2-6-13 2-6-13 2-6 13 2-6 13 2- 12 2 Scale=1:35.6 TRUSS NOT SYMMETRIC DO NOT ERECT THE TRUSS BACKWARDS i 1.5x4 II 1.5x4 II 1.5x4 II 2 4 5 21 8 19 1817 16 15 14 13 12 11 20 2x4 11 2x4 II 4x6 — 3x8— 2x4 2x4 II 3x8— 2x4 II 16-4-7 1 2-9-8 2 13 2-6-13 1 0-- LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.32 Vert(LL) -0.04 13-14 >999 480 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.22 Vert(TL) -0.10 13-14 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.47 Horz(TL) 0.02 12 n/a n/a BCDL 10.0 Code FRC2010/TP12007 (Matrix) Wind(LL) 0.04 13-14 >999 240 Weight:363 lb FT=0% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD 2-0-0 oc purlins(6-0-0 max.):1-10, except end verticals. BOT CHORD 2x6 SYP SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3 6-0-0 oc bracing:11-12. ^x1S (Ib/size) 20=2601/0-10.8 (min.0-1-8),16=6369/0-11-0 (min.0-3-3),12=522510-5-8 (min.0-2-10) Max Horz 20=41(LC 6) Max Uplift 20=-704(LC 4),16=-1699(LC 4),12=-1462(LC 5) Max Grav 20=3321(LC 13),16=8137(LC 13),12=6684(LC 13) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-20=-2510/554,1-2=-3574/743,2-3=-35741743,3-4=-171/756,4-5=-171/756, 5-21=-4462/946,6-21=-4462/946,6-7=-35541736,7-8=-3554/736,8-9=-256/1117, 9-10=-256/1117 BOT CHORD 18-19=-743/3574,17-18=-743/3574,16-17=-743/3574,15-16=-946/4462,14-15=-946/4462, 13-14=-946/4462,12-13=-736/3554 WEBS 1-19=-804/3801,2-19=-1247/323,3-18=-209/1216,3-16=-5010/1059,4-16=-1198/306, 5-16=-6175/1300,5-15=-354/1922,6-13=-1074/248,6-14=-290/100,8-13=-319/1718, 8-12=-5527/1175,9-12=-1251/312,10-12=-1399/323 NOTES `ttttt11111111j11 1)3-ply truss to be connected together with 10d(0.131"x3")nails as follows: � &IN Vic #0� ........... Top chords connected as follows:2x4-1 row at 0-9-0 oc. �� OQ ��. Bottom chords connected as follows:2.6-2 rows staggered at 0-9-0 oc. ,�� , .•"�CE N S .. �� Webs connected as follows:2x4-1 row at 0-9-0 oc. '• �' i 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. N 68182 3)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=6.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat. * ' ll;Exp B;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left exposed;Lumber DOL=1.60 plate grip DOL=1.60 ' 4)Provide adequate drainage to prevent water ponding. - T F �U 5)All plates are 3x4 MT20 unless otherwise indicated. 4J 6)This truss has been designed fora 10.0 psf bottom chord live load nonconcurreal with any other live loads. 7)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide �� •\ will fit between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 704 Ib uplift at joint 20,1699 Ib uplift at joint 16 and 1462 Ib uplift at joint 12. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 10)Design assumes 4x2(flat orientation)purlins at oc spacing indicated,fastened to truss TC w/2-10d nails. 11)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)532 Ib down and 111 Ib up at FL Cert. 6634 -4 n to chord. The design/selection n/selection of such connection device(s)is the responsibility of others. 71 0 o p 9 February 6,201 LOAD CASE(S) Standard --- USK ,; sig e o eth Mi pmnm era an - . Design valid for use only with MTek connectors.This design n based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the MiT®k erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI1711 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. safety Irdorma8on available from Truss Plate Institute.181 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa,FL 33610-4115 11 Southern Pint;SP or SP lumber s s e:Ifitd.the desi n,°slues are those eff,.c.11:,0601 2012 tq,t S n?o.e t tr =P:fi: —_ _._ Job Truss Truss Type Qty Ply Elite Lot 28 11th Street 74712301 130287FT03 FLAT TRUSS 7 k:"BUILDING COMPONENTS,Midway,GA,31320,Hampton Inn 7.350 s Sep 26 2012 MiTek Industries,Inc.Wed Feb 06 14:34:58 2013 Page 2 ID:IrOLXRk3gbDbDxCOKEcQltzol Qg-SH W N_3t7f_?gz47ooOpBORT2??dHd Wyz4Mz7nmznrOR "ASE(S) Standard ,. I, Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-10=-360,11-20=-301(F=-281) Concentrated Loads(lb) Vert:10=-411 i i I ,��It111111/!!! 0U 1 N V P N 68182 cc 0�. T F tL • , 7c moi,!SS •.. •• � `�� ✓7►1111111��, FL Cert. 6634 February 6,201 en esrga parameters an - - �. — Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for on individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and brocing,consult ANSI/TPII Quality Criteria,OSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Intormallon available from Truss Plate Institute,781 N.Lee Sheet,Suite 312,Alexandria,VA 22314. Tampa,FL 33610-4115 it Southern Plnc ISp or SP lurnTer m speslfi d,the deli:i1,°aluep are€hose efto five tk g12it1?b ALSC or rTs sed SPl6: Job Truss Truss Type Qry Ply Elite Lot 28 11th Street 74712302 130287 FT04 FLOOR 1 2 Job Reference(optional) TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Wed Feb 06 14:22:44 2013 Page ID:IrOLXRk3gbDbDxCOKEcQltzolOg-D8uE_kJITVS8QtNd96940f4Ss734efSwl99J?JznrZ 5-4-0 Scale=1:14.2 1 3x4= 2 2x4 11 5 6 3x5 4x4 = i- 5-4-0 -I 5A-0 Plate Offsets X Y: [3:0-1-12,0-2-01,[4:0-1-12,0-1-41 LOADING(psi) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.92 Vert(LL) -0.06 3-4 >999 480 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.44 Vert(TL) -0.09 3-4 >642 360 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 5.0 Code FRC2010/TP12007 (Matrix) Weight:63 Ib FT=0 LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD 2-0-0 oc purlins:1-2, except end verticals. BOT CHORD 2x6 SYP SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS (Ib/size) 4=1643/0-3-8 (min.0-1-8),3=1176/0-5-8 (min.0-1-8) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-274/0,2-3=-251/0 BOT CHORD 4-5=0/298,5-6=0/298,3-6=0/298 NOTES 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-7-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 4)Graphical pudin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. ` ��CIO N V 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be ` attached to walls at their outer ends or restrained by other means. �� 0 •E• �(� d Fianger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1132 Ib down at 1-1-12,and 1132 Ib , y\C' N s*-•. down at 3-1-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. ` N 68182 1_01"CASE(S) Standard * ••• 1)Floor:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:1-2=-100,3-4=-10 Concentrated Loads(lb) O'.• T F •:40 Vert:5=-1 132(B)6=-1 132(B) 111;, 1111Ate `` FL Cert. 6634 February 6,2 13 Q WARMNG Verify design parameters and READ NOTE.0 oN THIS AND INCLUDED MTEK REFERENCE PACE#917473 BEFORE USE. Design valid for use only with MTek connectors.This design is based only upon parameters shown,and is for on individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek" erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/1PI7 QuaBty Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute 761 N.Lee Street,Suite 312 Alexandria,VA 22314 Tampa,FL 33610-4115 f Sull2tler plt'c i'vD 4r CD lumbers 3:e..:fled.Lt r CIERI:f?Ya+0e8 tlrt'tf1D e Pffccclw. tY,01 x 02 t LSC;1r,mposed by PT. VV Civ Z� rn D v,00 �N 4 D LA :19 Z D x rn m rn mm Z o °7 P H a ° I I O "pp- c C. D m 9 C D 0 p pate, O 3� � � m33. oa C O (D n c) n z :3 m z N (D 63v �2mEq �o �Q 0 �o� s 6g o (u � moo a_ 3Doon D a Q°C)0 7 7 7 3 Q-o a-o n m O.m M H 7.� to D a-0 3 v, Z �ODa5.12 F,-607 ncm0H ° N '� m � X C4 onao m7 �D � 3 ° m m D 7 � -g ° 03 oQr, �° �. O 0 :3 Q-a ifs=" cD � 7a �m� ° o 6 �o � q01 � oo�m 07m ° o � m �u p ° a 2a m , m 2 °�•�,�° � � m �3fl � �y z � Ocm �o o� ' � � � 39 5- z 'n m � a mom ° m �m �Qa°. 6(D :3 u �.� m°CL a0 3 `- 30 0o ao� °o ,-0F n0 2100 ,gym 7 mp (.( - CD N O � n.n 7'CL j 0 20um, � N (D Y: ° 070 O v, m m !0 CD � jo N � (000� m 3a v Npo c m of x (D Z fl C 7 u Q 7 ( �. 0 S O ^ ID m m M- z 11 D TOP CHORD Q y A N C) C 2 m.�O m 0 <C (D A n 0 m m O CI-8 J Q p �.fD m C a H OZN � �/YDy,, D(p (mi,m 'm0 ~ mZ mm ��• P (D ° m7 W :E6 Z1A O n rn0 m ^ A 7 yN xC7 (�7 W N H O cZ O � rT A A7 <>3(.,�n 3 PW m w Nz w (p �amy -o?c J NN D H HD 0 mUOL Ohm a Cr m.CA m a D V - 27 = N m ( Q CD-0 0 g, a Z7� 0 m �Z � O 3 �• O c O n OO arflO� Do�°N. W'o < zm n m N 10 s to ^oc < na�oo' V0 D T DM 0 w p0 m N Nma�QZ�C N H m0 my 70 a3 m rD al M-4� J m m N A W r VJ 7 S a04 y" ° N m O� f�O `C` ��' 3Nomo o co z zA a� /N_� A ° C, �° v y m 7 w m D m �� o v� ° m .Z1• N O• ( p z P W3-6 W n :3 Q —0- ti 1A -i fl y'x f•,n m \ m m m Cn C4-5 A ^� TOP CHORD OL N �o m V P Q Q O •O W V O (n A W N � O Do ° A cmc N ° O n eco .�O .O 3— jv 0 cc �c 50 OOv () Oav '"Z a39 4D 3 C (z�• aas. o.< � o v > 0 U= 0� 0 °3 am 0 0 `Dm of 0 a3(°,D c- °Q� 'm 8) <,c" oa Q (D �� vf �� 0 00 =3 (oo �� m� 0%'Do 3:(D oo <0 3av m m�((D 3m (0 20 '03 (Q _� �Ng (o,� � a °� 3 °o a° aim o� ° o �Dm nm 'c o3� m oma ((om °cma� $� 0 -n cc3 �-0 36 o ° ° °a n3 Na mH mo7 IDN m 3� (Duo - � aN °a a07on3 xQ � O om ? IT a 70 'o m °„ 3m o o a 3 mm7 0 o �- � - o m7� < m » �o a�N 7 m (° am � o of 5) t' o- p 3 00 a-COD m 7m on �v c ?�. ao o'o a2 c _° a>_ 7m min - °� CD mo moo z m• . o �`- 0m °� 3 � 0 "2 a� aem ° °« ° oc� oW o`°�m (oo c S o> a Q QL � 2 f N� 0� oo co a°n a oa (0i ^ a ?m2 a"- N9° a _.n O n o� m �° c m3 0 0° Ro 07 ao 0--o m � 3 ��. oo° (� m < �(� (DDO-`a„ on Q O c �m X03 m m mo (�� m �.o m°n ioa 30 fo Deo No0 op i3Ra� fo C m �m g�gR .min m N cV o0. mm f° a ~O' °C 7c N� (p -off er ao Sa Q- o La 33 a 0 N no n @o �G)a <� o� D� �°? 9 '007 Q(o m< 'm2 �' n � j n ° a o W �0 9 � mQ �� ff� g ��o ° no - �N Q Q ° mm ° o_ 7 °0 0 � 0 00 0 ° om vv m� o `m mf _om (D Cn 1' o � Q ' Q a m v m� a o° � ' ' �° o� _o °n 7 fa ao Nn' a3 N o �� 0_a o� ao 7O W o7 0 �� ?> > mm f f £ o� m ° m 3 N j n'a Q n 3 a - m (o R m fD �(P O ° c ((D v ° °o ° a CD o tD. m g a a ° ` 3 070 Z -a o s� 3 O 3 (D N JANUARY 1, 2009 STANDARD RIBBON BLOCK DETAIL ST-RIBBON MiTek USA,Inc. Page 1 of 1 aaaa 0 00 0 00 MiTek USA,Inc. Z Z T T FASTEN RIBBON BLOCK TO END VERTICAL WITH FASTEN RIBBON BLOCK TO END VERTICAL WITH TWO ROWS OF 10d NAILS(.120"DIA.X 3")SPACED TWO ROWS OF 10d NAILS(.120"DIA.X 3")SPACED 4"O.C.(USE THREE NAILS MINIMUM) 4"O.C.(USE THREE NAILS MINIMUM) FEBRUARY 8, 2008 FLATERAL BRACING RECOMMENDATIONS ST-STRGBCK 00 ® MiTek Industries,Chesterfield,MO Page 1 of 1 . �o0 TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS, a 2x6"STRONGBACK" IS RECOMMENDED, LOCATED EVERY 8 TO 10 FEET ALONG A FLOOR TRUSS. MiTek Industries,Inc. -- — --- — --- — NOTE 1:2X6 STRONGBACK ORIENTED VERTICALLY MAY BE POSITIONED DIRECTLY UNDER THE TOP CHORD OR DIRECTLY ABOVE THE BOTTOM CHORD. SECURELY FASTENED TO THE TRUSS USING ANY OF THE METHODS ILLUSTRATED BELOW. NOTE 2:STRONGBACK BRACING ALSO SATISFIES THE LATERAL BRACING REQUIREMENTS FOR THE BOTTOM CHORD OF THE TRUSS WHEN IT IS PLACED ON TOP OF THE BOTTOM CHORD,IS CONTINUOUS FROM END TO END, CONNECTED WITH A METHOD OTHER THAN METAL FRAMING ANCHOR,AND PROPERLY CONNECTED, BY OTHERS, AT THE ENDS. ATTACH TO VERTICAL ATTACH TO VERTICAL INSERT WOOD SCREW THROUGH OUTSIDE I USE METAL FRAMING WEB WITH(3)-t NAILS SCAB WITH(3)-10d NAILS FACE OF CHORD INTO EDGE OF STRONGBACK ANCHOR TO ATTACH (0.131"x 3") (DO NOT USE DRYWALL TYPE SCREWS) TO TOP CHORD (0.131"x 3") ATTACH TO VERTICAL WEB WITH(3)-10d NAILS (0.131"x 3") BLOCKING BEHIND THE ATTACH 2x4 VERTICAL TO FACE ATTACH TO CHORD VERTICAL WEB IS OF TRUSS. FASTEN TO TOP AND WITH TWO#12 x 3" RECOMMENDED WHILE BOTTOM CHORD WITH(2)-10d WOOD SCREWS(.216"DIAM.) NAILING THE STRONGBACK NAILS(0.131"x 3")IN EACH CHORD USE METAL FRAMING ATTACH TO VERTICAL INSERT SCREW THROUGH OUTSIDE ANCHOR TO ATTACH ATTACH TO VERTICAL SCAB WITH(3)-IOd NAILS FACE OF CHORD INTO EDGE OF TO BOTTOM CHORD WEB WITH(3)-10d NAILS (0.131"x 3") STRONGBACK(DO NOT USE (0.131"x 3") DRYWALL TYPE SCREWS) TRUSS 2x6 4-0-0 WALL BLOCKING STRONGBACK (TYPICAL SPLICE) (BY OTHERS) BY OTHERS) THE STRONGBACKS SHALL BE SECURED AT THEIR ENDS TO ADEQUATE SUPPORT, DESIGNED BY OTHERS. IF SPLICING IS NECESSARY,USE A 4'-0"LONG SCAB CENTERED ON THE SPLICE AND JOINED WITH(12)-10d NAILS (0.131"x 3") EQUALLY SPACED. ALTERNATE METHOD OF SPLICING: OVERLAP STRONGBACK MEMBERS A MINIMUM OF 4'-0"AND FASTEN WITH(12)-10d NAILS(0.131"x 3")STAGGERED AND EQUALLY SPACED. (TO BE USED ONLY WHEN STRONGBACK IS NOT ALIGNED WITH A VERTICAL) iY JANUARY 1 , 2009 STANDARD DETAIL FOR ALLOWING A DECK ST-DECK LEDGR LEDGER CONNECTION TO A FLOOR TRUSS �a�a= MiTek USA,Inc. Page 1 Of 1 I�L—IE 0 00 0 00 a MiTek USA,Inc. LADDER TRUSS WITH 4X2 SPF NO.2 MINIMUM CHORD LUMBER,WEBS SHALL 2x4 BAND BE 4X4 STUD HF,SPF,DF OR SYP AT 16"O.C.MAX. FASTENER(S)SPECIFIED DOUBLE END BY OTHERS VERTICAL FLOOR BLOCKI[7 NG PER 41 BUILDING DESIGNER FASTENERS)SPECIFIED LEDGER SPECIFIED BY OTHERS. BY OTHERS O LEDGER SPECIFIED c o. FLOOR TRUSSES BY OTHERS 24"O.C.MAX. O TYPICAL FLOOR o LADDER FRAME TO BE TRUSS CONTINUOUSLY SUPPORTED BEARING AT END OF TRUSS FLOOR TRUSS PERPENDICULAR FLOOR TRUSS PARALLEL TO BEARING WALL TO BEARING WALL N.T.S. N.T.S. OTHER FRAMING ELEMENTS OTHER FRAMING ELEMENTS NOT SHOWN FOR CLARITY NOT SHOWN FOR CLARITY NOTES: DETAIL PERMITS A MAXIMUM OF TWO 1/2"DIA.THRU BOLTS OR LAG SCREWS TO BE INSTALLED ALONG THE VERTICAL CENTER LINE AND INTO THE DOUBLE END VERTICAL OF FLOOR TRUSSES OR INTO THE 4X4 VERTICALS OF A LADDER TRUSS. FASTENERS SHALL NOT INTERFERE WITH ANY JOINTS OR CONNECTORS WITHIN THE FLOOR OR LADDER TRUSS AND BE INSTALLED PER NDS. CAPACITY OF CONNECTION SHALL BE SPECIFIED BY THE BUILDING DESIGNER.REFER TO NATIONAL,STATE,LOCAL BUILDING CODES OR STANDARD INDUSTRY DETAILS APPROVED BY THE BUILDING OFFICAL. DETAIL HAS CONSIDERED VERTICAL LOAD CAPACITY OF THE FASTENERS ONLY.ALL OTHER FRAMING ELEMENTS REQUIRED TO SUPPORT AND OR RESIST ANY OTHER LOADS AND OR FORCES SHALL BE THE RESPONSIBILITY OF OTHERS. DESIGN OF ALL DECK OR PORCH COMPONENTS SHALL BE BY OTHERS. JANUARY 1, 2009 FLOOR TRUSS BLOCKING DETAIL j ST-LEDGR2A MiTek USA,Inc. Page 1 of 1 2 x UPLIFT LEDGER. SECURE TO uLLL_�JJJ GIRDER TRUSS WITH CONSTRUCTION 0 0o QUALITY ADHESIVE AND 10d NAILS (0.131"diam.X 3"long)AS FOLLOWS: GIRDER TRUSS SINGLE TOP CHORD-1 ROW @ 3"O.C. MiTek USA,Inc. DOUBLE TOP CHORD-2 ROWS @ 3"O.C. (1 ROW IN EACH CHORD MEMBER) 2 x_LEDGER. SECURE TO GIRDER TRUSS WITH CONSTRUCTION QUALITY ADHESIVE AND 10d NAILS (0.131"diam.X 3"long)AS FOLLOWS: SINGLE BOTTOM CHORD-1 ROW @ 3"O.C. DOUBLE BOTTOM CHORD 2 ROWS @ 3"O.C. ATTACH TRUSS TO BOTTOM TIE-IN SPANS ( CHORD 1 ROW IN EACH CHORD MEMBER) NAILS THROUGH 10d THR UGH V RTICAL MAX.LOAD APPLIED TO LEDGER (PLF) SYP DOUG-FIR SPF/HF SINGLE CHORD 404 372 316 DOUBLE CHORD 808 744 632 NOTE:VALUES BASED ON FOLLOWING VALUES SYP=101#/nail DF=93#/nail SPF=79#/nail " JANUARY 1, 2009 STANDARD DETAIL FOR ATTACHING A LEDGER ST-LEDGR TO THE SIDE OF A FLOOR TRUSS GABLE �(� ® MiTek USA,Inc. Page 1 of 1 =Ell 000 MAX.WALL LOAD=800 PLF MiTek USA,Inc. FLOOR GABLE TRUSS WITH SPF NO,2 MINIMUM OP CHORD LUMBER. FLOOR TRU S MAX LOAD ON LEDGER=480 PLF HEATHING DEPTH-14", 16",16",OR 20" 24"MAX SHEA HING 4X4 STUDS AT 16"SPACING MAX. BRG.WALL (HF,SPF,DF,OR SYP) I A ACH LEDGER(DESIGNED BY OTHERS)WITH TWO 1/2"DIAMETER ASTM A307 BOLTS WITH WASHERS AT EACH STUD LOCATION. (MINIMUM 2X8 SPF NO.2) Solid Sawn lumber Connectors FACE MOUNTSOLID SAWN LUMBER I ra m . These products are available with additional corrosion protection.Additional products on ,These products are approved for installation with the Strong-Drive SD Structural- this page may also be available with this option,check with Simpson Strong-Tie for details. Connector screw.See page 30 for the correct substitution and SD screw size. Dimensions I Fasteners OF/SP Allowable Loads Installed Joist Model No. Go M10/ Header Uplift Floor(100) Snow 115 Roof(125 Cost Code Size W H B Max 10d 16d Joist (160) 10d 16d 10d 16d 10d 16d ICICI) Ref. SAWN LUMBER SIZES LU24 201 1s/,6 3'/a 1'h — I 4-10d 4-16d 2-10dx11/ 265 465 555 530 635 575 685 Lowest 2x4 LUS24 18 1%6 3'/a 1Y — 4-10d — 2-10d 490 670 — 765 — 825 — 1 3% U24 16 19/6 3'/a 1'fi — 4-10d 4-16d 2-10dx1'/z 265 485 575 550 655 595 705 67% HU26 14 19/,6 31,6 2% — — 4-16d 2-1Odx1'h 335 — 595 — 670 — 720 19 DBL LUS24-2 18 3'h 3Ye 2 — — 4-16d 2-16d 440 — 800 — 910 — 98: Lowest 2x4 U24-2 16 3A 3 2 — 4-10d 4-16d 2-1Od 370 485 573 550 655 595 71', 33% HU24-2/HUC24-2 14 319 3'/16 2'h — — 4-16d 2-1Od 380 — 595 — 6700 — 7?� 240% LUS26 18 19/,6 49/9 1A — 4-10d — 4-10d 1165 865 — 990 — 1070 -- Lowest v LU26 20 19/6 434 1'h — 6-10d 6-16d 4-10dxi'h 565 700 835 795 950 860 10;' 6% U26 16 19/,s 43/4 2 — 6-10d 6-16d 4-10dxl'f 585 730 865 875 980 8901 'n5= 43% 17,F6,L'7 2x6 LUC26Z 18 19X6 43/9 1A — 6-10d 6-16d 4-10dx1'h 730 710 845 810 965 875 1040 160% V HU26 14 1"/+c 3'X6 2'X — — 4-16d 2-10dxl'h 335 — 595 — 970 — 72'0 179% � HUS26 16 1'A9 5% 3 — — 14-16d 6-16d 1550 — 2720 — 3095 — 333. 276% LUS26-2 18 319 47A 2 — — 4-16d 4-16d 1165 — 1i 3", -- 1180 -- 17', • U26-2 16 3'/9 5 2 — 8-10d 8-16d 4-10d 740 975 1150 1100 13005 1185 1-110 179% c �B6 HUS26-2 14 3A 53/,6 2 — — 4-16d 4-16d 1235 — 106: — 1210 — 14 3A 5A 2'/z Min — 8-16d 4-10d 760 — 1190 — 1345 233% y HU26 2/HUC26 2 14 319 53/6 2'h Max — 12-16d 6-10d 1135 — 1785 — 2015 — 254% LUS26-3 18 4516 4% 2 — — 4-16d 4-16d 1165 — 1030 — 1180 — 1280 y TPL 2x U26-3 16 45/6 4'4 2 — 8-1Od 8-16d 4-10d 740 975 1150 1100 1305 1165 1410 160 14 4"A,6 5'h 2'h Min — 8-16d 4-10d 760 — 1190 — 1345 --- 1445 HU26-3/HUC26-3 14 4111s 5'h 2'h Max — 12-16d 6-1Od 1135 — 1785 — 2015 — 2165 LUS26 18 19/,6 494 1 A — 4-10d — 4-10d 1165 8105 — 990 — 10P) - Lowest LU26 20 13X6 434 1'h — 6-10d 6-i6d 4-1Odxl1h 565 700 835 795 950 860 6% - LUS28 18 19X6 6% 134 — 6-10d — 4-10d 1165 1100 --- 1255 --- 13610 23% LU28 20 19X6 63/6 116 — 8-10d 8-16d 6-1Odxi'h 850 930 1110 1060 1270 115 39% 2x8 U26 16 1'/16 414 2 — 6-1Od 6-16d 4-10dx1'h 58 1) 130 86:• 625 :•: 43% - LUC26Z 18 19X6 434 134 — 6-10d 6-16d 4-1Odxi'h 730 710 845 810 965 875 1040 160% HU28 14 19/16 514 2A — — 6-16d 4-1Odx1'h 610 — 895 — — 251% HUS26 16 15/9 53/4 3 — — 14-16d 6-16d 1550 — 27211 -- t1'), 3' 276% 17,F6.1_' S HUS28 16 15/6 7 3 — — 22-16d 8-16d 2000 — 3965 — 4120 — 4220 409% LUS26-2 18 3% 474 2 — — 4-16d 4-16d 1165 — 1030 — 1180 — 1260 Lowest t[� LUS28-2 18 3'h 7 2 — — 6-16d 4-16d 1165 — 1315 — 1500 — 1625 8% DBL U26-2 16 3'16 5 2 — 8-10d 8-16d 4-10d 740 975 1150 1100 1305 1185 1410 65% 2x8 HUS28-2 14 3'/9 73/16 2 — — 6-16d 6-16d 1550 — 1595 — 1815 — 196: 188% HU28-2/HUC28-2 14 3'1A 7 2'/z Min — 10-16d 4-10d 760 — 1490 — 1680 1805 397% 14 3'/s 7 2'h Max — 14-16d 6-10d 1135 2085 2350 2530 418% LUS28-3 18 45/9 61/4 2 — — 6-16d 4-16d 1165 — 1315 — 1:,00 — 16 W PL 2x U26-3 16 4Y9 4'4 2 — 8-10d 8-16d 4-1Od 740 975 1150 1100 1305 1195 1410 HU26-3/1-1026-3 14 4"/16 5'/z 2'h Min — 8-i6d 4-10d 760 — 1190 _ 1345 — 4a,. 160 14 4"/,6 5'h 2'/� Max 12-16d 6-10d 1135 1785 2015 21 5 U QUAD HU28 4/HUC28 4 14 6'/a 65/6 2'h Min — 10-16d 4-16d 900 — 1490 — 1680 — 1805 2x8 14 fits 65/6 212 Max — 14-16d 6-16d 1345 — 2085 — 2350 — 2530 LUS28 18 19/,6 6A 134 — 6-10d — 4-10d 1165 1100 — 1255 — 1360 — Lowest 0 LU28 20 19/,6 63/6 1'/3 — 8-1Od 8-16d 6-1Odx1'/2 850 930 1110 10130 1271) 115,! 13 13% „0, LUS210 18 19X6 TAe 134 — 8 lOd — 4-10d 1165 1340 — 1525 — 1650 15% LU210 20 19X6 7'3X6 1'/z — 10-10d 10-16d 6-1Odxllh 850 1165 1390 1325 158[0 1435 1715 28% 2x10 U210 16 11& 7t3/1c 2 — 10-10d 10-16d 6-10dx1'h 1110 1215 1440 1375 1635 1485 168 76% 7 LUC210Z 18 19X6734 134 — 10-10d 10-16d 6-10dx1'h 1100 1185 1410 1345 1605 1455 1735 180% m HU210 14 19X6 7A 2% — — 8-16d 4-10dx1''A 610 — 1190 — 1.345 1 — 144.: 225% HUS210 16 15A 9 3 — — 30-16d 10-16d 3000 - 425;• 44451 4575 450% 17,F6, h LUS28-2 18 3'/9 7 2 — — 616d 416d 1165 — 1315 — 1500 -- 1625 Lowest LUS210-2 18 319 9 2 — — 8-16d 6-16d 1745 — 1830 — 2090 — 2265 34% A U210-2 16 319 8h 2 — 14-10d 14-16d 6-10d 1110 1705 2015 1930 2285 1 2075 2465 88% N DBL HUS210-2 141 3'/9 93/16 2 — — 8-16d 8-16d 3295 — 2125 — 2420 — 2615 217% ci 2x10 HU210-2/ 14 3'/9 813/,6 2'/2 Min — 14-16d 6-10d 1135 — 2085 — 2350 — 2530 441% HUC210-2 14 3'h 8t3/,6 2'h Max 1 — 18-16d 10-10d 1895 — 2681 — 3020 — 1 3250 467% HHUS210-2 14 3%6 8%a 3 — — 30-16d 10-16d 4000 — 563: 6380 - 00880 LUS28-3 18 45/9 614 2 — — 6-16d 4-16d 1165 — 1315 — 1500 — 10;' 160 LUS210-3 18 41e 83A6 2 — — 8-16d 6-16d 1745 — -- 2090 --- 226;• TPL U210-3 16 45/9 73/4 2 — 14-10d 14-16d 6-10d 1110 1705 1'.130 2285 21)75 246`, 2x10 HU210-3/ 14 4"X6 89A6 2'h Min — 14-16d 6-1 0d 11.35 2!)65 — 2350 — 2530 17,F6,L11 HUG210-3 14 4"/,6 89/16 2'h Max — 18-16d 10-10d 1895 — 2684 3020 3250 HHUS210-3 14 4"/16 9 3 — — 30-16d 10-16d 4000 — 5635 — 6380 — 6880 HGUS210-3 12 4'1:. 9'/a 4 — — 46-16d 16-16d 4095 9100 9100 — 01"'0 F23,160 74 See footnotes on page 76. CODES:See page 20 for Code Reference Key Chart. CITY OF ATLANTIC BEACH f 800 SEMINOLE ROAD s) J ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Application Number . . . . . 13-00002184 Date 3/20/13 Property Address . . . . . . 355 11TH ST Application type description SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 400000 ---------------------------------------------------------------------------- Application desc new home ---------------------------------------------------------------------------- Owner Contractor - ------------------------ ----------------------- WILSON STEVEN B JR LIFE ESTATE ELITE HOMES INC. C/O MARY LYLE 357 12TH ST 104 RIO WAY ATLANTIC BEACH FL 32233 ORMOND BEACH FL 32174 (904) 349-2803 --- Structure Information 000 000 NEW HOME Construction Type . . . . . TYPE 5-B Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . . Sub Contractor . . NELSON PLUMBING CO. INC. Permit Fee . . . . 286 . 00 Plan Check Fee 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 9/16/13 ---------------------------------------------------------------------- Special Notes and Comments Avoid damage to underground water/sewer utilities . Verify vertical and horizontal location of utilities . Hand dig if necessary. If field coordination is needed, call 247-5834 . Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and visible. A sewer cleanout must be installed at the property line. Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible. A reduced pressure zone backflow preventer must be installed if irrigation will be provided or if there is a private well on the property. Backflow preventer must be tested by a certified tester and a copy of the results sent to Public Utilities . If on-site storage is required, a post construction topographic survey documenting proper construction will be required. All concrete driveway} aprons must be 511 thick, 4000 psi, PERMIT ISA�ItAV&� 4C �CLt4ftHQh�PCI'f"`fOlPAYRMEE EAL (Q NA1UBpAZti4E FLORIDA BUILDING CODES. t!r�►`1. i, CITY OF ATLANTIC BEACH s 800 SEMINOLE ROAD J ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Page 2 Application Number . . . . . 13-00002184 Date 3/20/13 ---------------------------------------------------------------------------- Special Notes and Comments line. Reinforcing rods or mesh area not allowed in the right-of-way. Full right-of-way restoration, including sod, is required. Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities . Contact Public Works (247-5834) for Erosion and Sediment Control Inspection prior to start of construction. 2010 FLORIDA BUILDING CODE, 2008 NATIONAL ELECTRIC CODE *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. A sewer cleanout must be installed at the property line . Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible . WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS ---------------------------------------------------------------------------- Other Fees . . . . . . . . . STATE PLBG DCA SURCHARGE 4 . 29 STATE PLBG DBPR SURCHARGE 4 . 29 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 286 . 00 286 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Other Fee Total 8 . 58 8 . 58 . 00 . 00 Grand Total 294 . 58 294 . 58 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. PLUMBING PERMIT APPLICATIONu,5� qW,5e- CITY OF ATLANTIC BEACH 800 Seminole Rd Atlantic Beach, FL 32233 � / �J,��P.h(904) 247-5826 Fax (904) 247-5845 JOB ADDRESS: ot-) 5- 1 ''" `yk PERMIT# 13-21g4_ NEW OR REPLACEMENT INSTALLATION: Project Value$ TYPE oFFIXTURE QTY TYPE oFFIXTURE QTY Bathtub Septic Tank&Pit Clothes Washer �— �, Shower Dishwasher _�_ ,� Shower Pan Drinking Fountain Slop Sink i t Floqr Drain Three Compartment Sink Floor Sink _ Toilet Hose Bibs _ Urinal Kitchen Sink _ Vacuum Breakers Laundry Tray �_ Water Connected Appliances _ Lavatory Water Heater Other Fixtures _ Water Treating System RE-PIPE: TYPE OF FIXTURE QTY TYPE of FIXTURE QTY Bathtub Septic Tank&Pit Clothes Washer Shower Dishwasher Shbwer Pan Drinking Fountain Slop Sink Floor Drain Three Compartment Sink Floor Sink Toilet Hose Bibs Urinal Kitchen Sink Vacuum Breakers Laundry Tray Water Connected Appliances Lavatory Water Heater Other Fixtures Water Treating System MISCELLANEOUS: ❑ Sewer Replacement ❑ Back Flow Preventer ❑ Grease Interceptor(Trap) gallons(Requires 3 sets of plans ❑ Lawn Sprinkler System-Number of Heads ❑ Well ** ** SJR WD Well Completion Form. Completed form to be submitted to the Building Department for final inspection.*' ❑ Other Permit becomes void if work does not commence within a six month period or work is suspended or abandoned for six months.I hereby certify that I have rea this application and know the same to be true and correct. All provisions of laws and ordinances governing this work will be complied with whether specified or not. The permit does not give authority to violate the rovisions of any other state or local law regulation construction or the performance of construction. Property Owners Name /le, m� Phone Number 3W-"?313 Plumbing Company AJ Aby) Burn bIQ alki. ce Phone o06.)'V 11<9 V Fax RZ3 4730 Co.Address: 6 /�S t° ty Wd StateP.� —Zip-?Z License Holder(Print): c9GD d tate Certification/Registration# C�t)ZD37-I ense Ider o, Sanatuk�9�J"4� Notary Public-state of Florida i •=My Comm.Expires Nov 16,2015 Sworn d ubscribed befor s _ day of 2o13 `o' Commission#t EE 137475 Bonded Through National Notary Assn. Signature of Notary Publi NOTICE OF COMMENCEMENT (PREPARE IN DUPLICATE) Permit No. Tax Folio No. State of County of To whom it may concern: The undersigned hereby informs you that improvements will be made to certain real property,and in accordance with Section 713 of the Florida Statutes,the following information is stated In this NOTICE OF COMMENCEMENT. Legal description of property being improved: l"L-r- 2$ � 4" Atb,4L Addressofproperty being improved: / General description of improvements: Owner L 01. LLC; Address » Lft < ;tr�r-'v :'Lrfl c rL .�7-3 Owner's interest in site of the improvement r n Fee Simple Titleholder(if other than owner) Name Address Contractor r( k! 61-,?!�, r,uc \� I �Address J, 3 1 Phone No. cls`)"34f- ZED- :, Fax No. 917`1-Z111- \ urety(If any) v 1,4- Address 4Address Amount of bond$ Phone No. Fax No. Name and address of any person making a loan for the construction of the improvements. Name %1� Address Phone No. Fax No. Name of person within the State of Florida,other than himself,designated by owner upon whom notices or other documents may be served: Name } Address Phone No. Fax No. In addition to himself,owner designates the following person to receive a copy of the Lienors Notice as provided in Section 713.06(2)(b),Florida Statutes.(Fill in at Owner's option). Name Address Phone No. Fax No. ra v Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a o` N o different date is specified): LL N N `o rn THIS SPACE FOR RECORDER'S USE ONLY / OWNER of °' a o Signed: DATE 3-7-1-1 Before met is day of ie the Z v x o unty of 4we1.State of Florida,has,,ppersonally appeared ¢ W -y r ly agr?w.l loc�fbl1 herein by rn E A/herself herself and affirms that all statements and declarations herein a E E Doc#2013071501.OR BK 16298 Page 1227, are hue and accurate ci of Number Pages: 1 0 v Recorded 03/21x2013 at 09:34 AM. „ Ronnie Fussell CLERK CIRCUIT COURT DUVAL COUNTY Notary Public at Large,State of County of RECORDING$10.00 My commission expires: C29 I Ayr 2 111 ?6 Personally Known or Produced Identification n StP`,.• I CITY OF ATLANTIC BEACH 1 j 800 SEMINOLE ROAD . _ . ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Application Number . . . . . 13-00002184 Date 5/21/13 Property Address . . . . . . 355 11TH ST Application type description SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 400000 ---------------------------------------------------------------------------- Application desc new home ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ WILSON STEVEN B JR LIFE ESTATE ELITE HOMES INC. C/O MARY LYLE 357 12TH ST 104 RIO WAY ATLANTIC BEACH FL 32233 ORMOND BEACH FL 32174 (904) 349-2803 --- Structure Information 000 000 NEW HOME Construction Type . . . . . TYPE 5-B Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc NEW 200AMP SVC Sub Contractor KNIGHT ELECTRIC LLC Permit Fee . . . . 125 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 11/17/13 ---------------------------------------------------------------------------- Special Notes and Comments Avoid damage to underground water/sewer utilities . Verify vertical and horizontal location of utilities . Hand dig if necessary. If field coordination is needed, call 247-5834 . Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and visible. A sewer cleanout must be installed at the property line. Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible . A reduced pressure zone backflow preventer must be installed if irrigation will be provided or if there is a private well on the property. Backflow preventer must be tested by a certified tester and a copy of the results sent to Public Utilities . If on-site storage is required, a post construction topographic survey documenting proper construction will be required. All concrete driveway aprons must be 5" thick, 4000 psi, PERMIT isuitAovfELbmnT nst}ItcdRmmclttMule Sfteci-afOlpA"MntltBEt(-Q! 6AINARKAPANOtfiE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH \ Ii1 800 SEMINOLE ROAD ATLANTIC BEACH FL 32233 INSPECTION PHONE LINE 247-5814 Page 2 Application Number . . . . . 13-00002184 Date 5/21/13 -------------------------------------------------------- Special Notes and Comments line. Reinforcing rods or mesh area not allowed in the right-of-way. Full right-of-way restoration, including sod, is required. Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities . Contact Public Works (247-5834) for Erosion and Sediment Control Inspection prior to start of construction. 2010 FLORIDA BUILDING CODE, 2008 NATIONAL ELECTRIC CODE *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. A sewer cleanout must be installed at the property line. Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS ---------------------------- Other Fees . . STATE ELEC DCA SURCHARGE 2 . 00 STATE ELEC DBPR SURCHARGE 2 . 00 ---------------------------------------------- Fee summary Charged Paid Credited ----Due--- ----- ---------- --------- Permit Fee Total 125 . 00 125 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Other Fee Total 4 . 00 4 . 00 . 00 . 00 Grand Total 129 . 00 129 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. ELECTRICAL PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Rd, Atlantic Beach, FL 32233 I Ph(904) 247-5826 Fax (904) 247-5845 JOB ADDRESS: >�� l /"- PERMIT JEA INFORMATION REQUIRED ON ALL PERMITS aOU AMPS 2 yU VOLTS PHASE VALUE OF WORK$ NEW SERVICE ❑ Overhead ❑ Underground ['fUnderground up Pole Residential(Main) Service 0-100 amps - 101-150amps ='1_51-200amps amps # of Meters Commercial(Main) Service 0-100 amps -101-150amps 151-200amps amps CT Service amps Conductor Type Size Multi-Family(Main) Service 0-100 amps 101-150amps 151-200amps amps # of Unit Meters Temporary Pole amps SERVICE UPGRADE I amps CT Service amps NEW FEEDER(ADDITIONS,ACCESSORY STRUCTURES,ETC.) 100 amps -1150amps 200amps amps CT Service amps ADDITIONS,REMODELS,REPAIRS,BUILD-OUTS,ACCESSORY STRUCTURES,ETC. Outlets/Switches: 0-30amps 31-100amps 101-200amps Appliances: 0-30amps 31-100amps 101-200amps A/C Circuits: 0-60amps 61-100amps Heat Circuits: # circuits @ kw Number of Lighting Outlets, Including Fixtures: OTHER ELECTRICAL PROJECTS Swimming Pool Sign Smoke Detectors_Qty Transformers KVA Motors hp FIRE ALARM SYSTEM (Requires 3 sets of plans) Qty volts/amps VALUE OF WORK$ REPAIRS/MISCELLANEOUS Replace Burnt/Damaged Meter Can Safety Inspection Panel Change OH to UG Other: Permit becomes void if work does not commence within a six month period or work is suspended or abandoned for six months. I hereby certify that I have read this application and know the same to be true and correct. All provisions of laws and ordinances governing this work will be complied with whether specified or not. The permit does not give authority to violate the provisions of any other state or local law regulation construction or the performance of construction. Property Owners Name '/ Phone Number Electrical Company rN<<kT (ZrtTkj�(, LLC Office Phone 2 , 9yf`l Fax 2g7-9 y� Co. Address: 9 Ir,- fta= SC,, City /1-y- State Zip2� �sU License Holder (Print): ✓L �I �` State Certification/Registration# Irl?0l 2S23 Notarized Signature of License Holder JENNIFERWALKE, Before me this day of 20 MY COMMISSION 9 FF 011480 +: +: EXPIRES: Public April lir 2017 UndeSignature of Notary Public •"�RF doe, Bonded Thru Nam' rwriters CITY OF ATLANTIC BEACH ` 111 s 800 SEMINOLE ROAD J ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 Application Number . . . . . 13-00002746 Date 5/29/13 Property Address . . . . . . 355 11TH ST Application type description ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ----------------------------------------- Application desc LOW VOLTAGE ----------------------------------------- Owner Contractor ------------------------ L AB LLC PROTECTION GROUP USA INC CDL ATH ST 1556 WHITLOCK AVE ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32211 -------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . 00 Permit Fee . . . . 90 . 00 Plan Check Fee Issue Date . . . . Valuation . . . • 0 Expiration Date 11/25/13 Other Fees STATE ELEC DCA SURCHARGE 2 . 0 STATE ELEC DBPR SURCHARGE 2 . 00 Fee summary Charged Paid Credited Due ---------- ----- ---------- Permit Fee Total 90 . 00 90 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Other Fee Total 4 . 00 4 . 00 . 00 . 00 Grand Total 94 . 00 94 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. ELECTRICAL PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Rd, 26 antes 904) 247-5845 Beach, FL 3 Ph (904) 24 . �O T Z �'� � 5^ 3 PERMIT# JOB ADDRESS: JEA INFORMATION REQUIRED ON ALL PERMITS __AMPS — VOLTS PHASE ell VALUE OF WORK S-21-30- NEW SERVICE [D Overhead [] Underground []T Underground up Pole # of Meters (Main) Service 151- pamps ._Residential(M ) 200ams_.101-150amps - -0-100 amps -CT Service__amps Commercial(Main) Service =151-200amps -__amps -0-100 amps 101-150amps Size Conductor Type # of Unit Meters Multi-Family(Main) Service -151-200amps - _amps 7-0-100 amps `101-150amps Temporary Pole --amps - CT Service amps amps SERVICE UPGRADE ------- NEW FEEDER(ADDITIONS,ACCESSORY STRUCTURES,a pTC.) -CT Service amps C 100 amps �'150amps -200amps -__ ETC. ADDITIONS,REMODELS,REPAIRS BUILD-OUTS,ACCESSORY STRUCTURES,ETC. 0-30amps __31-100amps ---- outlets/Switches: — 101-200amps 31-100amps _--- Appliances: _0-30amps — 61-100amps A/C Circuits: —0-60amps _— Heat Circuits: __ # circuits Number of Lighting Outlets, Including Fixtures: __ OTHER ELECTRICAL PROJECTS Smoke Detectors_Qty Transformers__KVA -Motors hp -Swimming Pool Sign FIRE ALARM SYSTEM (Requires 3 sets of plans) VALUE OF WORK$ Qty volts/amps REPAIRS/MISCELLANEOUS _Safety Inspection _Panel Change -OH to UG -Replace B/umtt,/Damaged Meter Can 'Other: Lai V0C'A�'� certifythat 1 have laws and ordinances governing this work will be complied with whether void if work does not commence within a six month period or work is suspended or abandoned for six month construction or the performance of Permit becomes o read this application and know the same to be true ar►Q correct. thelpPo�cions of any other state or local law regulation specified or not. The permit does not give authority ZzD3 construction. jj � f Phone Number ��0�� Property owners Name S /YI S�� 3- ��-r�GTi o G P tAS � Office Phone Electrical Company 1„ UN-1v,t,C�_State L� ZiP 3 � T>�o,� p� City � Co. Address: w State Certification/Registration# £_��OI ZZq I c.Ida� License Holder(Print): A-t o ,c r _ Notari �. `uH rime thi day o G� 205 MrcoMM+ssioN#ons5nso orn and su scribed of EXPIRES:February 14,2014 BondedThruNotaryPublicUnderwriters amre of Notary Pub i-s rL`I,rJv� ,C,� CITY OF ATLANTIC BEACH s 800 SEMINOLE ROAD "J ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Application Number . . . . . 13-00002184 Date 5/29/13 Property Address . . . . . . 355 11TH ST Application type description SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 400000 ---------------------------------------------------------------------------- Application desc new home ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ WILSON STEVEN B JR LIFE ESTATE ELITE HOMES INC. C/O MARY LYLE 357 12TH ST 104 RIO WAY ATLANTIC BEACH FL 32233 ORMOND BEACH FL 32174 (904) 349-2803 --- Structure Information 000 000 NEW HOME Construction Type . . . . . TYPE 5-B Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE X ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL HVAC PERMIT Additional desc . . Sub Contractor . . HWK MECHANICAL INC (BEEHIVE) Permit Fee . . . . 143 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 11/25/13 ---------------------------------------------------------------------------- Special Notes and Comments Avoid damage to underground water/sewer utilities . Verify vertical and horizontal location of utilities . Hand dig if necessary. If field coordination is needed, call 247-5834 . Ensure all meter boxes, sewer cleanouts and valve covers are set to grade and visible . A sewer cleanout must be installed at the property line. Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible . A reduced pressure zone backflow preventer must be installed if irrigation will be provided or if there is a private well on the property. Backflow preventer must be tested by a certified tester and a copy of the results sent to Public Utilities . If on-site storage is required, a post construction topographic survey documenting proper construction will be required. All concrete driveway aprons must be 5" thick, 4000 psi, PERMIT ISVt�i$AOVfli]Dt%JWMSiCCdMMCltkMteA,eCI'i"hfOQ4MW1n1 tRE19N &bftN1ARKQP0ffittftE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH j 800 SEMINOLE ROAD !� =„ ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 19 Page 2 Application Number . . . . . 13-00002184 Date 5/29/13 ---------------------------------------------------------------------------- Special Notes and Comments line. Reinforcing rods or mesh area not allowed in the right-of-way. Full right-of-way restoration, including sod, is required. Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities . Contact Public Works (247-5834) for Erosion and Sediment Control Inspection prior to start of construction. 2010 FLORIDA BUILDING CODE, 2008 NATIONAL ELECTRIC CODE *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. A sewer cleanout must be installed at the property line. Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS ---------------------------------------------------------------------------- Other Fees . . . . . . . . . STATE MECH DCA SURCHARGE 2 . 15 STATE MECH DBPR SURCHARGE 2 . 15 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 143 . 00 143 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Other Fee Total 4 . 30 4 . 30 . 00 . 00 Grand Total 147 . 30 147 . 30 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. MECHANICAL PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Rd Atlantic Beach, FL 32233 Ph(904) 247-5826 Fax(904) 247-5845 �J JOB ADDRESS: —'J5 S� PERMIT# .?" PROJECT VALUE $ Z D d 0 a r ARI# � /1p 9 REQUIRED IF Air Handling Equipment Only Air Handling Unit & Condenser Condenser Only NEW AIR CONDITIONING & HEATING SYSTEM INSTALLATION Air Conditioning: Unit Quantity '-2-- Tons Per Unit Heat: Unit Quantity 'Z— BTU's Per Unit 2k:C� Seer Rating Duct Systems: Total CFM Zq6t.3 REQVIRED REPLACEMENT AIR CONDITIONING & HEATING SYSTEM INSTALLATION Air Conditioning: Unit Quantity Tons Per Unit Heat: Unit Quantity BTU's Per Unit Seer Rating Duct Systems: Total CFM REQUIRED FIRE PREVENTION Fire Sprinkler System Quantity (Requires 3 sets of plans) Fire Standpipe Quantity (Requires 3 sets of plans) Underground Fire Main Value (Requires 3 sets of plans) Fire Hose Cabinets Quantity (Requires 3 sets of plans) Commercial Hoods Quantity (Requires 3 sets of plans) Fire Suppression Systems Quantity (Requires 3 sets of plans) FIRE PLACES MISCELLANEOUS: Prefabricated Fireplace Qty Automobile Lifts Gas Piping Outlets Boilers BTU's Elevators/Escalators ALL OTHER GAS PIPING Heat Exchanger Quantity of Outlets Pumps #Vented Wall Furnaces Refrigerator Condenser BTU's # Water Heaters Solar Collection Systems Tanks (gallons) Wells OTHER: Permit becomes void if work does not commence within a six month period or work is suspended or abandoned for six months.I hereby certify that I have read this application and know the same to be true and correct. All provisions of laws and ordinances governing this work will be complied with whether specified or not. The permit does not give authority to violate the provisions of an other state or local law reg ation construction or the performance of construction. Property Owners Name a�--� �L�� Aa Al E J Phone Number b d b E-6A. L- 6476 �4z:yr- Mechanical Company1H&,oV,4NGI-RL A(e Office Phone Fax Fri Y-.kp7/r-(o r/lf( Co. Address: City State,L Zip 32d l License Holder(Print): e , �lJ� `r t e egistration 12 LIJ76� Notarized Signature of License Holder N Ke Before me this o2 day of _ 20 My Conan.Expires April 21,2016 Commission No.EE 189888 Signature of Notary Public CITY OF ATLANTIC BEACH j 800 SEMINOLE ROAD +) vu ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Application Number . . . . . 13-00002764 Date 5/30/13 Property Address . . . . . . 355 11TH ST Application type description MECHANICAL GAS PIPING Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc mech gas piping/tanks ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ CDL AB LLC FLORIDA PROPANE PARTNERS 357 12TH ST DBA:GRIFFIS GAS & MACK GAS ATLANTIC BEACH FL 32233 115 B SOLANO RD PONTE VEDRA BEACH FL 32082 (904) 543-4343 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL GAS PIPE PERMIT Additional desc . . Permit Fee . . . . 120 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 11/26/13 ---------------------------------------------------------------------------- Other Fees . . . . . . . . . STATE MECH DCA SURCHARGE 2 . 00 STATE MECH DBPR SURCHARGE 2 . 00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 120 . 00 120 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Other Fee Total 4 . 00 4 . 00 . 00 . 00 Grand Total 124 . 00 124 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. MECHANICAL PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Rd Atlantic Beach,FL 32233 Ph(90 )247-5826 Fax (904) 247-5845 .TOB ADDRESS: / S PERMIT# PROJECT VALUE $�, ARI# REQUIRED Air Handling Equipment Only Air Handling Unit & Condenser Condenser Only NEW AIR CONDITIONING & HEATING SYSTEM INSTALLATION Air Conditioning: Unit Quantity Tons Per Unit Heat: Unit Quantity BTU's Per Unit Seer Rating Duct Systems: Total CFM REQUIRED REPLACEMENT AIR CONDITIONING & HEATING SYSTEM INSTALLATION Air Conditioning: Unit Quantity Tons Per Unit Heat: Unit Quantity BTU's Per Unit Seer Rating Duct Systems: Total CFM REQUIRED FIRE PREVENTION Fire Sprinkler System Quantity (Requires 3 sets of plans) Fire Standpipe Quantity (Requires 3 sets of plans) Underground Fire Main Value (Requires 3 sets of plans) Fire Hose Cabinets Quantity (Requires 3 sets of plans) Commercial Hoods Quantity (Requires 3 sets of plans) Fire Suppression Systems Quantity (Requires 3 sets of plans) FIRE PLACES MISCELLANEOUS: Prefabricated Fireplace Qty Automobile Lifts Gas Piping Outlets Boilers BTU's Elevators/Escalators ALL OTHER GAS PIP Heat Exchanger Quantity of Outlets Pumps #Vented Wall Furnaces Refrigerator Condenser BTU's #Water Heaters _�_ Solar Collection Systems Tanks (gallons) ff Wells OTHER: Permit becomes void if work does not commence within a six month period or work is suspended or abandoned for six months.I hereby certify that I have read this application and know the same to be true and correct. All provisions of laws and ordinances governing this work will be complied with whether specified or not. The permit does not give authority to violate the provisions of any other state or local law regulation construction or the performance of construction. Property Owners Name Phone Number a 3 Mechanical Company ILat-Office Phone Fax Co. Address: �S City ' Stat Zip License Holder(Print): VV - Mate Certificati egistration#D Notarized Sign A = MV COMMISSI0�# 57760 da of 0 13 +: �tf'a�g1e S EXPIRES:Feb BondedThruWary Public Undervvriters Notary Publi E ite Homes, Inc 9042419748 p.1 r r EARLY POWER AGREEMENT & RELEASE CITY OF ATLANTIC BEACH Electric power is requested now under the conditions and terms of this fully executtd Agreement Release Job Address: 3 Perm it No. r �7 Service Type(Circle One): Overheadndmground We,the undersigned General Contractor and Electrician,understand and agree: I. °Early Power" is purely for our construction convemence, it is not required by Co es and does not substaut for Finallnspecuons or the CIO(Certificate ofOccupancy�rat must be issued before oeeuparicy, and as such is at the discretion of the Building Official. 2. The City of Atlantic Beach will make a special inspection prior to the early power energizing. All rough inspecti s must have prior Approval,including meter base connections. 3. Occupancy or use of the new construction before a formal C/O constitutes fraudulent use of the carry �iectne service. Such action is expressly prohibited and penalized by The City of Atlantic Beach Ordinan s. A violation of this Agroernent shs~ll result in a request for prompt removal of electric servico after a t enty-four hour notice. 4. "Early P wer"release authority is the E.lcetrician andiar the Contractor and trust not occur before; a. Equipment,devices and fixtures are installed(or blanked off)safely. b. Panel is complete with breakers and cover,and (labeling.required at final inspection). c. Service connection and grounding is complete. d. The electric system has safely passed through electrical cheek. e. Meter can is permanently marked with address. f, emporary address numbers displayed(Permanent numbers are required for CiO)_ 5. This fully completed form is to be submitted to the Building Department by hand,mail Or fax. 6. Future 7 eh Agreements will not be accepted from those who violate any one of the above Items, CONTRACTOR BATE PRINT NAME F•LECTR(CIAN DATE �Jy�►� g -20f-Y PRNT NAI E !PVL (.tir(� 800 Seminole Road,Atlantic Beach FL 32233 Phone:(904)247-5826 Fax:(904)247-5$45 http:liwww.coab.us revised 0130 49 # 2019067408, OR BK 16730 Page 2174, Number Pages: 2, Recorded 031'17/2014 at 10:01 AN, Ronnie Fussell CLERK CIRCUIT COURT DUVAL COUNTY RECC)RDING $18.50 This instrument..as prevarec by and should be ielurned to: BBfiT- Ally Bass _ rt X2202 parcei'D No._ 169712—0000 Permit No. unTlc�F GOMYIENCEM_Ed.I STATE OF FLORIDA COUNTY OF. 7U-y -- located rn Ives notice 'stat improvements I), be made to detrain real pfolk)wY tipn folbwtn9 irdorrt'a THE UNt�EFtSiGNED :ereby g Cava_ Count,.Florida and in accordance tiwU Chapter 713.Florida Statutes. the is provided in q-Notice of Commencement: proPeRY and street address it t. Descnpuon of Pro erty 10 be 'mProved- (legal description Of avedable)See Attached Exhibit"A" 4 SFR 2. Ageneral descrptionOf'mtucvememsisasfollows : r sti ction of 1— 3 Owner:nformai*o CDL AB '-LC a. Name FL 32233 Address 355 filth St, „tlantic Beach, D. interest in P,upe1), 4. Fee S'mPie idle 1idkE'.'t oter than.owners -. Name Address 5 CottractorName Elite Homes Inc FL FL 32233 Address 3=� 11th St, Atlantic Beach, 8 Surety!1f any; a Name Address b Amount of Bond. 7 Lerder(it anvk Name. Jacksonville, FL 32202 200 W Forsyth St Ste 200, dauments may be served as Address vYhDm nplices or Other 8_ Persons w thin the State o:Flor da designated by Owner upon provided Dy Section 713.'.3(t W7.riorida Statutes'. Name Address of the L,enors Notice as provided i g in addsic^:o himself,owner designates the foeovnrg Person(s)to receive a�DY Section 713 13 t':fb;.F,_Ia Statutes: Name Acdress .unless a ditterent r, ErD'ratton date of Notice o`Corrimeacement the expiration date is 1-year fror',he date of recording dete'sspe'fled i j—'�-- Page 1 o'2 1650FL sr-l(". WARNING TO •�`-;ir,E __ _ E OWNER AFTER THE EXPIRATION OF TnE NOTICE OF COMMENCEM=_1-a ._ :Ev S UNDER CHAPTER 713,PART 1,SECTION 713'3,FLORIDA STATUTES " ,:.;"E FOR IMPROVEMNETS TO YOUR?ROPER-e.A NOTICE OF THE J08 SITE BEFORE THE FRS7 iNSPECTION.IF YOU T__ "_ _ - '.S'.._' - DJR.ENDER OR AN ATTORNEY BEFORE COMMZNC-NG WORK OR Zh:istopher D Lambertscn, Member S Manager Signaw•e,`Oh e' ' Sg-ator.'s Printed Name(Title/Offce (or OwnersALVI-,*¢e_ :- .. __- _..r_ .=_-.a;erz" . i`Ildh The rore9o^9>m tv^e,,.a- -' - .=-c__-- _, _}Ya.. m(G� a F,Y. Christopher U Lambertson tyea,) �•yme coesar; z� `les•er�..-t• ee-n2' CDL AB LLC :'y.e or a y,�S cas-- i` f �t.E-x 7:.v:Y en cd,aY C:ws.am rssti•nrrl.25<. Pel Sy^amore a caan=.w: -S:a:e C rws^ea (' '-pl.. :e.r s:mw.mmm,ssh -are,r Pwtary PwKf Personally Known OR Prcduced ID Type of ID Procucea 1^ �.- Verification pursuant to Section 92.525.Florida Statues:Under penalties of perjury,t declare that I nave read the foregoing and that the facts stat n It are true to themy knowledge and belief. Fs //S1i_ Signature of raatu•a'Pfrscn.Syn.ng or-le I--Above D.CMR1sTjEE I WARD •.^.afy P_d" efRofiOa200089W-F y 20.2016 EXHIBIT"A" ''' LOT 71-A, EXCEPT THE WEST 110 FEET, NORTH ATLASTiC BEACH UNIT 3, A SUBDIVISION ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 15, PAGE 93, IPS THE PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. ^F ry OROA %VAI COUP Pf r C„u�Duval i I;twOERSi ED,lefk of the CFV'be vnhi and foregoing. CouMY q kER[OYCERT• consis�9 of e,es,i3 a hue and conoct copy of the original as it 0,,f,88fz c1l t8C°rd and We in the otfics of the Cloe'of Circuit &Calmly C°ufts at U,31 Cuunr Edl %'a UMESS my rend and sea °f etUorvilla,Florida,I Nre,r_ y° atJ RONNIE.FUSSELL Ciytl 'cult� d CouuntY Courts'y t taY t l Dep+�y Com'` 1650FL,•10 Page 2of2