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870 Paradise Ln 2013 SFR CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Application Number . . . . 13-00003420 Date 10/01/13 Property Address . . . . . . 870 PARADISE LN Application type description SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 261400 ---------------------------------------------------------------- Application desc NEW HOME --------------------------------------------------------------- Owner Contractor - ------------------------ ----------------------- BOB CHRIS LLC. ELITE HOMES INC. 357 12TH ST 357 12TH ST ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 349-2803 (904) 349-2803 --- Structure Information 000 000 NEW HOME Construction Type . . . . . TYPE 5-B Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE A ---------------------------------------------------------- Permit . . . . . . SINGLE FAMILY DWELLING NEW Additional desc . Permit Fee 541 . 00 Plan Check Fee 270 . 50 Issue Date . . . Valuation 261400 Expiration Date . . 3/30/14 ------------------------------------------------------- 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 . 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 BUILDINGhCODE, 20008NATIONAl ELECTRIC CODE 1Pg { pNDT PERMIT IS 4P�V�O'LQ14rAi)CVRDR &{: i)4f1Atll! {TTALRICffPA � OR9INCES A HE FLORIDA BUILDING CODES. ,� , CITY OF ATLANTIC BEACH. 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Page 2 Application Number . . . . . 13-00003420 Date 10/01/13 -------------------------------------------------------------- Special Notes and Comments Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible. *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS 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 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 . --------------------------------------------------- Other Fees . . . . . . . . . STATE DCA SURCHARGE 8 . 12 DEV REVIEW-SINGLE & 2-FAM 50 . 00 ENG REV RESIDENTIAL BLD 100 . 00 STATE DBPR SURCHARGE 8 . 12 SEWER SDC-SYSTEM DEV CHG 4050 . 00 UTIL REV PRE APP >3 HRS 50 . 00 WATER CONNECT/METER ONLY 185 . 00 WATER CROSS CONNECTION 50 . 00 WATER SDC-SYSTEM DEV CHG 1140 . 00 ----------------------------------------------- Fee summary Charged Paid Credited ----Due - ----- ---------- ---------- . 00 Permit Fee Total 541 . 00 541 . 00 ' 00 . 00 Plan Check Total 270 . 50 270 . 50 . 00 Other Fee Total 5641 . 24 5641 . 24 . 00 . 00 Grand Total 6452 . 74 6452 . 74 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. j.�,,—mss NOTI DjPJQQb= EMENT State of Tax Folio No, County of Qvv' ' FILE COPY 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 NO CE OF CONWENCEMENT. Legal Description of propertyy being improved: '7b q L C Address of property being improved: General description of improvements: 41e 4} Owner: Address: Owner's interest in site of the improvement: e Fee Simple Titleholder(if other than owner): Name: Contractor: f5 I¢e Address: X55 /, 5' t Telephone No_: Fax No:_�(y'j" y/-27 yL_ Surety(if any) y ff Address: Amount of Bond$ Telephone No: Fax No: Name and address of any person inaldng a loan for the construction of the improvements Name: 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: Nance: tiA Address: Telephone No: Fax No: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b),Florida Statu s. (Fill 'mat Oi ners option) Name: Address: Telephone No: Fax No: Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a differ specified): ; THIS SPACE FOR RECORDER'S USE ONLY OWNER o m'3 x a M Doc#2013238833,OR BK 16529 Page 554, wed' f Date: /(, / a m--= �� Number Pages:1 :fore me this day of in the County of Du v tang;; IV Recorded 09/16/2013 at 03:47 PM, 'Florida,has personally appeared 5 r- Ronnie Fussell CLERK CIRCUIT COURT DUVAL ?tary Public at Large,State of Florida,Co P� o COUNTY v conmussion expire : RECORDING$10.00 :rsonally KnqKr. .oduced Idea a�` Erie .o: ruaryl4,?.01� '• '% pr c d` Bond, Thru Notary ublic Unuerw6ter� FK+�.�n�s'aeimsai:`eM... .exx.+---^r-°-...•,• Chris Lambertson From: Gilboy, Tim <tgilboy@coab.us> Sent: Thursday, September 12, 2013 5:36 PM To: Chris Lambertson Subject: RE: drainage question Chris, As we discussed, Paradise Preserve has its own SJRWMD permit so onsite storage requirements for CCAB would not apply. Have a great day. Tim From: Chris Lambertson [mailto:chris(a)elitehomesfl.comJ Sent: Thursday, September 12, 2013 11:17 AM To: Gilboy, Tim Subject: drainage question Tim, Would you please call me at 349-2803. 1 am going to submit some permits for Paradise Preserve and I have some questions about the drainage requirements for this PUD. Thanks, Chris 1 �- CITY OF ATLANTIC BEACH .� J PUBLIC UTILITIES "r 1200 Sandpiper Lane ATLANTIC BEACH,FL 32233 (904)270-2535 or(904) 247-5874 NEW WATER/SEWER TAP REQUEST Date: q 4-1 3 Project Address: t7 A9 AA�f 5C 6in2L No. of Units: 1 Commercial Residential ✓ Multi-Family New Water Taps) eters Meter Size(s) ~ New Irrigation Meter Upgrade Existing Meter from to (size) New Connection to City Sewer Name: c" A231.e2 Applicant Address: City: Atlantic Beach State: Zip: Phone Number: Cell Number: Email Address Fax: Signature: (Applicant) CITY STAFF USE ONLY Application# 13 - 3`f Z 0 Water System Development Charge $ I 1 '10.00 Sewer System Development Charge $ 0 50. W Water Meter Only $ / 8'S 00 Water Meter Tap $ (notes) Sewer Tap $ Cross Connection $ .SD, Do Other $ TOTAL $ S Z S 0 0 APPROVED: (Utility Director or A Ahorized Signature) ALL TAP REQUEST MUST BE APPROVED BY UTLITIES DEPARTMENT BEFORE FEES CAN BE ASSESSED rs N City of Atlantic Beach SSP ,� 720 APPLICATION NUMBER k Building Department (To be assigned by the Building Department.) 800 Atlantic Seminole ntic Beach, Florida 32233-6445 +1 I 1 d Z Phone(904)247-5826 Fax(9(X)247-5845 F�.OMIT E-mail: building-dept@coab.us Date routed: /�7 City web-site: http:/Avww.coab.us APPLICATION REVIEW AND TRACKING FORMA Property Address: 9-16 �QI"U:-:�4S partment review required Yes No ..- B Applicant: , L f TE /ri >` j Plannin &Zoning Tree rrlinistrator Project: f/,U f/a /n ,�y ubficWorks } u is Utilities, Public Safety Fire Services Review fee $ 140 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: Approved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: Date: �3 TREE ADMIN. Second Review: QApproved as revised. ❑Denied. Comments: L UTI /S PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: QApproved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 rsirn City of Atlantic Beach APPLICATION NUMBER �s Building Department (To be assigned by the Building Department.) 800 Seminole Road �,. Atlantic Beach, Florida 322335445 / d 7 Phone(904)247-5826 - Fax(904)247-5845 -`j3lg E-mail: building-dept@coab.us Date routed: Ll' City web-site: http:/Avww.coab.us APPLICATION REVIEW AND TRACKING FORMA Property Address: 970 partment review required Yes No 6 " Applicant: TE /ti s Planning &Zoning Tree inistrator Project: Public Works_) u is Utilities Public Safety 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: pproved. ❑Denied. (Circle one.) Comments. v<' to©r0n al lo w+ed fia f'n'J, BUILDING tPLA��NG & Reviewed by' Date: TREE ADMIN. Second Review: QApproved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: QApproved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05114!09 ,rrsirn City of Atlantic Beach C APPLICATION NUMBER Building Departmentc;,j� (ro be assigned by the Building Department.) r sir 800 Seminole Road Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 • Fax(904)247-5845 �3 IT E-mail: building-dept@coab.us Date routed: M/ City web-site: http:Uwww.coab.us APPLICATION REVIEW AND TRACKING FORMA Property Address: �'� Q/ZC: .S _Qepartment review required Yes No Applicant: j Planning &Zoning Tree inistrator Project: �f ubtic Works ? U "t Utilities Y Public Safety Fire Services Review fee $ ! Ob 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: []Approved. ❑Denied. (Circle one.) Comments: - BUILDING PLANNING &ZONING Reviewed by: Al) Date: '�F/-';9 TREE ADMIN. Second Review: Approved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: DApproved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 BUILDING PERMIT APPLICATION _ CITY OF ATLANTIC BEACH '�����.,_.....�..>.�.,r,.,...•� x 800 Seminole Road, Atlantic Beach, FL 32233 r Office (904) 247-5826 Fax(904) 247-5845 Ad03 ] Job Address: PAr4015c_ LN. Permit Number: / '` Legal Description t1- 13 Pmxo W Parcel # 1 �37r 0130 oor, ea of S q.Ft. q. t Valuation of Work$4 �ax� Proposed Work heated/cooled a067t non-heated/cooled 3z� 73 �Ul, yod Class of Work(circle one): Ne« Addition Alteration Repair Move Demolition pool/spa window/door Use of existing/proposed structure(s) (circle one): Commercial Res' If an existing structure, is a fire sprinkler syste ( installed? (Circle one): es No N/A Florida Product Approval# 4 ZTA4Ae1. For multiple products use product approval form Describe in detail the type of work to be performed: 16!'t ar�2 Property Owner Information: Name: Bo6 Chels LI-C Address: -357 /o2 Jlfi�ee " City State EZ-Zip 3zz33 Phone9�Y 3f/9-2 8�3 E-Mail or Fax#(Optional) Contractor Information: Company Name: >r17 / air ps �i �2i oti p Qualifi in Agent: C� 5 Address: 357 2- _9x_ee� City *-rye_ 6104a. State GL Zip 3z2_3D Office Phone 3,115- 2Job Site/Contact Number mar is .3,/12" Fax# State Certification/Registration# C L 0 190 Architect Name&Phone# i ,cam - G, ,44, y- Engineer's Name&Phone# Fee Simple Title Holder Name and Add ss 4 Bonding Company Name and Address /{ Mortgage Lender Name and Address NA Application is hereby made to obtain a pernrit to do the work and installations as indicated 1 cer7tfi that no work or installation furs commenced prior to the issuance of a permit arul that all work will be performed to meet the standaI of all laws regulating construction in this jurisdiction. This permit becomes null and void tf work is not commenced within six(6)months, or if construction or work is suspended or abmrdoned for apenol of sir(t5)months at any time after work is commenced. I understand that separate permits must be secured for Electrical H ork,Plumbing, Signs, Wells, Pools, Furnaces,Boilers,Heaters, Tants 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. I hereby certify that I have read and examined thisapplication and know the same to be trite and correct. All provisions of laws and ordinances govenring this type o work will be complied with whether sppecs ted herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of arty other federal tate,or local Imv regrdating construction or the performance of constnrction. Signature of OXN r Signature of Contracto Print Name Print Name Swo to and subscri d b ore Swor and subscri &ef0 reane this D °of 20 this D f 12013 Ff NO 4,COMMISSION ii Dp Notan' SHI L.G :,:PIPES:February 14 2014 - '= '�CO I ' 1fP seedThruNnrayPublicUrWermriterc .;,Ft gt '-•'FIRESI b� ase 1.26.10 Y�f'�"- Oncled Thru Nnt�,y public Und er writers rSilCity of Atlantic Beach �„ APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 800 Seminole Road O Atlantic Beach, Florida 32233-5445 d 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: E16 ?atec:�. S :partrnent review required Yes No Applicant: %� /ri s Planning &Zoning--) Tree inistrator Project: / /77 "Public Works u is Utili Public Safety 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: ❑Approved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: Date: TREE ADMIN. Second Review: A roved as revised. ❑ pp ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by. Date: Revised 05/14/09 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: -2 Develo ment S' Habitable pace �61q s.F n-Habitable _16.5-s.,R Impervious area Miscellaneous Information Occupancy Group OZ--.3 Type of Construction Number of Stories Z. Zoning District 100 Max. Occupancy Load Fire Sprinklers Required Flood Zone soo r In -2Ur-e_ Conditions/Comments: CITY OF ATLANTIC BEACH Building Department r 800 Seminole Road J Atlantic Beach,Florida 32233 (904)247-5800 PLAN REVIEW COMMENTS Permit Application # _/ 3—JyIdp Property Address: k7o Applicant: 71o.-"e S Project: /'l/Pti/ Alb rrr.,e— This permit application has been: E] Approved 0 Reviewed and the following items need attention: Please re-submit your application when these items have been completed. Reviewed By: Date: ?? 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CD 0 N o U, �• o =° CD ° CD CD CD CD o cn a� v (D CD o c 0 r o A (D y C O ¢ E;:, i (CD S] 8 (D O n N O CD En r' EFILE:COPY il� FORM 405-10 FLORIDA ENERGY EFFICIE � � P Ik:-`'G`C--D'E"FOWBUfi-DING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 18 Paradise Preserve Builder Name: Elite Homes Inc. Street: Permit Office: Atlantic Beach City, State,Zip: Atlantic Beach,FL, 32233-0000 Permit Number: Owner: Elite Homes Inc. Jurisdiction: 261100 Design Location: FL,Jacksonville 1. New construction or existing New(From Plans) 9. Wall Types(3276.7 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame-Wood,Exterior R=19.0 3186.70 ft' b. Frame-Wood,Adjacent R=19.0 90.00 ft' 3. Number of units,if multiple family 1 c. N/A R= ft 4. Number of Bedrooms 4 d. N/A R= ft' 5. Is this a worst case? No 10.Ceiling Types (1332.0 sqft.) Insulation Area a. Under Attic(Vented) R=30.0 1332.00 ftz 6. Conditioned floor area above grade(ft') 2614 b. N/A R= ft' Conditioned floor area below grade(ft') 0 11. Ductc.c.NR= ft' s R ft' 7. Windows(366.5 sqft.) Description Area a.Sup:Attic,Ret:Attic,AH:Attic 6 522.8 a. U-Factor: Dbl,U=0.35 366.53 ft' SHGC: SHGC=0.30 b. U-Factor: N/A ft' 12. Cooling systems kBtu/hr Efficiency SHGC: a. Central Unit 42.0 SEER:13.00 c. U-Factor: N/A ft' SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft' a. Electric Heat Pump 42.0 HSPF:7.70 SHGC: Area Weighted Average Overhang Depth: 3.908 ft. Area Weighted Average SHGC: 0.300 14. Hot water systems a. Electric Cap:40 gallons 8. Floor Types (2614.0 soft.) Insulation Area EF:0.920 a.Slab-On-Grade Edge Insulation R=0.0 1332.00 ft' b. Conservation features b.Floor Over Other Space R=0.0 1264.00 ft' None c.other(see details) R= 18.00 ft' 15. Credits None Glass/Floor Area: 0.140 Total Proposed Modified Loads: 42.20 PASS Total Standard Reference Loads: 60.38 1 hereby certify that the plans and specifications covered by Review of the plans and Q�,VKE STATE this calculation are in compliance with the Florida Energy specifications covered by this ti+ = Code. DiytallySigned byTimothy D.Gairdner calculation indicates compliance DN:CN=Timothy D.Gardner,C=U5, Timothy D. p-USAHERS with the Florida Energy Code. Reason:i attest to the ac racy and --1- r PREPARED BY: (,_o�,T�o� _ �egdryMt��Mnm� Before construction is completed Date:2013.08.1607:05:24-o41W this building will be inspected for -' a DATE: 9 P compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. ✓,� with the Florida Energy Code. C00 WV_: OWNER/AGENT: BUILDING OFFICIAL: _/747 DATE: DATE: - Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist 8/15/2013 3:15 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 6 PROJECT Title: Lot 18 Paradise Preserve Bedrooms: 4 Address Type: Lot Information Building Type: User Conditioned Area: 2614 Lot# 18 Owner: Elite Homes Inc. Total Stories: 2 Block/SubDivision: Paradise Preser #of Units: 1 Worst Case: No PlatBook: Builder Name: Elite Homes Inc. Rotate Angle: 0 Street: Permit Office: Atlantic Beach Cross Ventilation: County: Duval Jurisdiction: 261100 Whole House Fan: City,State,Zip: Atlantic Beach, Family Type: Single-family FL, 32233-0000 New/Existing: New(From Plans) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp 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 Blockl 2614 24858 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 1st Floor 1332 13320 Yes 1 1 1 Yes Yes Yes 2 2nd Floor 1282 11538 No 4 3 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab-On-Grade Edge Insulatio 1st Floor 170.2 ft 0 1332 ft2 — 0.2 0.6 0.2 2 Floor Over Other Space 2nd Floor 1264 ft2 0 0.3 0.2 0.5 3 Raised Floor 2nd Floor ___ _—_ 18 ft2 19 0 1 0 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Gable or shed Composition shingles 1688 ft2 506 ft2 Medium 0.85 No 0.9 No 1 36.9 ATTIC J # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Vented 300 1350 ft2 N N 8/15/2013 3:15 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 6 CEILING # Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic(Vented) 1st Floor 30 50 ft2 0.11 Wood 2 Under Attic(Vented) 2nd Floor 30 1282 ft2 0.11 Wood WALLS / Adjacent Cavity Width Height Sheathing Framing Solar Below y # Omt To all Type Space R--Value Ft In Et In Area R-Vahia Fraction _Ahcnr_ Grade% 1 N Garage Frame-Wood 1st Floor 19 10 9 90.0 ft2 0.23 0.5 0 _ 2 NE Exterior Frame-Wood 1 st Floor 19 40 10 10 408.3 ft2 0.23 0.5 0 _ 3 SE Exterior Frame-Wood 1st Floor 19 14 4 10 143.3 ft2 0.23 0.5 0 _4 SE Exterior Frame-Wood 1st Floor 19 19 8 10 196.7 ft2 0.23 0.5 0 _ 5 SW Exterior Frame-Wood 1st Floor 19 40 10 10 408.3 ft2 0.23 0.5 0 _ 6 NW Exterior Frame-Wood 1st Floor 19 44 4 10 443.3 ft2 0.23 0.5 0 _ 7 NE Exterior Frame-Wood 2nd Floor 19 35 10 350.0 ft2 0.23 0.5 0 _ 8 SE Exterior Frame-Wood 2nd Floor 19 44 4 10 443.3 ft2 0.23 0.5 0 _ 9 SW Exterior Frame-Wood 2nd Floor 19 35 10 350.0 ft2 0.23 0.5 0 10 NW Exterior Frame-Wood 2nd Floor 19 44 4 10 443.3 ft2 0.23 0.5 0 DOORS # Omt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 N Insulated 1st Floor None .46 3 6 8 20 ft2 2 NE Insulated 1st Floor None .46 3 8 24 ft2 3 SW Insulated 1st Floor None .46 3 6 8 20 ft2 4 NE Insulated 2nd Floor None .46 3 6 8 20 ft2 WINDOWS Orientation shown is the entered,Proposed orientation. / Wall Overhang v # Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 NE 2 Vinyl Low-E Double Yes 0.35 0.3 36.0 ft2 6 ft 4 in 2 ft 0 in None None 2 NE 2 Vinyl Low-E Double Yes 0.35 0.3 6.0 ft2 6 ft 4 in 4 ft 0 in None None 3 SE 3 Vinyl Low-E Double Yes 0.35 0.3 6.0 ft2 1 ft 6 in 4 ft 0 in None None 4 SE 4 Vinyl Low-E Double Yes 0.35 0.3 48.0 fill 12 ft 10 in 2 ft 0 in None None 5 SW 5 Vinyl Low-E Double Yes 0.35 0.3 54.0 ft2 1 ft 6 in 16 ft 0 in None None 6 NW 6 Vinyl Low-E Double Yes 0.35 0.3 46.5 ft2 1 ft 6 in 8 ft 0 in None None 7 NE 7 Vinyl Low-E Double Yes 0.35 0.3 2060 ft2 6 ft 4 in 3 ft 0 in None None 8 NE 7 Vinyl Low-E Double Yes 0.35 0.3 8.0 ft2 6 ft 4 in 2 ft 0 in None None 9 SE 8 Vinyl Low-E Double Yes 0.35 0.3 15.5 ft2 1 ft 6 in 8 ft 0 in None None 10 SE 8 Vinyl Low-E Double Yes 0.35 0.3 6.0 ft2 1 ft 6 in 6 ft 0 in None None 11 SE 8 Vinyl Low-E Double Yes 0.35 0.3 8.0 ft2 1 ft 6 in 2 ft 0 in None None 12 SE 8 Vinyl Low-E Double Yes 0.35 0.3 27.0 ft2 1 ft 6 in 2 ft 0 in None None 13 SW 9 Vinyl Low-E Double Yes 0.35 0.3 46.5 ft2 1 ft 6 in 8 ft 0 in None None 14 NW 10 Vinyl Low-E Double Yes 0.35 0.3 31.0 ft2 1 ft 6 in 4 ft 0 in None None 15 NW 10 Vinyl Low-E Double Yes 0.35 0.3 8.0 ft2 1 ft 6 in 2 ft 0 in None None 8/15/2013 3:15 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 6 GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg.Wall Height Exposed Wall Insulation 1 506 W 506 ft' 79.4 ft 9 ft 1 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Best Guess .0005 3428.3 188.21 353.95 .474 8.2749 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump None HSPF:7.7 42 kBtu/hr 1 sys#1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER:13 42 kBtu/hr 1260 cfrn 0.75 1 sys#1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.92 40 gal 70 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None ftz DUCTS ---Supply--- —Return--- Air CFM 25 CFM25 HVAC# # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 522.8 ft Attic 130.7 ft Default Leakage Attic (Default) (Default) 1 1 8/15/2013 3:15 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 6 TEMPERATURES Programable Thermostat:None Ceiling Fans: Cooling Jan [[ ]]Feb [[ ]Mar Apr [ ]May (X]Jun [X]Jul [X]Aug Sep ( ]Oct Nov Dec Heating LX�Jan [X]Feb [X]Mar Apr ( ]May [ ]Jun [ ]Jul [ ]Aug �Xj Sep [ ]Oct f X�Nov �X Dec Venting [ Jan [[ ]]Feb [[X]Mar Apr [ ]]Ma [ ]Jun [ ]Jul [ ]Au Sep [X]Oct [XJ Nov —[ Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Coaling(WD) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Cooling(WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating(WD) AM 68 68 68 68 68 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 Heating(WEH) AM 68 68 68 68 68 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 8/15/2013 3:15 PM EnergyGauge®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, 32233-0000 MANDATORY REQUIREMENTS SUMMARY-See individual code sections for full 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 403.2.2 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 Heat 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 4/16/13). Heat pump pool heaters minimum COP=4.0. Cooling/heating 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. 8/15/2013 3:15 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 6 of 6 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 70 The lower the EnergyPerformance Index, the more efficient the home. Atlantic Beach, FL, 32233-0000 1. New construction or existing New(From Plans) 9. Wall Types Insulation Area a. Frame-Wood,Exterior R=19.0 3186.70 ft' 2. Single family or multiple family Single-family b. Frame-Wood,Adjacent R=19.0 90.00 ft' 3. Number of units,if multiple family 1 c.NIA R= ft' 4. Number of Bedrooms 4 d. NIA R= ft' 10.Ceiling Types Insulation Area 5. Is this a worst case? No a. Under Attic(Vented) R=30.0 1332.00 ft' 6. Conditioned floor area(ft') 2614 b. N/A R= ft' c.N/A R= ft' 7. Windows" Description Area 11. Ducts R ft' a. U-Factor: Dbl,U=0.35 366.53 ft' a. Sup:Attic,Ret:Attic,AH:Attic 6 522.8 SHGC: SHGC=0.30 b. U-Factor: N/A ft' SHGC: 12.Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft' a.Central Unit 42.0 SEER:13.00 SHGC: d. U-Factor: NIA ftz 13.Heating systems kBtu/hr Efficiency SHGC: a.Electric Heat Pump 42.0 HSPF:7.70 Area Weighted Average Overhang Depth: 3.908 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 1332.00 ft' a. Electric EF:0.92 b.Floor Over Other Space R=0.0 1264.00 ft' b. Conservation features c.other(see details) R= 18.00 ft' None 15. Credits None I certify that this home has complied with the Florida Energy Efficiency Code for Building o��tiE STgr� Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. � - d Builder Signature: Date: Q Address of New Home: City/FL Zip: Op w'r'�4 *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. EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software TABLE 402.4.2 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 18 Paradise Preserve Builder Name: Elite Homes Inc. Street: Permit Office: Atlantic Beach City, State,Zip: Atlantic Beach ,FL,32233-0000 Permit Number: Owner: Elite Homes Inc. Jurisdiction: 261100 Design Location: FL,Jacksonville COMPONENT CRITERIA CHECK Air barrier and thermal barrier Exterior thermal envelope insulation for framed walls is installed in substantial contact and continuous alignment with building envelope air barrier. Breaks or joints in the air barrier are filled or repaired. Air-permeable insulation is not used as a sealing material. Air-permeable insulation is inside of an air barrier. Ceiling/attic Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. Attic access (except unvented attic), knee wall door, or drop down stair is sealed. Walls Corners and headers are insulated. Junction of foundation and sill plate is sealed. Windows and doors Space between window/doorjambs and framing is sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including Insulation is installed to maintain permanent contact with underside above-garage and cantilevered of subfloor decking. floors) Air barrier is installed at any exposed edge of insulation. Crawl space walls Insulation is permanently attached to walls. Exposed earth in unvented crawl spaces is covered with Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, knee walls and flue shafts opening to exterior or unconditioned space are sealed. Narrow cavities Batts in narrow cavities are cut to fit, or narrow cavities are filled by sprayed/blown insulation. Garage separation Air sealing is provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures are air tight, IC rated, and sealed to drywall. Exception—fixtures in conditioned space. Plumbing and wiring Insulation is placed between outside and pipes. Batt insulation is cut to fit around wiring and plumbing, or sprayed/blown insulation extends behind piping and wiring. Shower/tub on exterior wall Showers and tubs on exterior walls have insulation and an air barrier seoaratina them from the exterior wall. Electrical/phone box on Air barrier extends behind boxes or air sealed-type boxes are installed. Common wall Air barrier is installed in common wall between dwelling units. HVAC register boots HVAC register boots that penetrate building envelope are sealed to subfloor or drywall. Fireplace Fire lace walls include an air barrier. EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software i id&,. .. a S I Y .....--. F F FILE COPY 11 Residential System Sizin j-C Summary Elite Homes Inc. Project Title: Lot 18 Paradise Preserve Atlantic Beach, FL 32233-0000 8/15/2013 Location for weather data: Jacksonville, FL - Defaults: Latitude(30-5) Altitude(30 ft.) Temp Range(M) Humidity data: Interior RH 50% Outdoor wet bulb 77F Humidity difference 53 r. Winter design temperature(MJ8 99%) 32 F Summer design temperature(MJ8 99%) 93 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 38 F Summer temperature difference 18 F Total heating load calculation 37876 Btuh Total cooling load calculation 37149 Btuh Submitted heating capacity % of calc Btuh Submitted cooling capacity % of calc Btuh Total (Electric Heat Pump) 110.9 42000 Sensible (SHR = 0.75) 113.0 31500 Heat Pump+Auxiliary(O.OkW) 110.9 42000 Latent 113.1 10500 Total Electric Heat Pum 113.1 42000 WINTER CALCULATIONS Winter Heating Load for 2614 s ft 'vvYndow;-ter 13`x,7 Load component Load °"'' ""``' Window total 367 sqft 4875 Btuh i etlirig�[,4 , Wall total 2826 soft 8299 Btuh Door total 84 sqft 1468 Btuh Ceiling total 1332 sqft 1567 Btuh 1 Floor total See detail report 7666 Btuh IrinI(2I ~s(22%) Infiltration 186 cfm 7786 Btuh Duct loss 6215 Btuh Subtotal 37876 Btuh Doors(4%) Ventilation 0 cfm 0 Btuh ' .s(2D%) TOTAL HEAT LOSS 37876 Btuh SUMMER CALCULATIONS Summer Cooling Load for 2614 s ft Load component Load Window total 367 sqft 9318 Btuh Wall total 2826 sqft 4442 Btuh Door total 84 soft 1121 Btuh Ceiling total 1332 soft 1773 Btuh Floor total 12 Btuh xmnaowsczs% Infiltration 186 cfm 3688 Btuh Du0s(21 Internal gain 1150 Btuh Duct gain 6363 Btuh Sens.Ventilation 0 cfm 0 Btuh Blower Load 0 Btuh ceengs(e%) Total sensible gain 27867 Btuh Latent gain(ducts) 1569 Btuh We115(,2%) Latent gain(infiltration) 6713 Btuh Intl(28%) Doors(3%) Latent gain(ventilation) 0 Btuh Latent gain(intern al/occupants/other) 1000 Btuh Total latent gain 9282 Btuh TOTAL HEAT GAIN 37149 Btuh Digitally signed by Timothy D. EnergyGauge®SMM15th , D D. C)N.CN 77 Gar =Timothy D.Gardner,C PREPARED BY: -us.o=usAHERS 8th Edition r �2eason:lattet to the accuracy DATE: a r and into ty of this document Dafe.2013.08.16 07:07:04-04'00' �9 EnergyGaugeiRi/USRRZB 0.1 Residential Window Diversity MidSummer Elite Homes Inc. Project Title: Lot 18 Paradise Preserve Atlantic Beach, FL 32233-0000 8/15/2013 Weather data for: Jacksonville -Defaults —71 Summer design temperature 93 F Average window load for July 3875 Btuh Cooling setpoint 75 F Peak window load for July 4837 Btuh Summer temperature difference 18 F Excusion limit(130% of Ave.) 5038 Btuh Latitude 30.5 North I Window excursion (July) None WINDOW Average and Peak Loads Limit for excursion 5000.00 4000.00 12 Hour average 1. 3000.00 0 J X 0 E 2000.00 1000.00 - 0.00 8 a.m. 10 12 2 p.m. 4 p.m. 6 p.m. 8 P.M. 1 a.m. Total July Window Load(Radiation and conduction) The midsummer window load for this house does not exceed the window load excursion limit. This house has adequate midsummer window diversity. EnergyGauge®System Sizing for Florida residences only PREPARED BY: DATE: EnergyGauge®/USRRZB 0.1 Residential Window Diversity October Elite Homes Inc. Project Title: Lot 18 Paradise Preserve Atlantic Beach, FL 32233-0000 8/15/2013 Weather data for: Jacksonville -Defaults Summer design temperature 93 F Average window load for October 4316 Btuh Cooling setpoint 75 F Peak window load for October 5757 Btuh Summer temperature difference 18 F Excusion limit(130% of Ave.) 5611 Btuh Latitude 30.5 North Window excursion (October) 147 Btuh WINDOW Average and Peak Loads 6000.00 Limit for excursion 5000.00 12 Hour Average r 4000.1 ri i c 3000.00 0 0 c 2000.00 1000.00 0.00 8 a.rn. 10 12 2 p.m. 4 p.m. 6 P.M. 8 p.m. a rn. Total October Window Load(Radiation and conduction) Warning:This application has glass areas that produce relatively large heat gains for part of the day. Variable air volume devices may be required to overcome spikes in solar gain for one or more rooms. A zoned system may be required or some rooms may require zone control. EnergyGauge&System Sizing for Florida residences only PREPARED BY: DATE: ` EnergyGauge®/USRRZB v3.1 System Sizing Calculations - Winter Residential Load - Room by Room Component Details Elite Homes Inc. Project Title: Lot 18 Paradise Preserve Atlantic Beach, FL 32233-0000 Building Type: User 8/15/2013 Reference City: Jacksonville, FL (Defaults) Winter Temperature Difference: 38.0 F (MJ8 99%) Component Loads for Room#1: 1st Floor Window Panes/Type Frame U Orientation Area s ft X HTM= Load 1 2, NFRC 0.30 Vinyl 0.35 NE 36.0 13.3 479 Btuh 2 2, NFRC 0.30 Vinyl 0.35 NE 6.0 13.3 80 Btuh 3 2, NFRC 0.30 Vinyl 0.35 SE 6.0 13.3 80 Btuh 4 2, NFRC 0.30 Vinyl 0.35 SE 48.0 13.3 638 Btuh 5 2, NFRC 0.30 Vinyl 0.35 SW 54.0 13.3 718 Btuh 6 2, NFRC 0.30 Vinyl 0.35 NW 46.5 13.3 618 Btuh Window Total 196.5 s ft 2613 Btuh Walls Type Ornt. Ueff. R-Value Area X HTM= Load (Cav/Sh) 1 Frame -Wood -Adj (0.077) 19.0/0.0 70 2.94 206 Btuh 2 Frame-Wood - Ext (0.077) 19.0/0.0 342 2.94 1005 Btuh 3 Frame-Wood - Ext (0.077) 19.0/0.0 137 2.94 403 Btuh 4 Frame -Wood - Ext (0.077) 19.0/0.0 149 2.94 437 Btuh 5 Frame-Wood - Ext (0.077) 19.0/0.0 334 2.94 982 Btuh 6 Frame -Wood - Ext (0.077) 19.0/0.0 397 2.94 1165 Btuh Wall Total 1430 s ft 4198 Btuh Doors Type Storm Ueff. Area X HTM= Load 1 Insulated -Garage, n (0.460) 20 17.5 350 Btuh 2 Insulated - Exterior, n (0.460) 24 17.5 420 Btuh 3 Insulated - Exterior, n (0.460) 20 17.5 350 Btuh Door Total 64 s ft 1119Btuh Ceilings Type/Color/Surface Ueff. R-Value Area X HTM= Load 1 Vented Attic/L/Shing (0.031) 30.0/1.0 50 1.2 59 Btuh Ceiling Total 50 s ft 5913tuh Floors Type Ueff. R-Value Size X HTM= Load 1 Slab On Grade (1.180) 0.0 170.2 ft(perim.) 44.8 7632 Btuh Floor Total 1332 s ft 7632 Btuh Room Envelope Subtotal: 15620 Btuh Infiltration Type Wholehouse ACH Room Volume Wall Ratio CFM= Natural 0.45 13320 0.51 94.3 3938 Btuh Duct load Average sealed, Supply(R6.0-Attic),Return(R6.0-Attic) (DLM of 0.196) 3840 Btuh Room#1 Sensible Room Subtotal 23398 Btuh EnergyGauge®/USRRZB v3.1 Page 1 Manual J Winter Calculations Residential Load - Component Details (continued) Elite Homes Inc. Project Title: Lot 18 Paradise Preserve Atlantic Beach, FL 32233-0000 Building Type: User 8/15/2013 Component Loads for Room#2: 2nd Floor Window Panes/Type Frame U Orientation Area(sqft) X HTM= Load 7 2, NFRC 0.30 Vinyl 0.35 NE 20.0 13.3 266 Btuh 8 2, NFRC 0.30 Vinyl 0.35 NE 8.0 13.3 107 Btuh 9 2, NFRC 0.30 Vinyl 0.35 SE 15.5 13.3 206 Btuh 10 2, NFRC 0.30 Vinyl 0.35 SE 6.0 13.3 80 Btuh 11 2, NFRC 0.30 Vinyl 0.35 SE 8.0 13.3 106 Btuh 12 2, NFRC 0.30 Vinyl 0.35 SE 27.0 13.3 359 Btuh 13 2, NFRC 0.30 Vinyl 0.35 SW 46.5 13.3 618 Btuh 14 2, NFRC 0.30 Vinyl 0.35 NW 31.0 13.3 412 Btuh 15 2, NFRC 0.30 Vinyl 0.35 NW 8.0 13.3 106 Btuh Window Total 170.0(sqft) 2261 Btuh Walls Type Ornt. Ueff. R-Value Area X HTM= Load (Cav/Sh) 7 Frame-Wood - Ext (0.077) 19.0/0.0 302 2.94 887 Btuh 8 Frame -Wood - Ext (0.077) 19.0/0.0 387 2.94 1136 Btuh 9 Frame -Wood - Ext (0.077) 19.0/0.0 304 2.94 891 Btuh 10 Frame-Wood - Ext (0.077) 19.0/0.0 404 2.94 1187 Btuh Wall Total 1397 s ft 4101 Btuh Doors Type Storm Ueff. Area X HTM= Load 4 Insulated - Exterior, n (0.460) 20 17.5 350 Btuh Door Total 20(4;-f+\ 35013tuh Ceilings Type/Color/Surface Ueff. R-Value Area X HTM= Load 2 Vented Attic/L/Shing (0.031) 30.0/1.0 1282 1.2 1508 Btuh Ceiling Total 1282(sqft) 150813tuh Floors Type Ueff. R-Value Size X HTM= Load 2 Interior (1.180) 0.0 1264.0 sqft 0.0 0 Btuh 3 Raised -Open (0.050) 19.0 18.0 sqft 1.9 34 Btuh Floor Total 1282 s ft 34 Btuh Room Envelope Subtotal: 8255 Btuh Infiltration Type Wholehouse ACH Room Volume Wall Ratio CFM= Natural 0.45 11538 0.49 92.1 3848 Btuh Duct load Average sealed, Supply(R6.0-Attic),Return(R6.0-Attic) (DLM of 0.196) 2376 Btuh Room#2 Sensible Room Subtotal 14478 Btuh EnergyGauge®/USRRZB v3.1 Page 2 Manual J Winter Calculations Residential Load - Component Details (continued) Elite Homes Inc. Project Title: Lot 18 Paradise Preserve Atlantic Beach, FL 32233-0000 Building Type: User 8/15/2013 HOLE HOUSE TOTALS Subtotal Sensible Heat Loss 37876 Btuh Totals for Heating Ventilation Sensible Heat Loss 0 Btuh Total Heat Loss 37876 Btuh EQUIPMENT 1. Electric Heat Pump # 42000 Btuh Key:Window types-NFRC(Requires U-Factor and Shading coefficient(SHGC)of glass as numerical values) or-Glass as'Clear or'Tint'(Uses U-Factor and SHGC defaults) U-(Window U-Factor) HTM-(ManualJ Heat Transfer Multiplier) Version 8 EnergyGaugeO/USRRZB v3.1 Page 3 System Sizing Calculations - Summer Residential Load Room by Room Component Details Elite Homes Inc. Project Title: Lot 18 Paradise Preserve Atlantic Beach, FL 32233-0000 8/15/2013 Reference City: Jacksonville, FL Temperature Difference: 18.0F(MJ8 99%) Humidity difference: 53gr. Component Loads for Room#1: 1st Floor J Type* Overhang Window Area(sqft) HTM Load Window Panes SHGC U InSh IS Omt Len Gross Shaded Unshad Shaded Unshaded 1 2 NFRC 0.30,0.35 No No NE 6.3ft 2.0ft 36.0 0.0 36.0 13 26 948 Btuh 2 2 NFRC 0.30,0.35 No No NE 6.3ft 4.Oft 6.0 0.0 6.0 13 26 158 Btuh 3 2 NFRC 0.30,0.35 No No SE 1.5ft 4.Oft 6.0 0.0 6.0 13 28 168 Btuh 4 2 NFRC 0.30,0.35 No No SE 12.8f 2.Oft 48.0 48.0 0.0 13 28 603 Stuh 5 2 NFRC 0.30,0.35 No No SW 1.5ft 16.Of 54.0 0.0 54.0 13 28 1508 Btuh 6 2 NFRC 0.30,0.35 No No NW 1.5ft 8.Oft 46.5 0.0 46.5 13 26 1225 Btuh Window Total 197 (sqft) 4611 Btuh Walls Type U Value R-Value Area(sqft) HTM Load Cav/Sheath 1 Frame-Wood-Adj 0.08 19.0/0.0 70.0 1.4 97 Btuh 2 Frame-Wood-Ext 0.08 19.0/0.0 342.3 1.6 540 Btuh 3 Frame-Wood-Ext 0.08 19.0/0.0 137.3 1.6 216 Btuh 4 Frame-Wood-Ext 0.08 19.0/0.0 148.7 1.6 234 Btuh 5 Frame-Wood-Ext 0.08 19.0/0.0 334.3 1.6 527 Btuh 6 Frame-Wood-Ext 0.08 19.0/0.0 396.8 1.6 626 Btuh Wall Total 1430 (sqft) 2240 Btuh Doors Type Area (sqft) HTM Loa 1 Insulated-Garage 20.0 13.3 267 Btuh 2 Insulated-Exterior 24.0 13.3 320 Btuh 3 Insulated-Exterior 20.0 13.3 267 Btuh Door Total 64(sqft) 854 Btuh Ceilings Type/Color/Surface U Value R-Value Area(sqft) HTM Load 1 Vented Attic/Light/Shingle 0.031 30.0/1.0 50.0 1.33 67 Btuh Ceiling Total 50(sqft) 67 Btuh Floors Type R-Value Size HTM Load 1 Slab On Grade 0.0 1332(ft-perimeter) 0.0 0 Btuh Floor Total 1332.0(sqft) 0 Btuh Zone Envelope Subtotal: 7772 Btuh Infiltration Type Wholehouse ACH Volume(cuft)Wall Ratio CFM= Load Natural 0.45 13320 0.51 94.3 1865 Btuh Internal Occupants Btuh/occupant Appliance Load Btuh gain 1 X 230 Sensible Envelope Load: 9867 Btuh Duct load Average sealed,Supply(R6.0-Attic),Retum(R6.0 Attic) (DGM of 0.296) 2920 Btuh Sensible Zone Load I 12787 Btuh EnergyGauge®/USRRZB 0.1 Page 1 Manual J Summer Calculations Residential Load - Component Details (continued) Elite Homes Inc. Project Title: Climate:FL_JACKSONVILLE_INTL_ARPT Lot 18 Paradise Preserve Atlantic Beach, FL 32233-0000 8/15/2013 Component Loads for Room#2: 2nd Floor Type` Overhang Window Area(sqft) HTM Load Window Panes SHGC U InSh IS Omt Len H Gross Shaded Unshade Shaded Unshaded 7 2 NFRC 0.30,0.35 No No NE 6.3ft 3.0ft 20.0 0.0 20.0 13 26 527 Btuh 8 2 NFRC 0.30,0.35 No No NE 6.3ft 2.Oft 8.0 0.0 8.0 13 26 211 Btuh 9 2 NFRC 0.30,0.35 No No SE 1.5ft 8.Oft 15.5 0.0 15.5 13 28 433 Btuh 10 2 NFRC 0.30,0.35 No No SE 1.5ft 6.Oft 6.0 0.0 6.0 13 28 168 Btuh 11 2 NFRC 0.30,0.35 No No SE 1.5ft 2.011 8.0 1.6 6.4 13 28 198 Btuh 12 2 NFRC 0.30,0.35 No No SE 1.5ft 2.0ft 27.0 3.7 23.3 13 28 697 Btuh 13 2 NFRC 0.30,0.35 No No SW 1.5ft 8.0ft 46.5 0.0 46.5 13 28 1299 Btuh 14 2 NFRC 0.30,0.35 No No NW 1.5ft 4.0ft 31.0 0.0 31.0 13 26 817 Btuh 15 2 NFRC 0.30,0.35 No No NW 1.5ft 2.0ft 8.0 0.0 8.0 13 26 4511 Btuh 1 Btuh Window Total 170(sqft) Walls Type U Value R-Value Area(sqft) HTM Load Cav/Sheath 7 Frame-Wood-Ext 0.08 19.0/0.0 302.0 1.6 476 Btuh 8 Frame-Wood-Ext 0.08 19.0/0.0 386.8 1.6 610 Btuh 9 Frame-Wood-Ext 0.08 19.0/0.0 303.5 1.6 478 Btuh 10 Frame-Wood-Ext 0.08 19.0/0.0 404.3 1.6 637 Btuh Wall Total1397 (sqft) 2202 Btuh Doors Type - - -- - - -Area (sqft) HTM Load 4 Insulated-Exterior 20.0 13.3 267 Btuh Door Total 20 (sqft) 267 Btuh Ceilings Type/Color/Surface U Value R-Value Area(sqft) HTM Load 2 Vented Attic/LighUShingle 0.031 30.0/1.0 1282.0 1.33 1707 Btuh Ceiling Total 1282(sqft) 1707 Btuh Floors Type R-Value Size HTM Load 0.0 1264(sqft) 0.0 0 Btuh 2 Interior 0.7 12 Btuh 3 Raised-Open 19.0 18(sqft) Floor Total 1282.0 (sqft) 12 Btuh Zone Envelope Subtotal: 8748 Btuh Infiltration Type Wholehouse ACH Volume(cuft)Wall Ratio CFM= Load Natural 0.45 11538 0.49 92.1 1823 Btuh Internal Occupants Btuh/occupant Appliance Load gain 4 X 230 + 0 920 Btuh Sensible Envelope Load: 11490 Btuh Duct load Average sealed,Supply(R6.0-Attic),Retum(R6.o-attic) (DGM of 0.296) 3400 Btuh Sensible Zone Load 14890 Btuh EnergyGauge&/USRRZB 0.1 Page 2 Manual J Summer Calculations Residential Load - Component Details (continued) Elite Homes Inc. Project Title: Climate:FL_JACKSONVILLE_INTL_ARPT Lot 18 Paradise Preserve Atlantic Beach, FL 32233-0000 8/15/2013 ;The following window Excursion will be assigned to the system loads. Windows . October excursion for System 1 147 Btuh Excursion Subtotal: 147 Btuh 43 Btuh Duct load Sensible Excursion Load 190 Btuh EnergyGauge&/USRRZB 0.1 Page 3 Manual J Summer Calculations Residential Load - Component Details (continued) Elite Homes Inc. Project Title: Climate:FL_JACKSONVILLE_INTL_ARPT Lot 18 Paradise Preserve Atlantic Beach, FL 32233-0000 8/15/2013 WHOLE HOUSE TOTALS Sensible Envelope Load All Zones 21504 Btuh Sensible Duct Load 6363 Btuh Total Sensible Zone Loads 27867 Btuh Sensible ventilation 0 Btuh Blower 0 Btuh Whole House Total sensible gain 27867 Btuh Totals for Cooling Latent infiltration gain (for 53 gr. humidity difference) 6713 Btuh Latent ventilation gain 0 Btuh Latent duct gain 1569 Btuh Latent occupant gain (5.0 people @ 200 Btuh per person) 1000 Btuh Latent other gain 0 Btuh Latent total gain 9282 Btuh TOTAL GAIN 37149 Btuh EQUIPMENT [1. Central Unit # 42000 Btuh `Key: Window types(Panes-Number and type of panes of glass) (SHGC-Shading coefficient of glass as SHGC numerical value) (U-Window U-Factor) (InSh-Interior shading device: none(No), Blinds(B),Draperies(D)or Roller Shades(R)) - For Blinds:Assume medium color,half closed For Draperies:Assume medium weave,half closed For Roller shades:Assume translucent,half closed (IS-Insect screen:none(N),Full(F)or Half(%)) (Omt-compass orientation) Version 8 EnergyGaugeO/USRRZB v3.1 Page 4 Page 1 of 1 4 M EA El 1 CpppyAt Cl00SCiryM3edaomri.Fl F7--1 I http://maps.coi.net/output/DuvalMapsSQL_itdgism92352398460... 9/26/2013 r� Lumber design values are in accordance with ANSI/TPI 1 section 6.3 =PARADISEkt*§ igns rely on lumber values established by others. Co P Y MiTekRE: 131791 - ELITE L18 ER � MiTek USA, Inc. Site Information: 6904 Parise East Blvd. Customer Info: Elite Homes Project Name: L18 Paradise Preserve Model: Tampa,FL 33610-4115 Lot/Block: 18 Subdivision: Paradise Preserve Address: 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 Wind Code: ASCE 7-10 Wind Speed: 130 mph Floor Load: 55.0 psf Roof Load: 32.0 psf This package includes 34 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 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss NameL 11 IT5004437 IA01 8/28/013 118 I T5004454 I D02 I8/28/013 12 IT5004438 1 A02 18/28/013 119 I T5004455 I F01 18/28/013 13 I T5004439 I A03 18/28/013 120 I T5004456 I F02 18/28/01 3' d " a 4 IT5004440 I A04 8/28/013 121 IT5004457 IF03 8/28/013 0 5 T5004441 A05 8/28/013122 T5004458 F04 8/281 13 16 I T5004442 I B01 18/28/013 123 I T5004459 F05 8/28/ 13 7 T5004443 B02 8/28/013 24 T5004460 F08 8/28/ 3 = W a; LL 8 T5004444 B03 8/28/013 25 T5004461 F09 8/28/0 3 Z `� 19 IT5004445 I B04 18/28/013 126 T5004462 F12 8/28/0 3 N v 10 T5004446 B05 8/28/013 27 T5004463 F13 8/28/0 3 „o e ❑ ❑ ❑ �;o 11 T5004447 B06 8/28/013 28 T5004464 F1518/2810-1w G z 12 T5004448 B07 8/28/013 29 T5004465 F16 8/28/0:1 1 E LO d � � o r O O d W M 13 T5004449 B08 8/28/013 30 T5004466 F17 8/28/0 g a; o ,,,z 14 T5004450 C01 8/28/013 31 T5004467 FT01 8/28/ -or! o z v G m Z C77 J 1 15 1 T5004451 f CO2 18/28/013 132 I T5004468 FT02 8/28/0111 N Z J T5004452 CO318/28/01333 T5004469 FT03 c w ;:D16 z 117 I T5004453 I D01 8/28/013 34 T5004470 FT04 8/28/0 g,- 1�! o 0 rn O oC ✓i � d ~O N�Y The truss drawing(s)referenced above have been prepared by MiTek ,, ,��p�� m _ Industries, Inc. under my direct supervision based on the parameters %%%� E N. � �'.❑ G provided by TrussMart Bldg Compts,LLC. �N•• •�'� SF••'•i0 Truss Design Engineer's Name: Magid, Michael * No 53681 My license renewal date for the state of Florida is February 28,2015. _ G% IMPORTANT NOTE:Truss Engineer's responsibility is solely for .- STATE O :441 design of individual trusses based upon design parameters shown %�T'•.� P.•'��; on referenced truss drawings. Parameters have not been verified ''��S'' 0 R �.�•' ��,`� as appropriate for any use. Any location identification specified is '��,S/GNAT ��. % for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, FL Cert. 6634 per ANSI/TPI-1, Chapter 2. August 28,2013 Magid, Michael 1 of 2 i- { RE: 131791 - ELITE L18 PARADISE RESERVE Site Information: Customer Info: Elite Homes Project Name: L18 Paradise Preserve Model: Lot/Block: 18 Subdivision: Paradise Preserve Address: City: Atlantic Beach State: FL 2 of 2 Job Truss Truss Type sly Ply 118 PARADISE RESERVE T5004437 131791 A01 Common Truss 7 JE1ITE ob Reference_(o�honal) TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Wed Aug 28 13:41:54 2013 Page ID:XlakeYhbeBmOS6BswxXBHezjvZl-ryG66sjDNT2eQMclSbrlgcD zE?xbbTpB2al8zyjJY L._.t&S. 5-2-7 10.0.8 ____14-10.9 _.- i 20.1-0 21-7-0 1-6-0 5.2-7 4-10.1 4-10-1 5.2-7 1.60 4x4= Scale=1:50.2 4 12 13 9.00 12 1.5x4 \\ 1.5x4 3 5 11 14 0 2 6 0 j31 7 1 10 9 15 18 B 3z4= 3x4= 3x4=3x4= 3x4= F 69-12 13-3-4 20.1-0 69.12 _ 65-7 69.12 Plate Offsets(X,Y): [4:0.2-0,0-_1_-12L LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.32 Vert(LL) -0.08 8-10 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.33 Vert(TL) -0.11 8-10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.24 Horz(TL) 0.02 6 n/a n/a BCDL 5.0 Code FRC201 OrFP12007 (Matrix) Weight:109 Ib FT=O% LUMBER BRACING - - --- - -- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-11-6 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 installed iTek recommends that Stabilizersandrequired cross bracing be during truss erection,in accordance with Stabilizer nstallation guide,__ REACTIONS (Ib/size) 2=655/0-5-8 (min.0-1-8),6=655/0-5-8 (min.0-1-8) Max Horz 2=-253(LC 8) Max Uplift2=-358(LC 10),6=-358(LC 10) Max Grav 2=726(LC 2),6=726(LC 2) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-11=-840/338,3-11=-824/362,3-12=-886/429,4-12=-863/444,4-13=-863/444, 5-13=-886/429,5-14=-824/362,6-14=-840/338 BOT CHORD 2-10=-98!]37,9-10=0/486,9-15=0/486,15-16=0/486,8-16=0/486,6-8=-98/619 WEBS 4-8=-183/437,5-8=-349/231,4-10=-183/437,3-10=-349/231 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)V2sd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.Il;Exp ��� /I.* C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-7-1 to 1-4-15,Interior(1)1-4-15 to 7-0-8,Exterior(2)7-0-8 to 10-0-8, Interior(1)13-0-8 to 18-8-1 zone;cantilever left and right exposed,end vertical left exposed;C-C for members and forces&MWFRS for i�� CJC,.• N'• reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 :� A\•�. �\ S •.ivy%�� 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. N 4)`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 .", No 53681 between the bottom chord and any other members,with BCDL=5.Opsf. *:• ••: 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 358 Ib uplift at joint 2 and 358 Ib uplift at joint 6. •''0: .•�C 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. „��• STATE J F 441� LOADCASE(S) Standard ��J�. A, //,/ ��. F•'•� O R SOP•• SS�d N A; _FL Cert. 6634 August 28,2013 '7 A WARNING V-Ify design par amders nn d PSAD Mo I M ON Tt11S END INCL UDED fpt MK 1,EFEREPdt E PAGE M1 747J 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 M iTe k erector.Addiliorwl permanent bracing of the overall structure is the responsibility of the building designer.For gene guidance regarding fabrication,quality control.storage,delivery,erection and bracing,consult ANSI/TPIt Quality Criteria,DSB-89 and SCSI Bull dlnp Component 8904 Parke East Blvd. Sale Irdwmation 74,ble from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 2 314. Tempa,Parke 33810-4115 If4rauthernPinxiiSp ILunt>xri:ss{mrrrfrr..rl.thede:xignvahiesarethaseeHectireL06/01/201..SiiyAl.St: Job Truss Truss Type Oty Ply ELITE L18 PARADISE RESERVE T5004438 131791 A02 Common Truss 1 _. Z Job Reference(optional TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Wed Aug 2813:41 57 2013 Page ID:XlakeYhbeBmOS6BswxX8HezjvZl-GXyFkul6g00DHpLJ8jP?IFrWGSwlo_FtxpPIHyjJY 17112 + 10.0.8 14-94 _---------- 20.1-0 53.12 441-12 4-8.12 5-3.12 4x4= Scale=1:49.4 4 9.00 12 3x4 3x4 3 5 8 0 2 0 9 8 7 it [! 3X4= 10 2x4 4x8= 3x8= 2.4 11 HGUS26.2 3x4= 53-12 10-0-8 14-9-4 20-1-0 53-12 4-8-12 4-8-12 _ 5312 Plate Offsets - 2,0-1- 50-1-12,0-1-8) LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.19 Vert(LL) 0.05 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.71 Vert(TL) -0.08 6-7 >999 180 BCLL 0.0 Rep Stress Ina NO WB 0.13 Horz(TL) 0.01 6 n/a n/a BCDL 5.0 Code FRC2010/TP12007 (Matrix) Weight:252 lb FT=0% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. WEBS 2x4 SP No.3 REACTIONS (Ib/size) 6=1419/0-5-8 (min.0-1-8),2=700/0-5-8 (min.0-1-8) Max Horz 2=244(LC 7) Max Uplift6=-728(LC 8),2=-411(LC 8) Max Grav 6=1602(LC 2),2=826(LC 2) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1018/405,3-4=-741/398,4-5=-745/402,5-6=-1417/620 BOT CHORD 2-10=-227/736,9-10=-227/738,8-9=-227/738,7-8=411/1083,7-11=-411/1083, 6-11=-411/1083 WEBS 4-8=-334/567,5-8=-737/448,5-7=-237/595,3-8=-311/209 NOTES 1)2-ply truss to be connected together with 1 O(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. ,�G` P�G�- S. /y�����, 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 `4, G•E connections have been provided to distribute only loads noted as(F)or(8),unless otherwise indicated. `� \..•�\ S` ' � .�•% 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;8=45ft;L=24ft;eave=4ft;Cat.Il;ExpZNO 53$$1 C;End.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left exposed;Lumber DOL=1.60 plate grip �`* :• ••: DOL=1.60 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'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. % •'. STATE OF :w 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 728 Ib uplift at joint 6 and 411 Ib uplift at joint 2. L O kq• \ 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. iiSS'• .R.•• �Q` 9)Use Simpson Strong-Tie HGUS26-2(20-10d Girder,8-10d Truss)or equivalent at 18-1-6 from the left end to connect truss(es) to back face of bottom chord. l/I���(I1111t�1 10)Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard ( FL Cert. 6634 August 28,2013 ontinued on a e 2 A INAW.NG,Verify design pararnettts and FEAD VOTES ON THIS AND IN 3.13 RD Mi MK PEFEREIKE PAGE f9:7473 BBFO,: UQQ F 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 1' is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillily 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 ANSVTPIl Duality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information va�Iable from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610.4115 If S0-athen;Pleie�SP!lmn tie rrsipw.ifiril.the tie sign values are these etfr r.tive of,joI J2013 by A.LSC 1 Job Truss Truss Type Qty Ply ELITE L18 PARADISE RESERVE T5004438 131791 A02 Common Truss 1 Reference(optionap _........_____ TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Wed Aug 28 13.41:57 2013 Page ID:XlakeYhbeBmOS6BswxX8HezjvZl-GXyFkul6gOQDHpLJBjP?IFrWGSV o_FtxpPlHyjJY LOAD CASE(S) Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:14=44,4-6=-44,2-6=-10 Concentrated Loads(lb) Vert:11=-980(B) %%%%%% l S. '',.�. .`� `G • c•E NS No 53681 :�•' STATE OF 4J 0 N A� I FL Cert. 6634 August 28,2013 [YARNING Verify rf.ian paramefs and RBeD MTES ON IFAS AND INCLUDPD NITEK REFERENCE PAGEAit1 747J BEFORE USE. Design volid 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 Meek 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/TP]l Quality Criteria,DSB-89 and Ill Building Component 6904 Parke East BIW. Solely Information i able from Truss Plate Institute 781 N.Lee Street,Suite 312 Alexandria,VA 22314. Tampa,FL 33610-4115 if Souther^Pin<e SP it.rmb-a.r i,i gmt.itip.d,the dv. rr)valurs a.re rho a rffer.ti•ve.1.16foll/1014 4Jy A1..Sd.: � 1 Job Truss Truss Type Oty Ply ELITE L18 PARADISE RESERVE 75004439 131791 A03 Common Truss 3 1 _ Job Reference o tionalL TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Wed Aug 28 13 41.58 2013 Page ID:XlakeYhbeBmOS6BswxXBHezjvZl-kkWdyDmkRhY4vzwWhRwEgSOf?rMtXO_P6bYyHkyjJY i•1.6-0 5-2-7 10.ba 14-10.9 17� 11 1-6A 5-2-7 4-10.1 4-10.1 1 -3 4x4 = Scale=1:50.2 4 12 13 9.00 12 1.5x4 \\ 3.4�� 3 5 1.5x4 II e 0 2 1 10 9 14 15 8 3x4= 7 3x4=3x4 = 3x4= 3x4= 8-9-12 10.0.8 13-3-4 17-11-12 6-9-12 3.2-12 Plate Offsets X [4:0-2-0,0-1-121 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.32 Vert(LL) -0.07 8-10 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.33 Vert(TL) -0.10 8-10 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.27 Horz(TL) 0.01 7 n/a n/a BCDL 5.0 Code FRC2010/TPI2007 (Matrix) Weight:108 Ib FT=0 LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 6-7:2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 2=600/0-5-8 (min.0-1-8),7=522/Mechanical Max Horz 2=218(LC 9) Max Uplift2=-335(LC 10),7=230(LC 10) Max Grav 2=666(LC 2),7=558(LC 2) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-11=-745/306,3-11=710/329,3-12=-772/396,4-12=749/412,4-13=-610/382, 5-13=-631/367 BOT CHORD 2-10=-219/631,9-10=57/378,9-14=-57/378,14-15=-57/378,8-15=-57/378,7-8=-167/367 WEBS 57=-600/275,4-10=181/446,3-10=-350/232 NOTES ,t1111111111111 1)Unbalanced roof live loads have been considered for this design. �� rc J/ 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.ll;Exp ,`S' C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-7-1 to 1-4-15,Interior(1)1-4-15 to 7-0-8,Extedor(2)7-0-8 to 10-0-8, *SN\ri E N S•, �� Ile 13-0-8 to 14-10-0 zone;cantilever left and right exposed;end vertical left exposed;C-C for members and forces&MWFRS for :%� .• F•'.� reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 No 53681 3)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. >~* � �•• 4)'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,with BCDL=5.Opsf. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 335 Ib uplift at joint 2 and 230 Ib uplift at joint ` 7 "'.. STATE OF 14 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ,�•. <` P;' LOAD CASE(S) Standard N AIL- FL LFL Cert. 6634 August 28,2013 I A WARNING Verify design parameter-s and?E813 NOTFS ON THIS AND INCLUDED 1121T1 F PEFERGNt E PAGE iyfli 7473 BBFr.2E IiSB. �. 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 bracing,consult ANSIITP11 Quality Criteria,DSIII and BCSI aullWng Component 6904 Parke East Blvd. safety IMormallon vo ble from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 2314. Tampa,FL 33610-4115 IfSauthernpine�5PIlunibe.riss{Ceti#ied,thedesignvatucaarethoseeffectivefJfi 61 G13ayAL5C Y � Job Truss Truss Type City Ply ELITE L18 PARADISE RESERVE T5004440 131791 A04 Common Truss 1 Job Reference(opGonall _ TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Wed Aug 28 13:42:01 2013 Page ID:XlakeYhbeBmOS6BswxX8HezjvZl-8JCIeFocjcwfmOe5NZTxS506a3Fzkf7roZncu3yjJV F &12 11HF8 14 53-12 4-8-12 4-8-12 4x4= Sub=1:52.8 3 9.00 12 3x4 3x4�� R 2 4 5 1 _A 1111 1111 11110 1111 ED HH —1111 11 H HII 1 11111 Id 10 11 12 13 8 14 15 16 17 18 19 3x6 i 9 7 6 HUS26 2x8 HUS26 4x8— 3x8 _ HUS26 2x8 5x8= HGUS26.2 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 Q7�0 _5-3-12 , 10-0-8 _ 14.9-4 19.9-6 0-r-0 51-12 4-8-12 - 4-&12 SD-4 Plate Offsets(X,Y): 11:0-1-100-1-81 f2:0-1-12.0-1-8t r4:0-1-12,0-1-81 5:0-0-00-1-71 —— LOADING(ps1 SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.62 Vert(LL) -0.08 1-9 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.94 Vert(TL) -0.15 1-9 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.69 Horz(TL) 0.04 5 n/a n/a BCDL 5.0 Code FRC2010/TP12007 (Matrix) Weight:244 Ib FT=0% I LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-3 oc purlins. BOT CHORD 2x6 SP No.2'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 5-8:2x6 SP SS WEBS 2x4 SP No.3 REACTIONS (Ib/size) 1=3202/0-3-8 (min.0-2-4),5=4008/0-4-0 (min.0-2-12) Max Harz 1=-218(LC 6) Max Uplift 1=-1 638(LC 8),5=-2064(LC 8) Max Grav 1=3797(LC 2),5=4682(LC 2) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-5045/2168,2-3=-3304/1513,3-4=-3304/1512,4-5=-5140/2233 BOT CHORD 1-10=-1640/3966,10-11=-1640/3966,11-12=-1640/3966,9-12=-1640/3966, 9-13=-1640/3966,8-13=-1640/3966,8-14=-1640/3966,7-14=-1640/3966,7-15=-1653/3951, 15-16=-1653/3951,6-16=-1653/3951,6-17=-1653/3951,17-18=-1653/3951, 18-19=-1653/3951,5-19=-1653/3951 WEBS 3-7=-1668/3633,4-7=-1806/907,4-6=-902/2133,2-7=-1820/891,2-9=-795/1960 NOTES Continued on page 2 ``11111111111 J!//// 1)2-ply truss to be connected together with 1 Od(0.131'x3")nails as follows: �1 eL S- Top chards connected as follows:2x4-1 row at 0-9-0 oc. ``%e .M'I Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. ,moi`\.•,•�\Ci•�•N S L•'.�f��� 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 ` : No 53681 connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. .r 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;6=45ft;L=24ft;eave=4ft;Cat.11;Exp'- ' C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left exposed;Lumber DOL=1.60 plate grip DOL=1.60 :13 STATE OF • LU 5)This truss has been designed fora 10.0 psf bottom chard live load nonconcurrent with any other live loads. -,0 -.• r4� 6)'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 'T '.A/ Q.•�' between the bottom chord and any other members. 'i'0 i P �\,�� 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1638 Ib uplift at joint 1 and 2064 Ib uplift at //j s/•••. joint 5. // 0 N A%111111 8)'Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 9)Use Simpson Strong-Tie HGUS26-2(20-10d Girder,8-10d Truss)or equivalent at 18-1-6 from the left end to connect truss(es) to front face of bottom chord. 10)Use Simpson Strong-Tie HUS26(14-10d Girder,4-10d Truss,Single Ply Girder)or equivalent spaced at 2-0-0 oc max.starting at 2-0-12 FL Cert. 6634 from the left end to 18-10-4 to connect truss(es)to back face of bottom chord. 11)Fill all nail holes where hanger is in contact with lumber. August 28,2013 A WARXI'M,'.Vrr:,P eesign par,att?los and READ MOTES ON THIS AND INCLUDED MPTEK REF'F,'f 04CE PAGE M71.7473 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 responsibility of the MiTek erector.Additional permanent bracing of the overoll 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,DS0-89 and BCSI Building Component 6904 Parke East BIW. sale, y Information va able from Truss Plate Institute,781 N.Lee Street,Suite 312.AlIe�xandria,VA 2314. Tamps,FL 33610-4115 IfSatsthennpin SP lumberrss{icw.irtwA,thadesignvaluesarethaneeffwxriveOfi{201/10 13 by A.L5C., P Job Truss Truss Type Qty Ply ELITE L18 PARADISE RESERVE T5004440 131791 A04 Common Truss 1 Reference(oDBonall TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Wed Aug 28 13:42:01 2013 Page ID:XlakeYhbeSmOS6BswxX8HezjvZl-8JCIaFocjcwfmQe5NZTxS506a3Fzkf7roZncu3yjJY NOTES 12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)48 Ib down and 32 Ib up at 0-1-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=44,3-5=44,1-5=-10 Concentrated Loads(lb) Vert:1=40 6=-518(B)10=-514(B)11=-514(8)12=-518(B)13=-518(B)14=-518(B)15=518(B)16=-518(B)17=-518(B)18=-943(F)19=-518(B) S. �. GENjq No 53681 -'7t �.� STATE OF J*i,N N A`E�k FL Cert. 6634 August 28,2013 WARNING-Verify design paramefera and READ MTES ON THIS AND INCLUDEDW=REFEREIKE PAGE MII 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. 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 responsibility of the Milry' e k erector.Additional permonent 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,DSB-89 and SCSI Building Component 6904 Parke East Blvd. sale N Ind—anon va' ble from Truss Plate Institute.781 N.Lee Street.Suite 312,Alexandria,VA 2314. Tampa,FL 33610.4115 IfSauthernpifxe 4P)Iurntser,x;;:ec.ifvrd,theda.signwiur_saret'hoseeffer.tive9 tit,/201.3tsyAL*sG __ _._ Job Truss Truss Type Qty Ply ELITE L18 PARADISE RESERVE T5004441 131791 A05 GABLE 1 1 _______ _ Job Reference(optional) TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Wed Aug 28 13:42:03 2013 Page ID:XlakeYhbeBmOS68swxX8HezjvZl-5hJW7xgtFEBN7koTU_VPXW5YSs81ChY8FtGjyxyjJ I i---1-6-9--f------- 10.0.e ---- ---+-- -- 20-1`0 ------ � 99����77��pp 1-6-0 10-0-8 10-0-9 _ 6-� 4x4= Scale:1/4"=1' 8 9 7 9.00 12 10 8 11 5 12 2 xB 13 I I 142x8 }0 d 15 Id 4x4= 24 23 22 21 20 19 18 17 16 414= 5x8= 201-0 20-1-0 Plate Offsets X Y: [2:0-1-0.0-1-14 3:0-6-9 040-4 13:0-6-9 0-0-4 14:0 1-0 0 1-14 21:0 4 0 0 3-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.21 Vert(LL) -0.01 15 n/r 120 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.06 Vert(TL) -0.02 15 n/r 120 BCLL 0.0 Rep Stress Ina YES WB 0.18 Horz(TL) 0.01 14 n/a n/a BCDL 5.0 Code FRC20101TPI2007 (Matrix) Weight:1301b FT=O% 4OP-C-HORD UMBER BRACING 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS All bearings 20-1-0. Installation auide. — (lb)- Max Horz 2=-243(LC 8) Max Uplift All uplift 100 Ib or less at joint(s)20,21,24,19,16 except 2=-104(LC 10),14=-105(LC 10),22=-102(LC 10),23=-102(LC 10),18=-102(LC 10),17=-102(LC 10) Max Grav All reactions 250 Ib or less at joint(s)2,14,20,21,22,23,24,19,18,17,16 FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat.ll;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)-1-7-1 to 1-4-15,Exterior(2)1-4-15 to 7-0-8,Comer(3)7-0-8 to 10-0-8, Exterior(2)13-0-8 to 18-8-1 zone;cantilever left and right exposed;end vertical left exposed;C-C for members and forces&MWFRS for `tit I�11 f f 111, reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 r� j 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable ,�� P Lt S� 41* �,� End Details as applicable,or consult qualified building designer as per ANSI/TPl 1-2002. C -**GEN* ,. ••' 4)All plates are 1.5x4 MT20 unless otherwise indicated. ,��, \G.•-*G E N S�•.�/'moi 5)Gable requires continuous bottom chord bearing. ♦ �; •• s 6)Gable studs spaced at 2-0-0 00, N 0 53681 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. :• ••: 8)`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. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)20,21,24,19,16 � except(jtAb)2=104,14=105,22=102,23=102,18=102,17=102. „` :. STATE J F :4J 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard �i �` . 0 R % FL Cert. 6634 August 28,20113 A WARA-NG Verify desiryrr pa ameters and READ N(JITFS ON THIS AND INCLUDED MITEY,REFERRIKE 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 erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MiTek' fabrication.quality control.storage.delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 6901 Parke East BIW. Safety lrdormaflon v0- ble from Truss Plate Institute.781 N.Lee Street,Suite 312,Alexandria,vA X2314. ifSaxuchernpine Sp tLE411beri:.s4.witfte t:hedp..i�rvahars:arethn r�wffr..s.tiretPfilft7(2;}?.3!yyAI..Sq�. Tampa,FL 33610-4115 1 Job Truss Truss Type Oty Ply ELITE L18 PARADISE RESERVE T5004442 131791 1301 Common Truss 2 1 Job Reference(optional) � TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Wed Aug 28 13:42:05 2013 Page i ID:XlakeYhbeBmOS6BswxXBHezjvZl-14RGOdr7nrR5F2yscPYtcxAs?gf1 gZgRjBlgl gyjJY r J._1 I 52-1 9-11-12 1a9-7 --,--19-1Od 65-2-1 4-9-11 a311 50.13 4x4= Scale:1/4"=1' 4 9 9.0115_2 1.5x4�� 1.5x4 i� 3 5 11 8 6 2 I: d 1 3x4 = 3x4= 3x8= 9.11-12 19-10-4 r 9.11-12 -- —�-- 9.10.8 Plate Offsets X [7:04-0,0-3-01... LOADING(psf) SPACING 2-0-0 CSI DEFL in (lac) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.34 Vert(LL) -0.21 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.74 Vert(TL) -0.38 6-7 >621 180 BCLL 0.0 Rep Stress Ina YES WB 0.26 Horz(TL) 0.02 6 n/a n/a BCDL 5.0 Code FRC201 OITP12007 (Matrix) Weight:98 Ib FT=0% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer nstallation guide. REACTIONS (Ib/size) 6=524/Mechanical,2=612/0-5-8 (min.0-1-8) Max Horz 2=243(LC 9) Max Uplift6=-254(LC 10),2=-364(LC 10) Max Grav 6=621(LC 2),2=729(LC 2) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-8=-831/368,3-8=-802/391,3-9=-688/344,4-9=-664/359,4-10=-663/364,5-10=-687/342, 5-11=-780/407,6-11=-824/393 BOT CHORD 2-7=194/648,6-7=-230/611 WEBS 4-7=242/565,5-7=-355/273,3-7=-358/227 NOTES 1)Unbalanced roof live loads have been considered for this design. J111111 11J1 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.ll;Exp ♦���� �� S �t,I't., C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-7-1 to 1-4-15,Interior(1)1-4-15 to 6-11-12,Exterior(2)6-11-12 to ♦♦ �{�. , 114 9-11-12,Interior(1)12-11-12 to 16-9-8 zone;cantilever left and right exposed;end vertical left exposed;C-C for members and forces& ♦♦♦ G E N MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 �NG�.V� .S`�:'.••% 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. No 53681 4)•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. 5)Refer to girder(s)for truss to truss connections. - 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=1b)6=254, S7 2=364. 113 STATE OF 'J Z 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard �i •' 0 R X C?\♦♦♦ NM- FL Cert. 6634 August 28,2013 WARMM-Verity desian paramet+- and READ N'iTFS ON THIS AND INCLUDED KITYS,K P"EFEW E PAGE L+V1 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-rat truss designer.Bracing shown is for laterol support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity,of the MiTek erector.Additional permanent brocing 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,DSO-89 and SCSI Building Component 6904 Parke East Blvd. Safety Intormatlon vo'able from Truss Plate Institute.781N.Lee Street,Suite 312.Alexandria,VA 2314. Tampa,FL 33610-4115 if4nut„ern Pine SP lumber„spesrfi�ed,the-de signwaluesarethr>seetfectivr_£fir/ttT/dOY3ilyA.L4C _ 1 � Job Truss Truss Type City Ply ELITE L18 PARADISE RESERVE T5004443 131791 B02 Common Truss 8 1 Job Reference Donal TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Wed Aug 2813 42:06 2013 Page to XIakeYhbeBmOS6BswxX8HezjvZl-VG?edzslY9ZxsCX2963698j234?7POYaxrUNZGyjJ F 52-1 9-11-12 { 14-9� 19-10-4 _1 52-1 4-9-11 4-9-11 5-0-13 44= Scale=1:47.5 3 9.00 12 8X45 1.5x4 �� 271 0 3x4= 5 3x4= 5x8= 19-10-4 9-11-12 ------------- Plate Offsets X Y: 6:0-4-0 0-3-01_ LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.32 Vert(LL) -0.20 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.75 Vert(TL) -0.37 5-6 >632 180 BCLL 0.0 Rep Stress Incr YES WB 0.30 Horz(TL) 0.02 5 n/a n/a BCDL 5.0 Code FRC2010/TPI2007 (Matrix) Weight:95 Ib FT=0% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation_guide REACTIONS (Ib/size) 1=528/0-5-8 (min.0-1-8),5=528/Mechanical Max Horz 1=-219(LC 8) Max Uplift s=-260(LC 10),5=-260(LC 10) Max Grav 1=626(LC 2),5=626(LC 2) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-7=-829/410,2-7=-772/425,2-8=-682/360,3-8=-658/383,3-9=-658/383,4-9=-6821360, 4-10=-775/426,5-10=-833/412 BOT CHORD 1-6=-242/667,5-6=-245/617 WEBS 3-6=-274/556,4-6=-355/274,2-6=-348/271 NOTES 1)Unbalanced roof live loads have been considered for this design. %%J1111111111 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.ll;Exp `�1 C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-2-12 to 3-2-12,Interior(1)3-2-12 to 6-11-12,Exterior(2)6-11-12 to % S. %%, P.E� 9-11-12,Interior(1)12-11-12 to 16-9-8 zone;cantilever left and right exposed;end vertical left exposed;C-C for members and forces& ♦� l.•G•E•..'• 9���� MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 `� \••.'�\ S'�;•.•'/� 3)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'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 ., No 53 681 between the bottom chord and any other members. * * .• 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Gt=lb)1=260, 5=2so. .:' cc 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. STATE OF� �• 441 Z LOAD CASE(S) Standard %'�• 'C Q;•'\�♦"' 1 N A`t� �`�♦ FL Cert, 6634 August 28,2013 Q[Ybt{A'fN Y fir.teseyrt}evarnst rs arm RPe%XOTM ON rMIS ANDJNCLUDED XITSX REFER—PIKE PAGE J61 7473 BEF(jRE USfr'. 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 erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MiTek fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality criteria,DSB-89 and BCSI Building Component Safety Information gvo able from Truss Plate Institute.781 N,Lee Street,Suite 312,Alexandria,VA/12314. Tampa,Parke 33610-4115 ifSrrurllerrlRimegSR 11.r4rrtleres .recifiwrf,l'hede::i nvalr.lsxs:4rvf4Fa:s:reffer.tiwx£ 6904 Parke East Blvd. 11/2131:3byA.t.S£. { 1 Job Truss Truss Type Qty Ply ELITE L18 PARADISE RESERVE 75004444 131791 B03 Common Truss 5 1 Job Reference TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Wed Aug 28 13:42:07 2013 Page ID:XlakeYhbeBmOS6BswxX8HezjvZl-zSZ1 rl W JShoU L6EjgalhMFCaUKs8TbkAVEx5iyjJY 9.11-12 52-1 4-9-11 4.9.11 54-1 4x4 = Scale=1:47.5 3 9.00 12 B 9 1.5x4�� 1.5x4 d 2 4 n 7 10 1 5 0 I 3x4 = a 3x4 5x8 = 20-1-8 20-1-8 Plate Offsets(X Y): f6:0-4-0 0-3-0) LOADING(psf) SPACING 2-a0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.33 Vert(LL) -0.22 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.78 Vert(TL) -0.40 5-6 >595 180 BCLL 0.0 Rep Stress incr YES WB 0.31 Horz(TL) 0.02 5 n/a n/a BCDL 5.0 Code FRC2010/TP12007 (Matrix) Weight:96 Ib FT=0% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-10-13 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 1=538/Mechanical,5=538/0-3-8 (min.0-3-8) Max Horz 1=219(LC 9) Max Uplift 1=-265(LC 10),5=-265(LC 10) Max Grav 1=637(LC 2),5=637(LC 2) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-7=857/422,2-7=-812/437,2-8=-702/368,3-8=-678/391,3-9=-678/391,4-9=702/369, 4-10=-817/440,5-10=-862/425 BOT CHORD 1-6=-256/692,5-6=-260/648 WEBS 3-6=-285/583,4-6=-375/284,2-6=-366/280 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10,Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.II;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-0-12 to 3-0-12,Interior(1)3-0-12 to 6s -11-12,Exterior(2)6-11-12 to ��� Ps " '✓! I�j 9-11-12,Interior(1)12-11-12 to 16-11-12 zone,cantilever left and right exposed;end vertical left exposed;C-C for members and forces& `�� G� EN MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ����.'�� `SFS'.•%�� 3)This truss has been designed for a 10.0 psf bottom chord live load noncdncurrent with any other live loads. i (�)0 53 681 4)'This truss has been designed for alive 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. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=lb)1=265, O 5=265. �.� STATE rJF Z 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. (V LOAD CASE(S) Standard ••L (} R 1 •,���5`S�d N A� FL Cert. 6634 August 28,201,3 A WARWNG Perify design parameters and READ NOTES ON THIS AND INCLUDED KITEK REFERENCE PAGE MI 7473 BEFORE USE. NO vatic!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 bracing,consult ANSI/TPll Quality Criteria,OSB-89 and BCSI Building Component 6904 Parke East Blvd. Salely InformaBonqva'able from Truss Plate Institute.781 N.Lee Street,Suite 312,Alexandria,VA 2314. Tampa,FL 33610-4115 If SoufhernPrne SVV luxnhe.ri: s{xmifred the de sign v4luesare tho:seeffective_06 ,01j2013tryALSC I r Job Truss Truss Type Oty Ply ELITE L18 PARADISE RESERVE 75004445 131791 B04 Common Truss 1 1 Job Reference o tional TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Wed Aug 28 13:42:08 2013 Page ID:XlakeYhbeBmOS68swxXBHezjvZl-Rf7P2eu?4mpf6VhRHX5aEZoNAtfJtvMtPgzuegyjJY -1-rra _ 5-2-1 s-x.1.2_ 14-9-7 2o-1-a--- -61 0+ 5-2-1 I ill �— 4-9-11 ---- 5-41 4x4= Scale:1/4"=1' 4 9X1,5x 9.00 12 1.5x4��3 8 e 0 2 1 3x4= 7 3.4 5x8= 20.1-8 2a1-8 Plate Offsets(X,Y): [7:0-4-0.0-3-01 LOADING(psf) SPACING 2-0.0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.34 Vert(LL) -0.23 6-7 >999 240 MT20 2441190 TCDL 7.0 Lumber Increase 1.25 BC 0.77 Vert(TL) -0.41 6-7 >578 180 BCLL 0.0 Rep Stress Incr YES WB 0.28 Horz(TL) 0.02 6 n/a n/a BCDL 5.0 Code FRC2010/TP12007 (Matrix) Weight:99 Ib FT=0% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-11-5 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 6=532/0-3-8 (min.0-1-8),2=615/0-3-8 (min.0-3-8) Max Horz 2=243(LC 9) Max Uplift6=-258(LC 10),2=-362(LC 10) Max Grav6=631(LC 2),2=732(LC 2) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-8=-851/377,3-8=-821/400,3-9=-703/351,4-9=-679/366,4-10=-678/371,5-10=-702/349, 5-11=-818/419,6-11=-850/404 BOT CHORD 2-7=-205/665,6-7=-244/639 WEBS 4-7=-251/584,5-7=-375/283,3-7=366/234 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.11;Exp >>1 1I, C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-7-1 to 1-4-15,Interior(1)1-4-15 to 6-11-12,Exterior(2)6-11-12 to ` Q��t Jc. M "" 9-11-12,Interior(1)12-11-12 to 16-11-12 zone;cantilever left and right exposed;end vertical left exposed;C-C for members and forces& `N% (jC .•'C•E N ��j MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ����•,•"�� `SSC`••,•% 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)*This truss has been designed for alive 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 * "• N 0 536 81 •.• between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b)6=258, 2=362. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. STATE J F �441 LOAD CASE(S) Standard `0N A`i-11111100 ��`�� �FL Cert. 6634 August 28,2013 0 wARNlNf7.Verify design paranzetera and REAM NOTES ON THIS AND INCLUDED XITR:REFERENCE PAGE Ail!-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 Iruss 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/7PI1 Quality Criteria,DSO-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information va able from Truss Plate Institute.781 N.Lee Street.Suite 312,Alexandria,VA X2314. Tampa,FL 33610-4115 If so a rh e r n Pur a SP turn b4rr'i:>r4.B'+.r.ifierl,fh a rtr.�sin vak.rr:s acre tirrr:se+�.f#ea:t ive£i(i{09 f 201.3 by ALSO; It I Job Truss Truss Type Qty Ply ELITE L16 PARADISE RESERVE 75004446 131791 B05 GABLE 1 1 Job Reference o tion_ TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Wed Aug 28 13 42:10 2013 Page ID:XlakeYhbeBmOS68swxXBHezjvZl-N1 E9TKvGcN3NLpgpOy72J tm4hX9LrzAsSSbilyjJY -1-6-0 9.11-12 9n.-8 1-6-0 9.11-12 10-1-12 4x4= Scale=1.47.3 7 a e 9.00 12 23 24 5 9 4 10 25 7.6 I I 11 12 0 d 1 4x4= 5x8= 3x4 21 20 19 18 17 16 15 14 13 20-1-a 20-1-8 Plate Offsets 2:0-1-0 0-1-14 3:0-3-1 0-2-12 17:04-0 0-3-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deg L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.19 Vert(LL) -0.00 1 n/r 120 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.04 Vert(TL) -0.00 1 n/r 120 BCLL 0.0 Rep Stress Ina YES WB 0.14 Horz(TL) 0.00 12 n/a n/a BCDL 5.0 Code FRC2010/TP12007 (Matrix) Weight:120 Ib FT=0% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be�] installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS All bearings 20-1-8. (lb)- Max Horz 2=231(LG 9) Max Uplift All uplift 100 Ib or less at joint(s)2,12,17,18,20,21,16,14,13 except 19=101(LC 10),15=-102(LC 10) Max Grav All reactions 250 Ib or less at joint(s)2,12,17,18,19,20,21,16,15,14,13 FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10,Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf,BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.ll;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)A-6-0 to 1-6-0,Interior(1)1-6-0 to 6-11-12,Exterior(2)6-11-12 to 9-11-12, Interior(1)12-11-12 io 16-6-9 zone;Cantilever left and right exposed;end vertical left exposed;C-C for members and forces&MWFRS for `,,���I I 11111117,, reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable �P+�!; End Details as applicable,or consult qualified building designer as per ANSI/TPI 1-2002. ;♦ NG 4)All plates are 1.5x4 MT20 unless otherwise indicated. ; 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 2-0-0 oc. N O 53681k •: * a 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)'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. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)2,12,17,18,20,21,16,1 STATE OF fit/ 14,13 except Qt=lb)19=101,15=102. 441 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. SGT % LOAD CASE(S) Standard *'.111&/0 Ftt t M1111 FL Cert, 663 August 28,2013 A WARWNG Vertfi7 design parameters and RFAD NOTES ON THIS AND INCLUDED WTF,K REFERENCE PAGE MII 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 MR 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/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East BW. Salety Information Qvolable from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria.vA 231 a. Tampa,FL 33610-4115 If eta i.herrt Pine 4P turn bel rc:petrfier1,th a rl a sign valtres are those effective fl£.bI 41313 try AL4C I r Job Truss Truss Type Qty Ply ELITE L18 PARADISE RESERVE T5004447 131791 BO6 GABLE 1 1 (optional) TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Wed Aug 28 13:42:12 2013 Page ID:XlakeYhbeBmOS6BswxXBHezjvZl-KQMvuOx W8?J5b7_C WNA WOPz4BVDapI WTKmxinwyjJY 9-11.12 19-104 1.8-0 9-11-12 9-10-8 4x4 = Scale=1:46.6 8 7 9 9.00 12 24 )K25 6 10 g 11 2x8 II 26 12 13 0 m 44= 22 21 20 19 is 17 16 15 14 3x4 5x8= r 19.10.4 19.10.4 _ Plate Offsets X 2:0-1-0 0-1-14 3:0-6-9 0-0-4UI B_0-4-0,0-3-01 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.21 Vert(LL) -0.00 1 n/r 120 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.04 Vert(TL) -0.01 1 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(TL) 0.00 13 n/a n/a BCDL 5.0 Code FRC201 O/TPI2007 (Matrix) Weight:121 Ib FT=0% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer All bearings 19-10-4 Installation REACTIONS . (lb)- Max Horz 2=232(LC 9) Max Uplift All uplift 100 Ib or less at joint(s)2,13,18,19,22,17,15,14 except 20=-101(LC 10),21=-102(LC 10),16=-102(LC 10) Max Grav Al reactions 250 Ib or less at joint(s)2,13,18,19,20,21,22,17,16,15,14 FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.ll;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-7-1 to 1-4-15,Interior(1)14-15 to 6-11-12,Extedor(2)6-11-12 to 9-11-12,Interior(1)12-11-12 to 16-6-9 zone;cantilever left and right exposed;end vertical left exposed;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1-2002. C) N•• 'Q 4)All plates are 1.5x4 MT20 unless otherwise indicated. •.•�\C s�'. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 2-0-0 oc. No 53681 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcumenl with any other live loads 7k .' ,•: 8)*This truss has been designed for alive 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. ; 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)2,13,18,19,22,17,15,,• , 14 except Qt=lb)20=101,21=102,16=102. ;U.. STATE OF 141, 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ��,r• ,C Q `� LOAD CASE •S) Standard ��j �\4� S`S�ONAk- FL Cert. 6634 1 August 28,2013 Q W6kNING Verify design paramelers and READ NOYES ON7WIS AND INCLUDED 1N.ITEKREFERENLWEPAGE 0III 747:3 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/71`11 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Id Worm Ion va'able from Truss Plate Institute.781 N.Lee Street,Suite 312,Alexandria,VA X2314. Tamps,FL 33610-4115 I#Souf.hernPleleISI lurtrilerrss1s rr#ird,xfiedeai nwalleestreextiraser.�.f#rr.r.titre0£/@3J?013;ayA.I..S[ P Job Truss Truss Type pty Ply ELITE L18 PARADISE RESERVE T5004448 131791 B07 GABLE 1 1 Job Reference optional TRUSSMART BUILDING COMPONENTS,Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Wed Aug 28 15:05:42 2013 Page 1 ID:XlakeYhbeBmOS6BswxX8HezjvZl-E?ggkpApGoCD41NMY 78nQTFg261ff3uNEYpcXyjlit 1-8-0 4-5-8 8-it-0 10-5-0__ { 4-5-8 4-5-8 1-6-0 Scale=1:23.1 4x4= 4 9.00 12 3x4 i 5 3x4 3 a 4x12 4x4 = 402 8 o� 2 5.00 12 7 1 0-1 7 4-5-2 4- -8 8-10-3 0-1-7 4-3-11 0- 44-11- 0-13 13 Plate Offsets(X Y): [2:0-2-14.0-1-81,16:0-2-14.0-1-81.[8:0-2-0.0-2-81 LOADING (psf) SPACING 2-0-0 CSI DEFL in (los) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.28 Vert(LL) -0.01 6-8 >999 240 �MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.10 Vert(TL) -0.02 6-8 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(TL) -0.00 2 n/a n/a BCDL 5.0 Code FRC2010/TPI2007 (Matrix) Weight:43 Ib FT=0% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (Ib/size) 2=184/0-3-8 (min.0-1-8),6=184/0-3-8 (min.0-1-8),8=243/0-3-8 (min.0-1-8) Max Harz 6=11g(LC 9) Max Uplift 2=-217(LC 10),6=-217(LC 10) Max Grav 2=228(LC 21),6=228(LC 22),8=305(LC 16) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 4-8=-382/117 NOTES ,,tt1111111f1!!!! 1)Unbalanced roof live loads have been considered for this design. ��� �� S. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft; X\P.•••• M,c� �� Cat.ll;Exp C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left ,�� \G . •�G E N S exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ;• F 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry No 53681 Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 4)Gable studs spaced at 2-0-0 oc. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)`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. x1IIJ 7 Bearingat joints 2,6 considers parallel to rain value usingANSIRPI 1 angle to rain formula. Buildingdesigner should verifySTATE J F ` capacity of bearing surface. �i'�•• '� P;•• �� 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 217 Ib uplift at joint 2 and 217 Ib uplift 'i��is•L 0 R 1 O•. \,`� at joint 6. i� ••�� �� 9) "Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. !/! 'ON LOAD CASE(S) Standard FL Cert. 6634 August 28,2013 INAWNG-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEIf REFERENCE PAGE 091 7473 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individuol 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 overoll structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSIfMI Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Solely IMamalbn qva able from Truss Plate Institute,781 N.Lee Street,Suite 312.Alexandria,VA X2314. Tampa,FL 33610-4115 If Sav them Piife gSP�turn bes 4;pec ified,the.Je i ign values are those effective 0fij a]/1013 try ALS[ I r JobTrvas Truss Type Qty Ply ELITE 118 PARADISE RESERVE 75004449 131791 BOB Scissor Truss 1 1 _ Job Reference'optional) TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Wed Aug 28 13:42:15 2013 Page ID:XlakeYhbeBmOS6BswxXBHezjvZl-k722 W1 zOQwhgSajnBVjDO2baEiBf?7RvOkAMNFyjJY 4-5-8— —_--+ 8-11-0 0 4-5-8 4x4= Scale=127.6 3 9.00 12 6 410= 4 � 2 la 5.00 12 5 1 30 3x4 4-5-8 8-11-0 r 4-5.8 4-5.8 Plate Offsets(X,Y): (2:0-1-0,Edgej 14:0-1-0 Edafel,f6:0-2-0,0-2-81 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.29 Vert(LL) -0.03 4-6 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.40 Vert(TL) -0.04 4-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(TL) 0.03 4 n/a n/a BCDL 5.0 Code FRC2010/71312007 (Matrix) Weight:39 Ib FT=0 LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer [Installation guide. REACTIONS (Ib/size) 2=308/0-5-8 (min.0-1-8),4=308/0-5-8 (min.0-1-8) Max Horz 2=-132(LC 8) Max Uplift2=-21 O(LC 10),4=-210(LC 10) Max Grav 2=369(LC 2),4=369(LC 2) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-540/0,3-4=-540/0 BOT CHORD 2-6=0/425,4-6=0/425 WEBS 3-6=0/403 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=13Omph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.ll;Exp V111111111111 C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left exposed;C-C for ��� members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ,N1 Pei.- Jr. 3)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. ��� G�•'•G E NS'✓%. 4)'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 �`�N�••�� {C between the bottom chord and any other members. N Q 53681 5)Bearing at joint(s)2,4 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=1b)2=210, 4=210. •� 7)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. STATE OF LOAD CASE(S) Standard FL Cert. 6634 August 28,2013 WARKiNG Vefifg design parameters aria PFAD NUIES ON THIS AND INCLUDED ANTI KK REFEREW B PAGE 5tit 7473 BEFORE USE. w1i 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 responsibility of the MiTek` erector.Additlonol permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,qualify control,storage,delivery,erection and bracing,consult ANSI/7PI1 Quality Criteria,DSB•89 and BCSt Building Component 6904 Parke East Blvd. Sale Information qvo able from Truss Plate Institute,781 N,Lee Street,Suite 312,Alexandria,VA X2314. Tampa,FL 33610-4115 lf4i�tithernPme. Sp lumbe :s.s:lt�r.ifird.t:he.de:>ignvah.resare ttia:serffar.tfuPDSJOI/2013byALSO o Job Truss Truss Type Qty Ply ELITE L18 PARADISE RESERVE T5004450 131791 C01 Common Truss 10 1 ob Reference o tional TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Wed Aug 28 13:42:17 2013 Page ID:XlakeYhbeBmOS6BswxX8HezjvZ 1-gO9oxj?fyXxOhutgJwlh5TguX WpOTz6CT2fTS7yjJY r-1_6- 5-10.15 11-5.8 17-0-1 22-11-0 ____ 1-50 5-10-15 5.6-9 5.6.9 510-15 1-6-0 4x4= Scale=1:54.6 4 12 13 9.00 12 1.5x4 \\ 1.5x4 3 5 11 14 0 2 6 y0 1 7 id 10 15 9 16 6 30= 30= 3x4 = 3x4= 3x4 = 7-9-2 151-14 22-11.0 7-9-2 7-4-12 7.9-2 Plate Offsets X [4:0-2-0.0-1-121 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.43 Vert(LL) -0.15 8-10 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.45 Vert(TL) -0.19 8-10 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.37 Horz(TL) 0.03 6 n/a n/a BCDL 5.0 Code FRC2010/TP12007 (Matrix) Weight:124 Ib FT=0% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-9 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation REACTIONS (Ib/size) 2=746/0-5-8 (min.0-1-8),6=746/0-5-8 (min.0-1-8) Max Horz 2=-284(LC 8) Max Uplift2=-396(LC 10),6=-396(LC 10) Max Grav 2=817(LC 2),6=817(LC 2) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-11=-972/394,3-11=-944/420,3-12=-1015/500,4-12=-988/515,4-13=-988/515, 5-13=-1015/500,5-14=-944/420,6-14=-972/394 BOT CHORD 2-10=-136/863,10-15=0/565,9-15=0/565,9-16=0/565,8-16=0/565,6-8=-135/717 WEBS 4-8=217/501,5-8=-401/270,4-10=-217/501,3-10=-401/270 NOTES 1)Unbalanced roof live loads have been considered for this design. %11111111111 2)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.Il;Exp %%%� C;End.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-7-1 to 1-4-15,Interior(1)1-4-15 to 8-5-8,Exterior(2)8-5-8 to 11-5-8, `%%G�P�';�•v;•Mq Interior(1)14-5-8 to 21-6-1 zone;cantilever left and right exposed;end vertical left exposed;C-C for members and forces 8 MWFRS for `S _ G i reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ,%�\; �� S�•.•./ 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. No 53681 4)`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,with BCDL=5.Opsf. -� 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b)2=396, 6=396. U LIJ CL Z6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ��, STATE rJ F LOAD CASE(S) Standard lO N A` FL Cert. 6634 August 28,201,3 A WARK.Nu Verify design pararn tars and READ;MITES ON THIS AND INCLUDED MTEK REFEAENIE Pd GE kW1 7473 BEFORE USE. Design valid for use only with MiTek connec lois.This design is based only upon parameters shown,and is for on individual building component. Applicobility of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for loterol 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,consull ANSI/TPII Quality Criteria,DS8.89 and SCSI Building Component 6904 Parke East Blvd. Safety Information qvo able from Truss Plate Institute.781 N.Lee Street,Suite 312,Alexandria.VA 2314. Tampa,FL 33610-4115 If Sou uhern Pune}SPP lumber i:,iper.ifie.d,the.de mgn valuers are 1:hrase effer.tir-06/0 06/09J2013 by AL4C i 1 1 � Job Truax Truss Type Qty Ply ELITE L18 PARADISE RESERVE T5004451 131791 CO2 GABLE 2 1 ._ ___ Job Reference o tional TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Wed Aug 28 13'42:19 2013 Page ID:XlakeYhbeBmOS6BswxXBHezjvZl-dmHZMPOvU8C5wBOYOLo9BuIHQJc1 xwlVxM8ZW0yjJ isQ�----- -- 11-5.8 T -- 22-11-0 24-5-0 1-6-0---- 1-6-0 11-5-8 11-5.8 -� -- 4x4= Scale=1:53.9 a 9 7 9.00 12 10 8 11 5 3x4 4 12 3x4 3x4 13 3x4101 1@1 lot 0 14 0 ¢� OX X C X X X X N X X15 44= 25 24 23 22 21 20 19 19 17 18 4x4 = 3x4= 22-11-0 ---41 -- 22-11-0 Plate Offsets(X,Y): LO-1-0 0-1-14],114:0-1-0 0-1-1 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deg L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.21 Vert(LL) -0.01 15 n/r 120 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.06 Vert(TL) -0.01 15 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.13 Hor2(TL) 0.01 14 n/a n/a BCDL 5.0 Code FRC2010/TPI2007 (Matrix) Weight:153 lb FT=0% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 8-20 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer quide_ .- REACTIONS All bearings 22-11-0. Installatiw_ --- _-- --- --- (lb)- Max Horz 2=-273(LC 8) Max Uplift All uplift 100 Ib or less at joint(s)20,22,25,19,16 except 2=-101(LC 10),14=-101(LC 10),23=-103(LC 10),24=-103(LC 10),18=-103(LC 10),17=-103(LC 10) Max Grav All reactions 250 Ib or less at joint(s)2,14,20,22,23,24,25,19,18, 17,16 FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 7-8=-187/266,8-9=-187/266 NOTES �{{1{111/tl!! !I 1)Unbalanced roof live loads have been considered for this design. ♦ 2)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat.11;Exp `S 1(q! !I� C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)-1-7-1 to 1-4-15,Exterior(2)1-4-15 to 8-5-8,Corner(3)8-5-8 to 11-5-8, �� �•.•' ••• '9n�i Extedor(2)14-5-8 to 21-6-1 zone;cantilever left and right exposed;end vertical left exposed;C-C for members and forces&MWFRS for ��� •• C'E N SF••yam f� reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable ." No 53 681 End Details as applicable,or consult qualified building designer as per ANSI/TPI 1-2002. �"*:• ••; * w 4)All plates are 1.5x4 MT20 unless otherwise indicated. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 2-0-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. :• STATE OF : 1 8)•This truss has been designed for a live load of 20.Opsf an the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit ,C between the bottom chord and any other members. 'r•• p;•• 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joints)20,22,25,19,160 R Q1, except Qt=lb)2=101,14=101,23=103,24=103.18=103,17=103. �� l) •••••••••••� �% 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. �!I!!��N A; r,1�` LOAD CASE(S) Standard cert. 6634 August 28,2013 Ai,At"IN"r Verifyd,�_ iynParam<lesaridA-EAL)Vj!LE'SONTXISAND INCL iDEDYJTSKREFEREWEPAGE Jul 7473BEFOREUSE, 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/TPII Quality Criteria,DSO-89 and BCSI Building Component Solely IMormaOon available ffom Truss Plate Institute,761 N.Lee Street,Suite 312 Alexandria,VA 2314. 6904 Parke East BIW. If xtxu[here Pune d4Pt lurn2lef'i4(Aw.ifli+il,the al s= i;;;valttt� ;4,e t a,m efft�.s.tiYte 2k£ {13 f 2f7f.3 by At SC. Tampa,FL 33610-4115 r JobTruss Truss Type pty Ply ELITE 118 PARADISE RESERVE T5004452 131791 CO3 Common Truss 4 1 Job Reference(optional) _ TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Wed Aug 28 13 42:20 2013 Page ID:XIakeYhbeBmOS6BswxX8HezjvZl-5yrxZllXFSKyYLbk_2JOj5IMZjgCgIYe90l73SyIJ 1 69-8 13-7-0 1-60 69-8 69-8 4x4= Sale=1:34.8 3 This truss is NOT symmetric. Proper orientation is essential. 9.o0 12 9 e 7 10 4 2 3x8 D5011 12 5 1 6 3x4= 1.5x4 3-60 3.1 12 13-7-0 3-6D 0-2-12 9-64 Plate Offsets X 2:0-6 00-1 6 3:0-2 o-1-8 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.63 Vert(LL) -0.22 4-6 >518 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.57 Vert(TL) -0.40 4-6 >290 180 BCLL 0.0 Rep Stress Incr YES WB 0.45 Horz(TL) 0.00 4 n/a n/a BCDL 5.0 Code FRC2010ITP12007 (Matrix) Weight:61 Ib FT=0% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pur ins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be WEDGE installed during truss erection,in accordance with Stabilizer Left:2x4 SP No.3 Installation guide. REACTIONS (Ib/size) 4=297/0-5-8 (min.0-1-8),6=645/0-5-8 (min.0-1-8) Max Harz 6=-182(LC 8) Max Uplift4=-151(LC 10),6=-495(LC 10) Max Grav 4=365(LC 22),6=716(LC 2) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-7=575/306,7-8=-557/405,3-8=-556/506 BOT CHORD 2-6=322/658,6-11=-45/283,11-12=-45/283,4-12=-45/283 WEBS 3-6=-662/748 NOTES 1)Unbalanced roof live loads have been considered for this design. Cat 2)Wind:ASCE 7-10;C;Encl.,GC I-0.18;uMWFRS(directional)d and C CaExterior(2)-1 7-1 t 1-4-15,nCeDnor 10ps )-4- 15 to 3-9-8,Exterior(2)3-9-8 t ft6-9-8 II; Exp ,`�1 �� S !l�' Interior(i)9-9-8 to 12-2-1 zone;cantilever left and right exposed;end vertical left exposed;C-C for members and forces&MWFRS for .........� reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 `,� \'•. .�G E N 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. , 4)`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 fitN 0 53681 between the bottom chord and any other members,with BCDL=5.Opsf. * :• * „ 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b)4=151, 6=495. 6)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ' �-33' STATE OF 41J LOAD CASE(S) Standard k �..` p R 1 FL Cert. 6634 August 28,201,3 WARNI-W, Verify desicn parameters and READ WJTW ON THIS AND INCLUDED 1G1rSKREFEREWEPAGE l+RI 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 B 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/TPIl Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Solety Information va'able from Truss Plate Institute,781 N.Lee Street,Suite 312.Alexondrio,VA X2314. Tampa,FL 33610-4115 If Southern Pi11x1�SP Ir+rnber is:{tecifieal.the design valsrPsare 1ha:se elfer.tivr..tifiyOA�d1713 kiy.3LSL I r Job Truss Truss Type Oty Ply ELITE L18 PARADISE RESERVE T5004453 131791 DOI Monopitch Truss 8 1 Job Reference o tional TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Wed Aug 28 13:42:22 2013 Page ID:XlekeYhbeBmOS6BswxX8HezjvZl-1 Lzh_R3nn3egnfl75TLso WNIvXYKBC7xdKME7LyjJY. -1-6-o _ s-B-2 + _. 12-1 ao 1-8.0 6-8-2 6-1-14 Scale=1:28.9 3x4= 3x8= 4 4.00 12 3x4 3 9 B 2 6 s 3x4= 1.5x4 11 3x4= 6.8-2 F 12-10.0 -� 6.8-2 6.1-14 Plate Offsets(X,Y): L:Edge 0-1-41 LOADING(psq SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.39 Vert(LL) -0.05 2-6 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.34 Vert(TL) -0.10 2-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.46 Horz(TL) 0.02 8 n/a n/a BCDL 5.0 Code FRC2010/TPI2007 (Matrix) Weight:64 Ib FT=0% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 -MiTek recommends that Stabilizers and required cross bracing be Installationuideinstalled during truss erection,in accordance with Stabilizer -_-_ REACTIONS (Ib/size) 2=421/0-5-8 (min.0-1-8),8=314/0-2-0 (min.0-2-0) Max Horz 2=201(LC 10) Max Uplift2=-240(LC 10),8=-178(LC 10) Max Grav 2=503(LC 2),8=372(LC 2) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-9=-731/177,3-9=-678/193,5-7=-97/259,4-7=-97/259 BOT CHORD 2-6=-300/640,5-6=-300/640 WEBS 3-5=-633/295 NOTES 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.ll;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)-1-6-9 to 1-5-7,Interior(1)1-5-7 to 12-4-12 zone;cantilever left and right exposed;end vertical left exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 ��% QE`'- S. 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,�� G�•.•0•�N 7n r�r 3)'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 ti�N.••�,� s�•••./� between the bottom chord and any other members. 4)Bearing at joint(s)8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of No 53681 bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate at joint(s)8. * _ 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b)2=240, B=nB. �.• STATE OF ..44/ 7)"Semi-rigid pitchbreaks inGuding heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard r T• k� •• �1 err' •' 0 R FL Cert. 6634 August 28,2013 A WAMNG Vt�ify cfesi_gn pai ameters and PYAD NOES ON 7WIS AND INCLUDED AHTSX REFERENCE PAG£MI1 7473 BEFORE USE. Wi 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 erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MiTek fabrication,quality control,storage,delivery,erection and bracing,consult ANSMII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Salel Information vorble from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 33610.4115 ifSaYupia tbetne SP)lombt.r:>:yMea.ifi+ed,ttfade:xignvalues are Phasepffes.givelkfvy01/22013tayA.LAC,, � � 1 Job Truss Truss Type Qty Ply ELITE L18 PARADISE RESERVE T5004454 131791 D02 GABLE 1 1 I Job Reference(optional) TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Wed Aug 28 13:42:23 2013 Page I0:XlakeYhbeBmOS6BswxXBHezjvZl-VXX4Cn3QYNiXPpKJfBs5LkwzEwyetmX4s 6nfnyjJY r -1-C>-D ---- 12-10-0 1-8.0 12-1 D-0 c 1:24.4 4.00 12 17 7 8 5 30 30 4 1 1 4x8= 15 14 13 12 11 10 3x4= 12-10.0 r -- --- 12-10.0 Plate Offsets 2:0-2-4 U 1-14 2:0 4-12 Ed e LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.22 Vert(LL) 0.00 1 n/r 120 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.08 Vert(TL) 0.00 1 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(TL) -0.00 10 n/a n/a BCDL 5.0 Code FRC20101TPI2007 (Matrix) Weight:67 Ib FT=O% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS All bearings 12-10-0. (lb)- Max Horz 2=192(LC 10) Max Uplift All uplift 100 Ib or less at joint(s)10,15,14,13,12,11 except 2=-115(LC 10) Max Grav All reactions 250 Ib or less at joint(s)2,10,15,14,13,12,11 FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-16=-258/79,3-16=254/80,3-4=-255/92 NOTES I 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat.11;Exp C;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)-1-6-9 to 1-5-7,Exterior(2)1-5-7 to 9-8-4,Comer(3)9-8-4 to 12-8-4 zone; ,`1 jJ 1I 111111 j� cantilever left and right exposed;end vertical left exposed;C-C for members and forces 8 MWFRS for reactions shown;Lumber �� !.# DOL=1.60 plate grip DOL=1.60 %� `S' 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable SENN v End Details as applicable,or consult qualified building designer as per ANSI/ PI 1-2002. �� \�'•� `SF•'.• 3)All plates are 1.5x4 MT20 unless otherwise indicated. N O 53681 4)Gable requires continuous bottom chord bearing. * * H 5)Gable studs spaced at 2-0-0 oc. _ 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent 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 O s between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)10,15,14,13,12,11 �1 STATE OF •, except(jt=1b)2=115. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. i� Q R }Q LOAD CASE(S) Standard ,SS,/O N AL , ��%`�� rr111111111\�� FL Cert. 6634 August 28,2013 wAw.NC Ver,,y design parametrrs and READ NOTES ON THIS AND INCLUDED R?ITFX PEFEREWE PAGE P91 74 T3 BEFORE EJSB. M1Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for on individuol 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 Mi lT e erector.Additional permanent bracing of the overoll 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,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Satefy IMOrmaiton va able from Truss Plate Institute.781 N.Lee Street,Suite 312.Alexondrio.VA 2314. Tampa,FL 33610-4115 IfVltherr:Pine SP Iturrlseriss:qrw.ifir_d,thede-.Ogrlvalu*saretheseeHectim06 01f202.3tiyAL.SC P 1 0 Job Truss Truss Type aty Ply ELITE L18 PARADISE RESERVE 75004455 131791 F01 Floor Truss 1 1 Jo Reference o 0onel TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Wed Aug 28 13:42:24 2013 Page ID:XlakeYhbeBm OS6BswxXBHezjvZl-zk4SP642JhgO1 zvWDuOKuxTACKJpcD6E4erKBDyjJX 0Ft-1° 01-1 Scale=1.16.4 1 2 3 4 5 6 7 8 17 18 ;,4X 16 15 14 13 12 11 10 9 3x3 = 3x3= i 8-9-8 8-9-8 Plate Offsets X Y: 1:Ed a 0-0-12 17:0-1-8 0-0-12 18:0-1-8 0.0-12 LOADING(psi) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ltd 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 0.03 Horz(TL) 0.00 9 n/a n/a BCDL 5.0 Code FRC201 O/TPI2007 (Matrix) Weight:51 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(flal) REACTIONS All bearings 8-9-8. (lb)- Max Grav All reactions 250 Ib or less at joint(s)16,9,15,14,13,12,11,10 FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES 1)All plates are 1.5x4 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. `,,,''`y LOAD CASE(S) Standard ,SPE L S. N ,��C,•E N.S .�(;/err No 53681 - tt - U'. STATE OF :�` O R \'D. O N A` �FL Cert. 6634 August 28,2013 AWAR7tIN3 VerifydesignparametersandREADNOTESONTHISANDIWLUDEDA9TEKREFEREWEPAGEM,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 responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MiTek` fabrication,qualify control storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and 6CSI Building Component 8904 Parke East BIW.P Safety Inform afbn eva'able from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandra.VA yy2314. Tampa,FL 33810-4115 if 5rxta€here PutSP Itwntter rs s{srcifir.>d,rhe xt+.xi6n vahxrsarw rhrxsr.rffwr.tive /t}1�2R1:3 t1y AL.SC Job Truss Truss Type Qty Ply ELITE L18 PARADISE RESERVE T5004456 131791 F02 Floor Truss 1 1 Job Reference(optional) TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Wed Aug 28 13:42:26 2013 Page ID:XlakeYhbeBmOS68swxX8HezjvZl-v6CCgo6lrl46GG3uKJQozMYWm87M46cXYyKRF6yjJ x Fi B 0-He Scale=1:33.8 1 2 3 4 5 6 7 e 9 10 11 12 13 14 15 16 35 34 r. 33 32 31 30 29 28 27 20 25 24 23 22 21 20 19 18 17 34= 3x6 FP= 3x3= B-0-0 O.O 0 9-W 20.1-0 _ 8-0-0a o-e-0 10.9.0 ' Plate Offsets X 1:Ed a 0-0-12 34:0-1-8 0-0-12] 35:0-1-8 0-0-12 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 Ven(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 0.03 Horz(TL) 0.00 17 n/a n/a BCDL 5.0 Code FRC2010ITP12007 (Matrix) Weight:106 lb 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. OTHERS 2x4 SP No.3(flat) REACTIONS All bearings 20-1-0. (lb)- Max Grav All reactions 250 Ib or less at joint(s)17,33,32,31,30,29,28,27,26,24,23,22,21,20,19,18 FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES 1)All plates are 1.5x4 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. LOAD CASE(S) Standard ,��� P�1 S. 4" !!!!! ` No 53681 '��• STATE OF .ORI. ON A FL Cert. 6634 August 28,2013 A WAR,,q:N:: Vr i fy dcsian paramete.ys ant READ NOTES ON THIS AM[WLUDED RV MK REFERENCE PAGEP91 7413 BEFORE USE. WNDesign 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 tY'�AiTak erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 1 fabrication,quality control,storage,delivery,erection and bracing.consult ANSI/TPII Quality CrBerta,DSO-89 and SCSI Building Component 6904 Parke East Bhd. Solely Informalbn qva ble from Truss Plate Institute.781 N.Lee Street,Suite 312,Alexandria,VA 2314. Tempe,FL 33610-4115 11Sc1uttlernPirleiSPJlualsber;:sysec.ifird,thedesignvaluesarethosr.eff�ctiveGfii Li9j?01:3 tryHLSC Job Truss Truss Type Qty Ply ELITE .18 PARADISE RESERVE T5004457 131791 F03 Floor Truss 8 1 _ _ _- _ - Job Reference(optional) TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Wed Aug 28 13:42:27 2013 Page ID:XIakeYhbeBmOS68swxX8HezjvZl-OJmal86wccCzu0e4ulx1Va4TbY5jpNxgnc4_nYyjJX 0-1-8 H 1-­-----2-6-0— -� 1-40 1i 2a� 0-11�{{8 Sc 11 =1:34.2 4xB= 4x8 = 1.5x4= 1.5x4 II 3x4 = 1.5x4 II 3x3= 1.5x4 II 3x3= 1.50 II 1.5x4= 1 2 3 4 5 6 7 8 9 8 19 16 15 14 13 12 11 3x3= 4x8= 3x4= 300 MT20H FP= 3x6= 4x8= 3x3= 1.5x4 8-8-0 7-10.8 9-4.0 20.1-0 7-10.8 9--8 0.8.0 10.9.0 04.0 Plate Offsets(X Y): f1:Edoe 0-1-81 (9:0-1-8 Edgel 1150-1-8 Edgel (18.0-1-8 0-0-12) 1190-1-8 0-0-121 LOADING(psq SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.90 Vert(LL) -0.25 12-14 >948 480 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.96 Vert(TL) -0.37 12-14 >644 360 MT20H 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.80 Horz(TL) 0.06 10 n/a n/a BCDL 5.0 Code FRC201 O/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 2-2-0 oc pudins, except BOT CHORD 2x4 SP No.1(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: REACTIONS (Ib/size) 17=1085/0-5-8 (min.0-1-8),10=1085/0-5-8 (min.0-1-8) 2-2-0 oc bracing:12-14. FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 17-18=-1072/0,1-18=-1072/0,10-19=-1076/0,9-19=-1075/0,1-2=-1390/0,2-3=-1390/0, 3-4=-2831/0,4-5=-2831/0,5-6=-2808/0,6-7=-2808/0,7-8=-1395/0,8-9=-1395/0 BOT CHORD 15-16=0/2264,14-15=0/2831,13-14=0/2831,12-13=0/2831,11-12=0/2260 WEBS 4-15=-290/0,1-16=0/1664,2-16=-299/0,3-16=-1083/0,3-15=0/815,9-1 1=011670, 8-11=-299/0,7-11=-1072/0,7-12=0/679,6-12=-341/0,5-12=-399/276 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates 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 3-10d(0.131"X 3")nails. Strongbacks to be � "`f f F111 r``, attached to walls at their outer ends or restrained by other means. t% 1 LOAD CASE(S) Standard -0e e No 53681 '., STATE OF ' 44/: Al C� % 0 N Ate ;00 �FL Cert. 6634 August 28,2013 0 WARWNG Verify design parameters and READ MTES ON TMS A YD 1NCL IZIED MITER REFERENCE PAGE J191 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 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/TPll Quality Criteria,DS8-89 and SCSI Building Component 6904 Parke East Blvd. Solely Information available from Truss Plate Institute.781 N.Lee Street.Suite 312.Alexandria.VA X2314. Tempe,FL 33610-4115 If�1aal:hern Prole Sp lumber i.xs{rer.iftr�aA,the design vra..h...s are.t�osr.eff�r-r.tivP 116101/ 014 by A:LAC s � Job Truss Truss Type Qty PlyELITE L18 PARADISE RESERVE 75004458 131791 F04 Floor Truss 2 1 Job Reference o Banal TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Wed Aug 2813 42:28 2013 Page ID:XlakeYhbeBmOS6BswxX8HezjvZl-sVKzFU7YMvKgVaCHSkSG2ndeVxSmYnOp?GpYK_yjJ 0-1-8 H 2� 1-4-0 i 1-5.0 1 Scale=1:40.0 3x3= 3z8 = 3x4= 3x8 FP= 3x4= 44= 14x8= 2 3 4 5 6 7 8 9 10 11 12 2 21 20 19 18 17 18 15 14 13 3x3= 4x8= 3x8 = 3x8= 3x10 MT20H FP= 3x8= 4x8= 8-8-0 7-10.8 0 -0 23-10-8 7-10-8 0--8 8-0 14-6-8 ao-o Plate Offsets X Y: 1:Ed a 0-1-8 5:0-1-8,Edge],[10:0-1-12,Edge],(12:0-1-$,Edge],[14:0-2-12 Edge],[19:0-1-8 Edge] [20:0-3-12,Edge] [22:0-1-8 0-0-121 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.96 Vert(LL) -0.38 17-18 >740 480 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.91 Vert(TL) -0.59 17-18 >481 360 MT20H 187/143 BCLL 0.0 Rep Stress Ina YES WB 0.97 Horz(TL) 0.09 13 n/a n/a BCDL 5.0 Code FRC201 D/TP12007 (Matrix) Weight:1341b FT=O%F,O%E LUMBER BRACING TOP CHORD 2x4 SP No.1(flat)`Except' TOP CHORD Structural wood sheathing directly applied, except end verticals. 8-12:2x4 SP No.2(flal) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2x4 SP SS(flat)*Except* 13-16:2x4 SP No.1(flat) WEBS 2x4 SP No.3(flat) REACTIONS (Ib/size) 21=1297/0-5-8 (min.0-1-8),13=1303/Mechanical i FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 21-22=-1279/0,1-22=1279/0,12-13=-1295/0,1-2=-1689/0,2-3=-1689/0,3-4=-3767/0, 4-5=3767/0,5-6=-4131/0,6-7=-4131/0,7-8=-3657/0,8-9=-3657/0,9-10=-3657/0, 10-11=-1665/0,11-12=-1665/0 BOT CHORD 19-20=0/2855,18-19=0/3767,17-18=0/3767,16-17=0/4064,15-16=0/4064,14-15=0/2830 WEBS 4-19=446/0.5-18=-37017,1-20=0/2023,2-20=-308/0,3-20=-1445/0,3-19=0/1192, 12-14=0/2046,11-14=-293/0,10-14=-1443/0,10-15=0/1025,9-15=-260/0,7-15=-505/0, 7-17=-81/271,6-17=-381/0,5-17=-122/807 NOTES 11`1111111j1 1)Unbalanced floor live loads have been considered for this design. `�1 7I� S 2)All plates are MT20 plates unless otherwise indicated. 3)All plates are 1.5x4 MT20 unless otherwise indicated. `�� G�•. E N'• '9��i� 4)Refer to girder(s)for truss to truss connections. ����� SLC'•,��711 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: N 0 53681 attached to walls at their outer ends or restrained by other means. " * %• •• 7)CAUTION,Do not erect truss backwards. LOAD CASE(S) Standard C STATE OF FS •O R I. FL Cert. 6634 August 28,2013 A IBARNING VeriN design paramdera and READ N07W ON THIS AND 1NCLUDEO MITEIC REFERENCE PAGE Aril 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 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 fatxication.quality control,storage.delivery.erection and bracing.consult ANSI/1PIt Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Blvd. SoletY Information vo"gable tram Truss Plate Institute,781 N.Lee Street.Suite 312.Alexandra.VA 2314. Tempe,FL 33610-4115 if Southern Pine g4Pp lumlrrr a yaec ified.the design vallm sar..1t a:se effectixe 4ifi 01/201:3 by ALK 1 , Job Truss Truss Type Qty Ply ELITE L18 PARADISE RESERVE T5004459 131791 F05 Floor Truss 2 1 _ Job Reference o tional TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Wed Aug 28 13:42:29 2013 Page ID:XlakeYhbeBmOS6BswxXBHezjvZl-KhuLSgBB7D Sh7knTORzVb7ArzLn6HEIzEwZ5sRyjJX 0-1-8 11 f—_1 10--4- —-2-6 0 —-i 2-4-12 1-4-0 i i 1.5-0—i Scale=1:43.4 3x3= 4xa= 4x4= 04 = 3x6 FP= 3x3= 3x4 = 4xa= 1 2 3 4 5 6 7 9 9 10 11 12 13 4 4 N 23 22 21 20 19 18 17 16 15 14 3x3= 3x6= 08= 44= 3x10 MT20H FP = 3x6= 4x8= 4x8= 2-2-12 10-0-0 2.0-0 2- 9-10-a1 0 25-10-8 2-0.0 0• 7-7-12 0--0 8.0 14$8 0.1-8 0-0-0 Plate Offsets X Y: 2:0-3-0 Ed a 4:0-1-12 Ed a 6:0-1-8 Ede 11:0-1-12 Ede 13:0-1-8 Ede 15:0-2-12 Ed a 20:0-1-8 Ede 21:0-3-12 Ede 24:0-1-8 040-12 LOADING(psi) 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) -0.37 18-19 >763 480 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.97 Vert(TL) -0.57 18-19 >499 360 MT20H 187/143 BCLL 0.0 Rep Stress Incr NO WS 0.97 Horz(TL) 0.09 14 n/a n/a BCDL 5.0 Code FRC2010/TPI2007 (Matrix) Weight:148 Ib FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 SP No.2(flat)*Except* TOP CHORD Structural wood sheathing directly applied or 5-9-0 oc purlins, except 1-8:2x4 SP SS(flat) end verticals. BOT CHORD 2x4 SP No.1(flat)*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing, Except: 17-23:2x4 SP SS(flat) 6-0-0 cc bracing:22-23,21-22. WEBS 2x4 SP No.3(flat) REACTIONS (Ib/size) 14=1270/Mechanical,22=1749/0-5-8 (min.0-1-8) Max Grav 14=1290(LC 4),22=1749(LC 1) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 13-14=-1282/0,1-2=0/318,2-3=-1592/0,3-4=-1592/0,4-5=-3660/0,5-6=-3660/0, 6-7=-4043/0,7-8=4043/0,8-9=-4043/0,9-10=-3603/0,10-11=-3603/0,11-12=-1647/0, 12-13=-1647/0 BOT CHORD 21-22=-318/0,20-21=0/2765,19-20=0/3660,18-19=0/3660,17-18=0/3991,16-17=0/3991, 15-16=0/2794 WEBS 5-20=-477/0,6-19=-369/0,2-22=-1430/0,1-22=432/0,2-21=0/2032,3-21=291/0, 4-21=-1492/0,4-20=0/1233,13-15=0/2024,12-15=-293/0,11-15=-1421/0,11-16=0/1003, 10-16=-261/0,9-16=-481/0,9-18=-128/253,7-18=-402/0,6-18=-94/870 ,,�11fIIIlll�7, NOTES ♦%% P�L S44 41, 1)Unbalanced floor live loads have been considered for this design. ♦ �• �n�i 2)All plates are MT20 plates unless otherwise indicated. ;♦1,\G.•�\G•E N 3)All plates are 1.5x4 MT20 unless otherwise indicated. N 4)Refer to girder(s)for truss to truss connections. No 53 681 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. 7)CAUTION,Do not erect truss backwards. "'fl %,�'.• STATE OF '41J LOAD CASE(S) Standard 1)Floor:Lumber Increase=1.00,Plate Increase=1.00 �i '�t•�� ;C� r�P;•�\�,�~ Uniform Loads(plf) �i�E` R •w`� ♦♦ Vert:14-23=-10,1-13=-100 • ••• •,�\ ♦♦♦ Concentrated Loads a s(lb) �I ��� 0 N Ai',1tif� FL Cert. 6634 August 28,2013 WyARNINC} Vel:fy design paramdeis and READ NOTES ON THIS AM)INCLUDED 119TEKREFEREWE PAGE AH1 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 +' is for lateral support of individual web members only.Additional temporary bracing to Insure stability during construction is the responsibillity of the Mire+R.= 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/71`I1 Quality Criteria,DS8.89 and SCSI Budding Component 6904 Parke East Blvd. Safety Irdormalion available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 2314 Tampa,FL 336104115 ff5rauthernPI11e 5P IurnbxrissTmK.ifirtrl,t'bodesignvatAip.s:tretAhoseeffexeirmOfi A7/#013tryAUSC Job Truss Truss Type City Ply ELITE L18 PARADISE RESERVE T5004460 131791 F08 Floor Truss 4 1 Job Reference(optional) TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Wed Aug 28 13:42:32 2013 Page ID:XIakeYhbeBmOS6BswxX8HezjvZl-kGZT5rA3Q8gF BW2haXCCdoLNZrsUdhPwtnlTmyjJX 0-1-6 Hi 1-10-4 1 2-60 2-4-121i 2-322 41I 1� 1-40 a s Sca =1:59.1 3x6 FP= 3x3= 4x8= 3x3= 3x3= 3x8 FP= 3x4= 4x8 =3x6 = 3x3= 3x3 = 3x4= 1 2 3 4 5 6 75 9 10 11 12 13 14 15 16 17 18 35 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 34= 3x6= 4x8= 3x6 FP= 3x3= 3x8= 4x8= 3x6= 3x8= 3x8= 3x3= 3x8 FP= 11-4-0 2-2-12 10.8-0 29.5.0 2-0-0 2- 9-10-8 10-0-0 1 1 21-7-4 24 1 12 28.1-0 2 34-11-0 2-0-0 0--4 7-7-12 0--8 8- 10-3-4 2 6.44 5-6-0 0-1-8 0-8-0 0-8-0 _ Plate Offsets X 2:0-3-0 Ede 12:0-3-0 Ede 18:0-1-8 Ede 23:0-2-12 Ed a [34:0-1-8.0-0-121,[35:0-1-8.0-0-121 LOADING(psq SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.84 Vert(LL) -0.16 29-31 >999 480 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.84 Vert(TL) -0.27 29-31 >877 360 BCLL 0.0 Rep Stress Ina NO WB 0.89 Horz(TL) 0.04 24 n/a n/a BCDL 5.0 Code FRC2010/7P12007 (Matrix) Weight:204 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 6-0-0 oc bracing. REACTIONS (Ib/size) 19=502/0-5-8 (min.0-1-8),32=1376/0-5-8 (min.0-1-8),24=2122/0-3-8 (min.0-1-8) Max Grav 19=620(LC 5),32=1406(LC 3),24=2149(LC 4) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 19-35=-610/0,18-35=610/0,1-2=0/320,2-3=11 12/20,3-4=-1112/20,4-5=-2148/0, 5-6=2148/0,6-7=-1955/0,7-8=-1955/0,8-9=-1955/0,9-10=-337/275,10-11=-337/275, 11-12=-337/275,12-13=0/1604,13-14=-582/591,14-15=-582/591,15-16=-949/216, 16-17=-732/0,17-18=732/0 BOT CHORD 31-32=-320/0,30-31=0/1810,29-30=0/1810,28-29=0/2148,27-28=0/2148,26-27=-11/1318, 25-26=-1604/0,24-25=-1604/0,23-24=-1094/0,22-23=-216/949,21-22=216/949, 20-21=-216/949 WEBS 2-32=-1100/0,12-24=1273/0,1-32=435/0,2-31=0/1452,3-31=-273/0,4-31=-902/0, 4-29=0/528,12-26=011870,10-26=-272/0,9-26=-1293/0,9-27=0/861,7-27=-296/0, 6-27=-532/26,15-23=741/0,14-23=270/0,13-23=0/1137,13-24=-1015/0,18-20=0/875, Pel- 17-20=-357/0,16-20=267/268 ,`,,•�1Pel S. NOTES N 1)Unbalanced floor live loads have been considered for this design. `� \:.•�\C S�:'• /� 2)All plates are 1.5x4 MT20 unless otherwise indicated. r 3)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. No 53681 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�'* ••: * M attached to walls at their outer ends or restrained by other means. _ 5)CAUTION,Do not erect truss backwards. - cc LOAD CASE(S) Standard % '. STATE OF .'141 1)Floor:Lumber Increase=1.00,Plate Increase=1.00Al G Uniform Loads(p1f) ��j�• Vert:19-33=-10,1-18=-100 ,��5•,< p R�. �\,�• Concentrated Loads 200 FL Cert. 6634 August 28,20113 WARNING-Vetijfy desiarl parameters an d PFAD NOTES ON THIS AND INCLUDED AS(TEK REFERENCE PAGE AlII.7473 BEFORE ME. 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 brocing to insure stability during construction k the responsibillity of the MiTek'iek 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,DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Inlormallon va' ble from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria.VA 2314. Tampa,FL 33610.4115 i#�utheinpitle�SPVturrllnerir44per.ified,thedrmCnvaluersar•ethoseeffectier- ,01/201:3byALSO Job as Truss Type Qty Ply ELITE 1-18 PARADISE RESERVE 75004461 131791 F09 Floor Truss 3 1 Job Reference(optional) TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Wed Aug 28 13:42:35 2013 Page ID XlakeYhbeBmOS6BswxX8HezjvZl-9rFgtDxj3DgrfFdMi4vqGOsPmq3h4ZrcrOQ44yjJX 0-1-8 a'0.p Hi 2-6-D , 1 A�t!g 12 I0 -di 1�-4-0 Sca v=1:55.7 3x8 = 3x4= 3x3= 3x3= 3x6 FP= 3x6= 3x4= 3x8 FP= 3x3= 3x3= 3,4= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 /5 18 17 18 5 36 b 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 3x3= 3x8= 3x8 FP= 3x3= 3x6= 3x3 I I 3x3= 3x6 = 3x8= 3x8= 3x3= 3x3= 3x6 FP= 9-4-0 27-5-0 8-0-0 -8- 13-3-4 19-7-4 26-1-0 9 32-11-0 8-0-0 -8- 3-11-4 6.4.0 6.5-12 B-0 580 0-8-0 0-6-0 Plate Offsets X Y: 18:0-1-8 q eL135:0-1-8 0-0-12 36:0-1-8 0-0-12 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.85 Vert(LL) -0.16 31-33 >973 480 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 1.00 Vert(TL) -0.3031-33 >525 360 BCLL 0.0 Rep Stress Incr YES WB 0.50 Horz(TL) 0.03 19 n/a n/a BCDL 5.0 Code FRC2010/TPI2007 (Matrix) Weight:19516 FT=046F,O%E LUMBER BRACING TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, except BOT CHORD 2x4 SP No.2(flat)*Except` end verticals. 25-32:2x4 SP No.213(flat) BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3(flat) REACTIONS All bearings 0-5-8 except Qt=length)28=0-3-8,24=0-3-8. (lb)- Max Grav All reactions 250 Ib or less at joint(s)except 34=716(LC 16),19=661(LC 13),28=1043(LC 16), 24=1259(LC 14) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 34-35=-716/0,1-35=-716/0,19-36=-650/0,18-36=-649/0,1-2=-876/0,2-3=-876/0, 3-4=-1174/0,4-5=-1174/0,5-6=-822/0,6-7=-822/0,7-8=-257/213,8-9=-257/213, 9-10=-257/213,10-11=-257/213,11-12=0/591,12-13=-792/0,13-14=-792/0,14-15=-792/0, 15-16=-1081/0,16-17=-787/0,17-18=-787/0 BOT CHORD 32-33=0/1235,31-32=0/1235,30-31=0/1174,29-30=0/1174,28-29=-293/49,27-28=-293/49, 26-27=-213/257,25-26=591/0,24-25=-591/0,22-23=0/1081,21-22=0/1081, 20-21=0/1081 WEBS 5-30=0/280,7-28=-994/0,11-24=-534/0,1-33=0/1047,2-33=-279/0,3-33=-445/0, 7-29=0/989,5-29=-765/0,7-27=-163/287,11-26=0/592,10-26=-270/0,15-23=-407/0, 13-23=-297/0,12-23=0/924,12-24=-884/0,18-20=0/940,17-20=-325/0,16-20=-362/0 ♦.G�PE�:..��.;• 1111,9��I�� NOTES ♦♦�\ � . • '\C E Ns'• 1)Unbalanced floor live loads have been considered for this design. .♦ '• ••' 2)All plates are 1.5x4 MT20 unless otherwise indicated. No 53681 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 cc 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. ' 5)CAUTION,Do not erect truss backwards. A STATE ;OF ' LOAD CASE(S) StandardJI i,G�. P•. t{!` 40 "4" 'S/ONA`ti� • FL Cert. 6634 August 28,2013 0 WAWjNG Ve f y design pa meters and RRAD XO ES ON THIS AND INCLUDED#IITEK REFCRSWE PAGE JUI 7473 BEFORE USB. 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 temporary bracing to insure stability during construction is the responsibillity of the M iTek. 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/71`I1 Quality Criteria,DSB-89 and SCSI Building Component 6904 Parke East Bhd. Sole) Information va' ble from Truss Plate Institute,781 N.Lee Street.Suite 312.Alexandria.VA 2314. Tampa,FL 33610.4115 IfS:aatile rr,PrrreggSF larrn1w.rittfmmified,thedesignvalrieswethas.eeffet.tive0,15�01/201,3eyALK JobTruss Truss Type Oty Ply ELITE L18 PARADISE RESERVE T5004462 131791 F12 Floor Truss 1 1 Job Reference o tional TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Wed Aug 28 13:42:36 2013 Page ID:XlakeyhbeBmOS6BswxX8HezjvZl-d 1 p_wDDaUNLhTpgpwPb8NTyDFAPiQe5?rVlzcXyjJX 0" 0" 1 2 3 4 Scale=1:13.0 9 10 N 8 7 6 5 3x3= 3x3= 3.9-0 3.9-0 Plate Offsets X 1:Ed a 0-0-12 9:0-1-8 0-0-12 10:0-1-8 0-0-12 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Ildefl 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 Ina YES WB 0.03 Horz(TL) 0.00 5 n/a n/a BCDL 5.0 Code FRC2010fTP12007 (Matrix) Weight:26 Ib FT=0%F,0%E LUMBER BRACING TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing direcdy applied or 3-9-0 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 3-9-0. (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)A11 plates are 1.5x4 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(Le,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. l����, LOAD CASE4 S) Standard ♦♦♦��P�'' S. 4 ♦ ' ��G•.�'�G•E N S�.•G'� .� No 53681 G'. STATE' OF •44/ O N Ay FL Cert, 6634 August 28,2013 WARNIN^a Ver fy design parameters and P_&AD NOTES ON THIS AW)INCLUDED.11UTEKP"ERENC'E PACE P91 7473 BBF{IZE 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/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Bbd. Solely Information avo' blL from Truss Plate Institute.781 N.Lee Street,Suite 312,Alexandra.VA X231 a. Tampa,FL 33610-4115 If4rruthernPinelrSPpfumbefcssipecified,ttre�esignvalursarethcsePffertim4k£y07j2iT1:3byALSG _ __J r , Job Truss Truss Type Oty Ply ELITE L18 PARADISE RESERVE T5004463 131791 F13 Floor Truss 1 1 Job Reference optional) TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Wed Aug 28 13:42:37 2013 Page ID:XlakeYhbeBmOS68swxXBHezjvZl-5ENMBZECFgTY5yO?T76NvhVOwalr95KB49V W8zyjJX 0 L-P 0.1_e --YYScale:3/4"=1' 1 2 3 4 5 6 7 8 17 19 16 15 14 13 12 11 10 9 3x3= 3x3= 8-8-0 8-8-0 Plate Offsets MY):: 1:Ed a 0-0-12 17:0-1-8 0-0-12 18:0-1-8 0-0-12 LOADING(psf) SPACING 2-0-0 CSI DEFL in (lac) I/defl Lid 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 Ina YES WB 0.03 Horz(TL) 0.00 9 n/a n/a BCDL 5.0 Code FRC2010ITP12007 (Matrix) Weight:51 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(fl2t) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3(flat) REACTIONS All bearings 8-8-0. (lb)- Max Grav All reactions 250 Ib or less at joint(s)16,9,15,14,13,12,11,10 FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES 1)All plates are 1.5x4 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. LOADCASE(S) Standard �` ,eL IS1)lf71,, '.,•��G �\B'E'N S��`J<,,��. No 53681 Tt STATE ,OF 441 4N AC�.��`�� FL Cert. 6634 August 28,2013 Q WAR.i4 M Verrf design parameters an d RFd rr MOTES ON THIS AND INCLUDED MITA;REFERSNL'E PAGE Jf 1 747:3 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 erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MiTek fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvtl. Safety Information va'able from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandra,VA x2314. Tampa,Parke 33610-4115 astB . If<Southerrn Pule SP�{fu4nber i;s Werifie.d,the des gn vallarsary those otfp r:T£r01/7fY13 rxy AI..SC Job Truss 7FloT-,es city Ply ELITE 118 PARADISE RESERVET5004464 131791 F15 3 1 Job Reference o tional TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Wed Aug 28 13:42:37 2013 Page ID:XIekeYhbeBmOS6BsmX8HezjvZl-5EN M8ZECFgTY5yO?T76NvhVJyaIS93z849V WBzyjJX 2-2-12 I 280 . i 1-4-4 0" 1.5x4 I I 3118= 34= Scale=1:14.2 1 34— 2 3 4 9 q 1.5.4 = qq N N e Fasten truss to bearing for 7 3x0= 53x3= the gravity uplift reaction shown 1.5x4 li while permitting no upward 3x6 — movement of the bearing. 5-4-0 5-1-4 -1 6.10.0 5-14 1- 1-6-0 0-1-4 Plate Offsets X [9:0-1-8,0-D-121 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.40 Vert(LL) -0.00 7 >999 480 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.04 Vert(TL) -0.01 7-8 >999 360 BCLL 0.0 Rep Stress Ina NO WB 0.18 Horz(TL) -0.00 6 We We BCDL 5.0 Code FRC2010/TP12007 (Matrix) Weight:48 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 6-0-0 oc bracing. REACTIONS (Ib/size) 8=190/Mechanical,6=735/0-5-8 (min.0-1-8) Max Uplift8=-12(LC 4) Max Grav 8=253(LC 3),6=735(LC 1) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 3-6=459/0,3-7=0/388,2-7=-292/0,4-6=-347/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 3)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 12 Ib uplift at joint 8. 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 3-10d(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. ` O1� //, LOAD CASE(S) Standard ����G�P �E N••M9C>' 1)Floor:Lumber Increase=1.00,Plate Increase=1.00 `� ,•'�� `S�C'•,•��'� Uniform Loads(plf) Vert:5-8=-10,14=-100 �.* No 53681 Concentrated Loads(lb) Vert:4=200 _ CC �'.. STATE OF .'u � i � h ',. l�N Ai�C�``. FL Cert. 6634 August 28,2013 0WAR.WNG Verify design parameters aAd READ NOTES ON THIS AND INCLUDED MITEYREFERSSWEPACE T61 7473 BEFORE USE. Design void for use only with MiTek connectors.This design is based only upon parameters shown,and is for on individual building component. Applicobility 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 erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MiTek' fabrication.qualify control.storage,delivery.erection and bracing,consult ANSI/1P11 Quality Criteria,DSB-e9 and SCSI Building Component 6904 Parke East Blvd. Sale IMormation va. ble from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandra.vA 2314. Tame FL 33610.4115 If tuthern pIlle Ff I+n111ser rs s{xecrfi�rcl,t'f1e xa••.e•sign values�are 1t1o:se et'FecCivrs .0I 01:3 tsy ALsG P r Job Truss Truss Type Oty Ply ELITE L18 PARADISE RESERVE 75004465 131791 F16 Floor Truss 4 1 Job Reference(optional) TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 5 Sep 26 2012 MiTek Industries,Inc. Wed Aug 28 13:42:38 2013 Page ID:XlakeYhbeBmOS6BswxX8HezjvZl-ZOxlLvFgO_bPi6zClgecSu2Sozy0uRZIIpE4gPyjJ 1 0-1-8 H 1 2-6-0 i— 2-1-8 --� Scale=1:22.1 3x4= 1.5x4= 1.5x4 11 3x3= 1.5x4 II 314= 1 2 3 43x3= 5 8 3 +1: zu 1Y 10 B 8 7 3x3= 3x6= 1.5x4 II 1.5x4 11 3x8= 1.5x4 II 6.11-0 54-0 13411-0 540 0-8-0 0.6-0 0-- 6-0-8 Plate Offsets X 6:0-1-8 Ed a 13:0.1-6 0-0-12 LOADING(pyo SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.52 Vert(LL) -0.11 10-11 >999 480 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.64 Vert(TL) -0.14 10-11 >999 360 BCLL 0.0 Rep Stress Incr YES WB 0.48 Horz(TL) 0.02 7 n/a n/a BCDL 5.0 Code FRC2010/TPI2007 (Matrix) Weight:75 Ib FT=O%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) 12=698/0-5-8 (min.0-1-8),7=705/Mechanical FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 12-13=-688/0,1-13=-687/0,6-7=-693/0,1-2=-840/0,2-3=-840/0,3-4=-1191/0, 4-5=-825/0,5-6=-825/0 BOT CHORD 10-11=0/1191,9-10=0/1191,8-9=0/1191 WEBS 1-11=0/1004,2-11=-331/0,3-11=-520/0,6-8=0/1014,5-8=-329/0,4-8=-533/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)Refer to girder(s)for truss to truss connections. 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. `��� �11>>� LOAD CASE(S) Standard . q . No 53681 4 :'d • ��`�"fit •Cl`: G.., STATE OF .'441, FL Cert. 6634 August 28,2013 AWdRMNG Vegi q dswgn parameters and READ N37FsS ON THIS AND INCLUDED AIITEK REFEREI+K''E PAGE Y 3 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. j 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 responsiUllity,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 Criteria,DSB•89 and SCSI Building Component 6904 Parke East Blvd. Safety Information vo'able from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria.VA X2314. Tampa,Parke 33610-4115 if StNatf�errt.Pura! 4p Ir.rmh�er i:s sTliW'ifred,.the de.stgnvalaav+sa,rY Alhra:se effettrvrr i.1£e01120 ixy AL. SC. Job Truss Truss Type qty Ply ELITE L18 PARADISE RESERVE T5004466 131791 F17 Floor Truss 2 1 Job Reference a tional TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Wed Aug 28 13:42:39 2013 Page ID:XlakeYhbeBmOS6BswxXBHezjvZl-lcU7ZFGSnljGKGYObY9r 6akRNROd?pRXT dDsyjJX 1" oj�B Scale=1:21.8 1 2 3 4 5 6 7 8 9 10 11 2 24 22 21 20 19 1B 17 16 15 14 13 12 34= 3x3= 5-6.0 6-2-0 6-10-0 13.0-0 5-60 0-60 0.8-0 6-2-0 Plate Offsets X 1:Ed a 0-0-12 23:0-1-8 0-0-12 24:0-1-8 0-0-12 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Lid PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.08 Vert(LL) n/a n/a 999 MT20 2441190 TCDL 10.0 Lumber Increase 1.00 BC 0.01 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Ina YES WB 0.03 Horz(TL) 0.00 12 n/a n/a BCDL 5.0 Code FRC2010rrP12007 (Matrix) Weight:72 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. OTHERS 2x4 SP No.3(flat) REACTIONS All bearings 13-0-0. (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 1.5x4 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 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. ````�4y11117►IIII�,' ' LOADCASE(S) Standard No 53681 r 441 r� ✓�AA's.. \. •'�4. i. STATE OF441 t A 111111111110% N y�00 FL Cert. 6634 August 28,2013 I:y6RNING Verity design parameters and F'FAD NO TFS ON THIS AND INCLUZ DED WTEK p,EFERENL:E PAGE IMfIF 7473 WORE 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 ANSIITP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety IntormaBon ; able from Truss Plate Institute,781 N.Lee Street,Suite 312.Alexandria,VA 222314. Tampa,FL 33610-4115 if Srxuthern Pme�SP t1.an11er is Wecifir_ct,tlkhe de-:s:ign values are thex:se effective 116•/1 0.013 tY,AUSC _ Job Truss Truss Type YP Qty PlyELITE L18 PARADISE RESERVE 131791 FT01 Flat Truss 1 75004467 Job Reference o tional) TRUSSMART BUILDING COMPONENTS, Midway,GA,313207.350 s Sep 26 2012 MiTek Industries,Inc. Wed Aug 28 13 42:40 2013 Page ID:XlakeYhbeBmOS6BswxXBHezjvZl-Vp2VmbH4Ybr7yQ7a9Fg4XJ7thnjOMNgam7jAllyjJ j 3.11-2 _ _ 7-10-4 3-11-2 3.11-2 Sale=1:14.9 3x4= 2 LJ I F1 1-1 7 8 TJC37 55x8= 4 TJC37 TJC37 8 _ 2x4 II 2X4 II This truss is designed to be used for roof application only. 3.11-2 7-104 3-11.2 3-11-2 Plate Offsets X [570-4-0,0-3-81 —" --" LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.24 Vert(LL) -0.02 5 >999 240 MT20 244/190 TCDL 7.0 Lumber Increase 1.25 BC 0.24 Vert(TL) -0.04 5 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.35 Horz(TL) 0.00 4 n/a n/a BCDL 5.0 Code FRC2010ITP12007 (Matrix) Weight:91 Ib FT=0% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD 2-0-0 oc purlins(6-0-0 max.):1-3, except end verticals. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS (Ib/size) 6=990/Mechanical,4=954/Mechanical Max Harz 6=-50(LC 6) Max Uplift6=-514(LC 4),4=-498(LC 5) Max Grav 6=1084(LC 2),4=1045(LC 2) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-6=-745/379.1-2=-1846/867,2-3=-1846/867,3-4=-745/380 WEBS 1-5=-850/1821,3-5=-853/1823 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 0-9-0 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 fit{{{{{I I f Il1/� connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. ,,� P�� S. s �* 3)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=101 mph;TCDL=4.2psf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.11;Exp `,•.• •" '9 �i� C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left exposed;Lumber DOL=1.60 plate grip `���N6t \C E N s''P.•�����` DOL=1.60 4)Provide adequate drainage to prevent water ponding. No 53681 y 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)`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. 7)Refer to girder(s)for truss to truss connections. -p; 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 514 Ib uplift at joint 6 and 498 Ib uplift at joint �',• S TATE OF •:�4✓ 4. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. %'��•;�� 10)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Q R 11)Use Simpson Strong-Tie TJC37(6 nail,90-90)or equivalent spaced at 2-0-0 oc max.starting at 1-9-8 from the left end to 5-9-8 to '•,SSj(�N A�- \i��•, connect truss(es)to back face of bottom chord. 12)Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard FL Cert. 6634 Continued on nace 2 August 28,2013 0 WARK M Verify deign parameters and READ MTES QN 7WIS AND INCLMED MIPEK REFERENCE PAGE P fl 7473 BEFORE Uµ.8, �� 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 erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding M ITL kC fabrication,quality control,storage.delivery,erection and bracing,consult ANSI/TPII Quality criteria,DSB-89 and BCSI Building Component If IMormation vo' ble from Truss Plate Institute.781 N.lee Street,Suite 312,Alexandria,VA X2314. 6904 Parke East Blvd. If Ola ttrerrl Pi:rte SP turrrtre7 isi}'kT.'c rfiecl,the df's`ign vralt.rr':tx roWe 1'hd:se effes.tive 06/01/301..3 bs A.L54; Tampa,FL 33610.4115 Job T uss Truss Type Qty Ply ELITE L18 PARADISE RESERVE T5004467 131791 FT01 Flat Truss 1 2 Job Reference o Gonal TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Wed Aug 28 13:42'41 2013 Page ID:XlakeYhbeBmOS6BswxX8HezjvZl-z?ctzwHiJvz_ZainizBJ4Xg2QB3E5gPk?nTkHkyjJ i LOAD CASE(S) Standard 1)Regular:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-44,4-6=-10 Concentrated Loads(lb) Vert:5=512(B)7=-512(B)8=-512(B) `,`�{1{{11111FF�ft. E No 53681 �. STATE 'JF •441 10 �jlr. S,L0R �Q, '",;"/ '0 N A"11111111y I FL Cert. 6634 August 28,2013 AWARMNG Verify design parameters and READ MJTES ON THIS AND 1AWLUDED MITSKREFEREhKEPAGE J61 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 brocing to insure stability during construction is the responsibillity of the w A)Tek' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding IY� 1 Il fabrication,quality control,storage.delivery,erection and brocing consult ANSIITP11 Quality Criteria,DSB-89 and BCSI Building Component 6004 Parke East Blvd. Satety informalbn qva@able from Truss Plate Institute,781 N.Lee Street.Suite 312.Alexandria,VA X2314. Tempe,FL 33610-4115 If Vuthern pnIAW I4n11iTer r:;Wetrrfied,the demgn values are rhase effective.06101/2013 by ALSO ---- —1 Job Truss Truss Type Oty Ply ISE RESERVE T5004468 131791 FT02 FLOOR 1 JJELI:18,PARAD brece(optional) TRUSSMART BUILDING COMPONENTS,Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Wed Aug 2814:46:31 2013 Page 1 ID:XlakeYhbeBmOS6BswxX8HezjvZl-RZ6iAE FgK9BXV8u9dl_EdilYy4DMT1 gTifEOilyjlbs 2-6-0 ( 2-5-0 �I Q8� f4--,d 1j 4� X5-0 Scale=1:58.2 1.5x4 II 1.5x4 II 1.5x4 II 1.5x4 II 1.5x4 II qQ 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 fV� 22 27 26 25 24 23 28 29 30 21 20 19 18 17 16 44 = 2x4 II 3x8= 48= 2x4 II 44 = 9-4-0 27-5-0 F- 8.0.0 ._ 13 3 4 19-7 4 26 1-0 9- 32-11-0 8-0-0 3 11 4 6 4-0 6-5 12 580 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.30 Vert(LL) -0.03 25-26 >999 480 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.30 Vert(TL) -0.04 25-26 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.27 Horz(TL) 0.01 16 n/a n/a BCDL 5.0 Code FRC20101TP12007 (Matrix) Weight:379 Ib FT=0% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS All bearings 0-3-8. (lb)- Max Grav All reactions 250 Ib or less at joint(s)except 27=643(LC 5),16=624(LC 5),23=1538(LC 3), 20=1507(LC 4) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1042/0,3-4=-910/0,4-5=-910/0,5-6=0/609,6-7=0/609,7-8=0/609,8-9=46/637, 9-10=0/777,10-11=-829/0,11-12=-829/0,12-13=-1067/0,13-14=-1067/0 BOT CHORD 26-27=0/910,25-26=0/910,24-25=0/910,23-28=-577/206,28-29=-577/206, 22-29=-577/206,22-30=-577/206,21-30=-577/206,20-21=-777/0,19-20=-33/341, 18-19=0/1067,17-18=0/1067,16-17=0/776 WEBS 2-27=-1055/0,5-24=0/1120,5-23=-945/0,8-23=-644/0,B-21=-422/1,9-21=0/632, ,y`IIII111 11 r 9-20=-844 0,3-26=0/257608,12-19=-460/0,14-17=0/365,14-16=-886/0,3-25=-485/0, ,`1P�� 's 4//.. NOTES ,•�C•E•IV S•r/'� ♦♦♦ 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. No 53681 Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. �' * ;R * •• 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 M to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3) Unbalanced floor live loads have been considered for this design. % STATE OF 41J� 4)All plates are 3x4 MT20 unless otherwise indicated. i 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. ♦ S0 RC? Strongbacks to be attached to walls at their outer ends or restrained by other means. ♦♦I 'S/• •�� ��, 7)CAUTION,Do not erect truss backwards. selection of such connection device(s)is the ♦Ir','6 N A` 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)153 Ib down at 13-7 4,and 153 ft Ib down at 15-7-4,and 153 Ib down at 17-7-4 on bottom chord. The design/ responsibility of others. FL Cert. 6634 LOAD CASE(S) Standard August 28,2013 fAARgYNG-tierxfy d-sigrt parxnaeders arta?-FAD NOTES ON THIS AND IffLUDED kIITE.KREFEREhK'EPAW klll 7471 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 erector.Additional permonent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MiTek.. fabrication,qualify control,storage,delivery,erection and bracing consult ANSI/71,11 Quality Criteria,DSB-89 and BCSI Building Component Safety Information vaable from Truss Plate Institute 781 N.Lee Street,Suite 312,Alexandria,VA/2314, 6904 Parke East Blvd. 1f 5rxarchra n Pialtz�Sp'lurnfter is s;iwr.ifiral,thw den valUa s efrz t'h xse effe LCive tA]f 2A23 by ALSO Tampa,FL 33610-4115 r Job Truss Truss Type aty Ply ELITE L18 PARADISE RESERVE T5004468 131791 FT02 FLOOR 1 2 Job Reference(optional) TRUSSMART BUILDING COMPONENTS,Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Wed Aug 28 14:46:31 2013 Page 2 ID:XlakeYhbeBmOS6BswxX8HezjvZl-RZ6iAEFgK98XV8ugdl_EdilYy4DMT1 gTKEOilyjlbs LOAD CASE(S) Standard 1)Floor:Lumber Increase=1.00,Plate Increase=1.00 Uniform Loads(plf) Vert:16-27=-10,1-15=-100 Concentrated Loads(lb) Vert:28=-153(8)29=-153(B)30=-153(B) `,\\\1{IIIIIIrrrr7, N S. ` Y P Mq N0 53681 -:0'. STATE JF ` ' 5�< C R rs� E�%rro N At-rnlll{\\\\\%"' i FL Cert. 6634 August 28,2013 I A WARWffG ye.fiJ design parameters and REAP:WJTES ON THIS AND INCLUDED AUTEKREFERENCEPAGE M11 7473 BEFORE EWE. 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.gracing 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.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/iPll Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Solely Ir.1—o xi Qva ble from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 2314. Tampa,FL 33610-4115 iP Sauthern Pine{SP}lumber r>speci#wd.the design values Are thtrse effective affl.J2D1.3 by ALSC Job TFT01 Truss T e , yp Qty Ply ELITE L18 PARADISE RESERVE T5004469 131791 FLOOR TRUSS 2 2 Job Reference(optional) TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Wed Aug 2813:42:46 2013 Page ID:XlakeYhbeBmOS6BswxXBHezjvZl-KzQm 1 eLr7RbGgLekV WnUnalloFCIPm7PT83AVyyyjJX 2-6-0 0-a-0 I 1-1-0 1-5-0 Special 3x4= Special 3x4= Sale=1:14.2 1 2x4 I 10 2 3 3x4= 11 4 C N 9 8 7 g 5 1.5x4 II 1.5x4 II 1.5x4 II 3x4 = 3x4= 5-5-0 6-10-0 5-5-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.62 Vert(LL) -0.01 8-9 >999 480 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.31 Vert(TL) -0.02 8-9 >999 360 BCLL 0.0 Rep Stress Incr NO WB 0.17 Horz(TL) 0.00 6 n/a n/a BCDL 5.0 Code FRC2010/TPI2007 (Matrix) Weight:77 Ib FT=0% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 9=731/Mechanical,6=1398/0-3-8 (min.0-1-8) Max Grav9=795(LC 3),6=1398(LC 1) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-9=-38910,2-3=-694/0,3-11=0/262,4-11=0/262 BOT CHORD 8-9=0/694,7-8=0/694,6-7=0/694 WEBS 2-9=-718/0,2-8=-355/0,3-6=-1483/0,3-7=0/434,4-6=-398/0 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 0-5-0 oc. Bottom chords connected as follows:2x4-1 row 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)Unbalanced floor live loads have been considered for this design. 1 1111111111111 4)Refer to girder(s)for truss to truss connections. `1 �� S ����� 5)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. ,�� `��,.•• M.C� ���� 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 .`A\G.•�\ E Ns*** attached to walls at their outer ends or restrained by other means. ta` 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)685 Ib down at 1-10-4,and 685 Ib down at 3-10-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. N 0 3681 :•* y 8)CAUTION,Do not erect truss backwards. 'Cl: LOAD CASECCS) Standard STATE OF •:�W 1)Floor:Lumberincrease=1.00,Platelncrease=1.00 Uniform Loads(plf) . ,(�•.•.(' ,. Vert:5-9=-10,1-4=-100 's. '•L O R P'••��i� Concentrated Loads(lb) is Vert:4=-200 3=-605(B)10=-605(8) FL Cert. 6634 August 28,2013 A WAR KN i-Verdfg design pararnetes and P-P.At7 NOTES CSX THIS AND INCLUDED M71BK REFERENCE PAGE- 7473&Eft�RE U&E. 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 erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MiTek fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and SCSI Building Component 8904 Parka East BIW. Sdefy IMo710 vo'able from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria.VA 2314. Tempe,FL 33610.4115 11Syx�t:hernPirve SP trundler,i1TXmi14-d,fte.designvaluesarefrhoseefFer-tivP.06101/201.:3trayA.LSf ' Ory Ply ELITE L18 PARADISE RESERVE Job Truss Truss Type T5004470 131791 FT04 Floor Truss 1 2 .-1--.-.----,--tional TRUSSMART BUILDING COMPONENTS, Midway,GA,31320 7.350 s Sep 26 2012 MiTek Industries,Inc. Wed Aug 2813:42:47 2013 Page ID:XlakeYhbeBmOS6BswxXBHezjvZl-ogz8EMTulj7HV9w3DIjJovl6c0yVWZcNjw2VOyjJX 2-60 2-1-0 Scale=1:15.6 1.5x4 II 1.5x4 I I 1 23x8 = 3 3x4= 4 N 2x4 I 6 7 3x4= 4x4= 40= 63-0 63-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 40.0 Plates Increase 1.00 TC 0.36 Vert(LL) -0.03 6-7 >999 480 MT20 244/190 TCDL 10.0 Lumber Increase 1.00 BC 0.61 Vert(TL) -0.05 6-7 >999 360 BCLL 0.0 Rep Stress Ina NO WB 0.43 Hort(TL) 0.02 5 n/a n/a BCDL 5.0 Code FRC2010/TP12007 (Matrix) Weight:102 Ib FT=0% LUMBER BRACING TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x6 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (Ib/size) 8=2813/0-3-8 (min.0-1-11),5=2813/0-3-8 (min.0-1-11) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-3241/0 BOT CHORD 7-8=0/3233,6-7=0/3233,5-6=013241 WEBS 2-8=3583/0,2-7=0/1567,3-5=-3594/0,3-6=0/1574 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 0-8-0 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)Girder carries tie-in span(s):24-0-0 from 0-0-0 to 8-3-0 %%tt S 1 t 18811 j1 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 3-10d(0.131"X 3")nails. Strongbacks to be ,`� P••.• /(/�� ��, attached to walls at their outer ends or restrained by other means. ;i �G Ci E N s•' �� �� LOAD CASE(S) Standard 1)Floor:Lumber Increase=1.00,Plate Increase=1.00 NO 53681 :-' Uniform Loads(plf) Vert:5-8=607(F=-597),1-4=-100 = tk STATE OF 8/0 FL Cert. 6634 August 28,2013 A WARR.N-NG V,,,pg design parameters unci AEdD NOTES ON THIS AND INCLUDED JOTEK REFEP&WE PAGE hifl 7473 BEFORE USE. DWI 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 responsibility of the N Aire i. 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/iPtt Quality Criteria,DSO-89 and SCSI Building Component 1#r�auFheinaPneiS Plate Institute. tthe�de�irgnwaltttwsa:retho��e ecCavwt. /101/201.4 boyALTsf Tampa,FL 33610-4115 DW r « N W a rn , o D rn 0 W ~ ( I O V pa_�IDp0 a D OC 0. CD o oo ao c oo aQ oo' ow Dz~ Qoo9 . O7ET Z N �=a30 0 .3 0 0 c,) n D asna y 0. a (D Q0 -Cc aa- Re � (� o ° = O � x = v Q(Daa � 0aa, o moa° . 00, on coIU n Z0 `DCD 5� I 3 am2ID � o ��� C7:3 _ fl3 aI6 :0o oo 6. ID5 — c 3 r � is _. -4 ° Dao 3 as o (D mc ' Z j n 5 3 (QN 0. (Dn0 N c D fl d,Q0m < n °-o.° 5•� 0 n -�? (D 0 "2m ,0- Q o CD O OL Q 0 (D 77 - H A y n A ;ml c = s>`p TOP CHORD m m a m 7Oa m O N W C 1-8 -aam m v� N c: H � moa N N °D(D � ym (D m2 =m n C (O n�n7 ry NA O O � � �m ti A A =H C W- �n p vAi m cm O 6o < of W m w �' w -° CT ° Cj ND a Ay � m m v Q w27 ON n O a u A O O z C p °- �• N Q ate■ZF o c`ooa ? 1OAR D y c)a n w N �CD p N (p °.N a5 ° m N T D A O �" O:' ZS o N -�m0 m ° N(D OyQ H ° W -< m 7 N w< (D 0N3 � ,7ss� a m O O �� _ ^� m w p ?m 3 N D i3 M O D ° ,V O F y m 0 W3 w ° N J (� H y x N X' N A .-- � by 01 0— NCD m 7 O (D ti W ^ C4-5 A N a TOP CHORD OO 00 V T (h A W N `O 00 Zo > >m omc a°o o ° $ �o arc 5� nNn cc �c 5o o`o'� n gam z Q a Q Q D y� oaf 0s0 o a> > m a m03 ao 0a0 m� o ' m� ny0 -�03 om 3fc oa c <° a. CD3° - 30 ° o n.° n,=a n6 303 (� _� ° ° n o .< n < °O °N a 3 �o ung m3° ° on n 3 n'o �Rm �� mNm sm oo <� o°� m mem x� 5'mrDQ oo. Q N (_'o•�� a o= o' er as a° m-0 c am ° tR Zui „a cD km �� om° Q 5� o ° 0 �a20 0o O O '� ? mo CD�� ° �° ° 5'm ma m 3cD o �� o a �� mm m� ' 4a aQo3 x� O O T 3 s0 D m 0� �� aQ ° �o a2N n0 > (0 a_0 0 �o'o o s v° �c �- — n° & 0 0° 0� s N c 3=• 0 32 c ° Q a> > 0 con.ow 3 �2 0 0 0 ? m otic' U ° o�n oD ? �CL c _ n. (D O �°•0 c� mo° ° m � 0 am ° O 3° a°6c Baa �� a�c� Wim = a� �� afD � o v �� pc Aa ca3 c �� ° (D --5 $ s ao mho mN 3 0f. urn o < � m(o ao _<<;(D ^n. O (� (D c<o 2 m y 3 m o o op m m m o o m°n m a (D a? `-0 � o a D o ° °� ° 0 � O 0� °� 0 0 c0 a a m'� o� :2(D 0 � f.m Zo ° m ° 0 mcDgO fo Q Q > > o Q � 0 a o ' °ro m �c "a2 ° aooa ° D- 00 no aan D 00 o Q o o� �o �.o mo ��' �� H� moo Y � o o� ��o � " C n y co �'� a m Q m� o° 3� °� °o 0.M va Joo o (D CD0 0. �om mW Q Q (D N� o f. 0 3 (D U-a o� o.� o y o� 7 _c -° fO o N oo �n � o �a a > > n� �° 3 a m 03 m0 (D mm ma Ya a (D ° a ? CD CD �� 0 0. � < 30 O 0 3Q N 1 rT + MARCH 12, 2009 WEB BRACING RECOMMENDATIONS ST-WEBBRACE OD CR) MiTek Industries,Chesterfield,MO Page 1 of 1 MAXIMUM TRUSS WEB FORCE(Ibs.)(See note 7) 0 0o BRACE 24"O.C. 48"O.C. 72"O.C. BAY SIZE -- BRACING MATERIAL TYPE BRACING MATERIAL TYPE BRACING MATERIAL TYPE MiTek Industries, Inc. A B C D A B C D CD 10'-0" 1610 1886 1886 2829 12'-0" 1342 1572 1572 2358 3143 3143 4715 4715 7074 14'-0" 1150 1347 1347 2021 16-0" 1006 1179 1179 1768 2358 2358 3536 18'-0" 894 1048 1048 1572 3143 4715 20'-0" 805 943 943 1414 1886 1886 2829 Bay size shall be measured in between the centers of pairs of diagonals. GENERAL NOTES TYPE BRACING MATERIALS 1.DIAGONAL BRACING IS REQUIRED TO TRANSFER THE CUMULATIVE LATERAL BRACE FORCE INTO THE ROOF AND/OR CEILING DIAPHRAGM.THE DIAPHRAGM IS TO BE DESIGNED BY A QUALIFIED PROFESSIONAL. 1 X 4 IND.45 SYP 2.THESE CALCULATIONS ARE BASED ON LATERAL BRACE CARRYING 2%OF THE WEB FORCE. A -OR- 3. DIAGONAL BRACING MATERIAL MUST BE SAME SIZE AND GRADE OR BETTER,AS THE LATERAL BRACE MATERIAL.AND SHALL BE INSTALLED IN SUCH A MANNER THAT IT INTERSECTS WEB MEMBERS 1 X 4#2 SRB(DF,HF,SPF) AT APPROX.45 DEGREES AND SHALL BE NAILED AT EACH END AND EACH INTERMEDIATE TRUSS WITH 2-8d (0.131"4.5-)FOR 1.4 BRACES,2-10d(0.131".3")FOR 24 and 2x4 BRACES,AND 3-1 Dd(0.131"X!')FOR 2x6 BRACES. 4. CONNECT LATERAL BRACE TO EACH TRUSS WITH 2-8d(0.131"X2.5')NAILS FOR 1.4 LATERAL BRACES, 2-10d(0.131")G")NAILS FOR 24 and 2x4 LATERAL BRACES,AND 3-10d(0.131'4")FOR 2x6 LATERAL BRACES. B 2 X 3#3,STD,CONST(SPF,DF,HF,OR SYP) 5. LATERAL BRACE SHOULD BE CONTINUOUS AND SHOULD OVERLAP AT LEAST ONE TRUSS SPACE FOR CONTINUITY. 6. FOR ADDITIONAL GUIDANCE REGARDING DESIGN AND INSTALLATION OF BRACING,CONSULT C 2 X 4#3,STD,CONST(SPF,DF,HF,OR SYP) DSB-89 TEMPORARY BRACING OF METAL PLATE CONNECTED WOOD TRUSSES AND BCSI 1 GUIDE TO GOOD PRACTICE FOR HANDLING,INSTALLING d BRACING OF METAL PLATE CONNECTED WOOD TRUSSES.JOINTLY PRODUCED BY WOOD TRUSS COUNCIL OF AMERICA and TRUSS PLATE INSTITUTE. www.sb0ndusivy—m and—tpinst.org D 2 X 6#3 OR BETTER(SPF,DF,HF,OR SYP) 7. REFER TO SPECIFIC TRUSS DESIGN DRAWING FOR WEB MEMBER FORCE. 8, TABULATED VALUES ARE BASED ON A DOL.=1.15 FOR STABILIZERS: FOR A SPACING OF 24"O.C.ONLY,MITEK'STABILIZER"TRUSS BRACING SYSTEMS CAN BE SUBSTITUTED FOR TYPE A,B.C AND D BRACING MATERIAL DIAGONAL BRACING FOR STABILIZERS ARE TO BE PROVIDED AT BAY SIZE INDICATED ABOVE.WHERE DIAPHRAGM BRACING IS REQUIRED AT PITCH BREAKS,STABILIZERS MAYBE REPLACED WITH WOOD BLOCKING.SEE"STABILIZER' TRUSS BRACING INSTALLATION GUIDE AND PRODUCT SPECIFICATION. DIAGONAL BRACE CONTINUOUS LATERAL RESTRAINT 2-10d NAILS (SEE NOTE 4) TRUSS WEB MEMBERS This information is provided as a recommendation to assist in the requirement for permanent bracing of the individual truss web members.Additional bracing may still be required for the stability of the overall root system.The method shown here is just one method that can be used to provide stability against web buckling. August 10, 2010 T-BRACE / I-BRACE DETAIL WITH 2X BRACE ONLY ST - T-BRACE 2 0� ® MiTek Industries,Chesterfield,MO Page 1 of 1 Note:_ --T-Bracin- g/I-Bracing to be used when continuous lateral bracing 0 0o is impractical. T-Brace/I-Brace must cover 90%of web length. E=0 Note: This detail NOT to be used to convert T-Brace/I-Brace MiTek Industries,Inc. webs to continuous lateral braced webs. Nailing Pattern Brace Size T-Brace size Nail Size Nail Spacing for One-Ply Truss 2x4 or 2x6 or 2x8 10d 6"o.c. Specified Continuous _ Rows of Lateral Bracing Note: Nail along entire length of T-Brace/I-Brace Web Size 1 2 (On Two Ply's Nail to Both Plies) 2x3 or 2x4 2x4 T-Brace 2x4 I-Brace 2x6 2x6 T-Brace 2x61-Brace 2x8 2x8 T-Brace 2x81-Brace Nails Brace Size for Two-Ply Truss Specified Continuous Rows of Lateral Bracing SPACING Web Size 1 2 k 2x3 or 2x4 2x4 T-Brace 2x4 I-Brace WEB Ar 2x6 2x6 T-Brace 2x61-Brace -A 2x8 2x8 T-Brace 2x81-Brace k -A T-Brace/I-Brace must be same species T-BRACE and grade(or better) as web member. Nails � Section Detail T-Brace Web Nails Web -Brace Nails JANUARY 1, 2009 L-BRACE DETAIL ST - L-BRACE �O ® MTek Industries,Chesterfield,MO Page 1 of 1 a�aa 0 00 0 00 a MiTek Industries,Inc. Nailing Pattern Note:L-Bracing to be used when continuous L-Brace size Nail Size Nail Spacing lateral bracing is impractical. L-brace 1x4 or 6 10d 8"o.c. must cover 90%of web length. - 2x4,6,or 8 16d 8"o.c. Note: Nail along entire length of L-Brace L-Brace Size (On Two-Ply's Nail to Both Plies) for One-Ply Truss Specified Continuous Rows of Lateral Bracing Web Size 1 2 Nails - 2x3 or 2x4_ 1x4 *** t 2x6 1x6 "** 2x8 2x8 *** DIRECT SUBSTITUTION NOT APLICABLE. SPACING k k WEB } L-Brace Size for Two-Ply Truss t L-BRACE Specified Continuous Rows of Lateral Bracing Web Size 1 2 2x3 or 2x4 2x4 *** 2x6 2x6 *** 2x8 2x8 rrr DIRECT SUBSTITUTION NOT APLICABLE. Nails Section Detail E L-Brace Web L-Brace must be same species grade(or better)as web member. JANUARY 1, 2009 BEARING BLOCK DETAIL ST-BLCK1 ® REFER TO INDIVIDUAL TRUSS DESIGN MiTek Industries,Chesterfield,MO Page 1 of 1 uu FOR PLATE SIZES AND LUMBER GRADES o� IMPORTANT O 00 This detail to be used only with one ply trusses with a D.O.L. lumber increase of 1.15 or higher. MiTek Industries,Inc. Trusses not fitting these criteria should be examined individually. 0-3-8 ACTUAL BEARING SIZE BOTTOM CHORD SIZE LUMBER ALLOWABLE BEARING BLOCK BEARING BLOCK&WOOD BEARING ALLOWABLE LOADS AND REACTION ALLOWABLE LOADS NAILING PATTERN GRADE (Ib) * ALLOWABLE LOAD(Ib) TOTAL EQUIVALENT BEARING LENGTH 2x4 BOTTOM CHORD SYP 2966 975 3941 0-4-10 2 ROWS @ 3"O.C. DF 3281 892 4173 0-4-7 (8 TOTAL NAILS) HF 2126 772 2898 0-4-12 SPF 2231 754 2985 0-4-11 SYP 2966 1462 4428 0-5-3 2x6 BOTTOM CHORD DF 3281 1338 4619 0-4-14 3 ROWS @ 3"O.C. HF 2126 1159 3285 0-5-6 (12 TOTAL NAILS) SPF 2231 1131 3362 0-5-4 SYP 2966 1950 4916 0-5-12 2x8 BOTTOM CHORD DF 3281 1784 5065 0-5-6 4 ROWS @ 3"O.C. HF 2128 1545 3671 (16 TOTAL NAILS) 0-6-0 SPF 2231 1508 3739 0-5-13 CASE 1 CASE 2 4"MINIMUM T HEEL HEIGHT 1 BRG BLOCK TO BE SAME 12"BLOCK SIZE,GRADE,&SPECIES AS EXISTING BOTTOM CHORD. 12"BLOCK APPLY TO ONE FACE OF TRUSS. NOTES: 1.USE LOWER OF TOP PLATE OR TRUSS WOOD SPECIES. 2.THE END DISTANCE,EDGE DISTANCE,AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3.NAILS DESIGNATED ARE 10d(A 31"DIAM.x 3") FOR BEARINGS NOT NEARER THAN 3"TO THE END OF A MEMBER(CASE 2),THESE VALUES MAY BE MULTIPLIED BY A BEARING FACTOR OF 1.10 LOADS BASED ON FOLLOWING Fc PERPENDICULAR VALUES: SYP=565 psi DF =625 psi HF =405 psi SPF =425 psi NOTE:VALUES DO NOT INCLUDE MSR LUMBER WITH"E"VALUES GREATER THAN 1,900,000 PSI OR NON-DENSE GRADE LUMBER. JANUARY 1=2009 BEARING BLOCK DETAIL I ST-BLCK2 MiTek Industries,Chesterfield,MO Page 1 if, ��� ® REFER TO INDIVIDUAL TRUSS DESIGN ���JJJ FOR PLATE SIZES AND LUMBER GRADES ©oo IMPORTANT This detail to be used only with one ply trusses with a D.O.L.lumber increase of 1.15 or higher. MiTek Industries,Inc. Trusses not fitting these criteria should be examined individually. 0-5-8 ACTUAL BEARING SIZE ALLOWABLE BEARING BLOCK&WOOD BEARING ALLOWABLE LOADS BOTTOM CHORD SIZE LUMBER BEARING BLOCK AND GRADE REACTION ALLOWABLE LOADS NAILING PATTERN (Ib) * ALLOWABLE LOAD(lb) TOTAL EQUIVALENT BEARING LENGTH SYP 4661 975 5636 0-6-10 2x4 BOTTOM CHORD DF 5156 892 6048 0-6-7 2 ROWS @ 3'O.C. (8 TOTAL NAILS) HF 3341 772 4113 0-6-12 SPF 3506 754 4260 0-6-11 SYP 4661 1462 6123 0-7-3 2x6 BOTTOM CHORD OF 5156 1338 6494 0-6-15 3 ROWS @ 3" O.C. HF 3341 1159 4500 0-7-6 (12 TOTAL NAILS) SPF 3506 1131 4637 0-7-4 SYP 4661 1950 6611 0-7-12 2x8 BOTTOM CHORD OF 5156 1784 6940 0-7-6 4 ROWS @ 3" O.C. HF 3341 1545 4886 0-8-0 (16 TOTAL NAILS) SPF 3506 1508 5014 0-7-14 CASE 1 CASE 2 4" MINIMUM T HEEL HEIGHT 1 BRG BLOCK TO BE SAME 12"BLOCK SIZE,GRADE,&SPECIES 12•BLOCK AS EXISTING BOTTOM CHORD. APPLY TO ONE FACE OF TRUSS. NOTES: 1.USE LOWER OF TOP PLATE OR TRUSS WOOD SPECIES. 23HE END DISTANCE,EDGE DISTANCE,AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3.NAILS DESIGNATED ARE 10d(.131"DIAM.x 3') FOR BEARINGS NOT NEARER THAN 3"TO THE END OF A MEMBER(CASE 2),THESE VALUES MAY BE MULTIPLIED BY A BEARING FACTOR OF 1.03 LOADS BASED ON FOLLOWING Fc PERPENDICULAR VALUES: SYP=565 psi DF =625 psi HF =405 psi SPF =425 psi NOTE:VALUES DO NOT INCLUDE MSR LUMBER WITH"E"VALUES GREATER THAN 1,900,000 PSI OR NON-DENSE GRADE LUMBER. JANUARY 1, 2009 STANDARD RIBBON BLOCK DETAIL ST-RIBBON �0 ® MiTek USA,Inc. Page 1 of 1 aaaa O 00 E=D MiTek USA,Inc. 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) FEBRUARY8, 2008J LATERAL BRACING RECOMMENDATIONS ST-STRGBCK MiTek Industries,Chesterfield,MO Page 1 of 1 0 00 TO MINIMIZE VIBRATION COMMON TO ALL SHALLOW FRAMING SYSTEMS, a 2x6 "STRONGBACK" IS RECOMMENDED, LOCATED EVERY 8 TO 10 FEET MiTek Industries,Inc. ALONG A FLOOR TRUSS. 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 O VERTICAL NALS INSERT WOOD SCREW THROUGH OUTSIDE ATTACH TO VERTICAL SCAB WITH USE METAL FRAMING WITH(3)-1 NAILS FACE OF CHORD INTO EDGE OF STRONGBACK WEB ANCHOR TO ATTACH WEB "x 3") (0.131"x 3") (DO NOT USE DRYWALL TYPE SCREWS) TO TOP CHORD 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)-10d 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) 4-0-0 WALL BLOCKING TRUSS 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) � 1 . JANUARY 1, 2009 STANDARD DETAIL FOR ALLOWING A DECK ST-DECK LEDGR LEDGER CONNECTION TO A FLOOR TRUSS �laa (RD MiTek USA,Inc. Page 1 of 1 0 00 O 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. DOUBLE END FASTENER(S)SPECIFIED VERTICAL BY OTHERS 75< FLOOR BLOCKING PER BUILDING DESIGNER FASTENER(S)SPECIFIED BY OTHERS, LEDGER SPECIFIED o BY OTHERS LEDGER SPECIFIED_ BY OTHERS FLOOR TRUSSES o. 24"O.C.MAX. TYPICAL FLOOR TRUSS LADDER FRAME TO BE 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 ST-LEDGR2A n�� ® MiTek USA,Inc. Page 1 of 1 GIRDER TUSS WITH CONSTUCOTION 0 0o QUALITY ADHESIVE AND 10d NAILS 0 00 (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 ( IL 1 ROW IN EACH CHORD MEMBER) NAILS THROUGH 10d THROUGH 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 00 ® MiTek USA,Inc. Page 1 of 1 a o0 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",18",OR 20" SHEAHING 4X4 STUDS AT 16"SPACING MAX. BRG.WALL (HF,SPF,DF,OR SYP) A TACH LEDGER(DESIGNED BY OTHERS)WITH TWO 1/2"DIAMETER ASTM A307 BOLTS WITH WASHERS AT EACH STUD LOCATION. (MINIMUM 2X8 SPF NO.2) FEBRUARY 19, 2009 UPLIFT TOE-NAIL DETAIL =ST-TOENAIL_UPLIFT MiTek USA,Inc. Page 1 of 1 0 0o THIS DETAIL SHALL BE USED FOR A CONNECTION RESISTING UPLIFT FORCES ONLY.BUILDING DESIGNER IS RESPONSIBLE u FOR LOADS IN OTHER DIRECTIONS. MiTek USA,Inc. END VIEW SIDE VIEW oo^ TOP PLATE OF W LL 1"FOR 3"NAIL 1 1/16"FOR 3.25"NAIL NEAR SIDE NEAR SIDE L 1-3/16"FOR 3.5"NAIL VIEWS SHOWN ARE FOR FAR SIDE ILLUSTRATION PURPOSES ONLY TOE-NAIL WITHDRAWAL VALUES PjNDSf(lb/nail)DIAM. SYP DF HF.131 59 46 32NOTES: 1.TOE-NAILS SHALL BE DRIVEN AT AN ANGLE OF 30 DEGREES p 135 60 48 33 WITH THE MEMBER AND STARTED 1/3 THE LENGTH OF THE 39 NAIL FROM THE MEMBER END AS SHOWN. � •162 72 `� 2.THE END DISTANCE,EDGE DISTANCE,AND SPACING OF 6 NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING CD z 128 54 42 28 27 19 3.OF THE WOOD.ALLOWABLE VALUE SHALL BE BASED ON THE SPECIE WITH JO 131 55 43 29 28 19 LOWER NAIL CAPACITY BETWEEN THE TWO MEMBERS IN J6 148 82 48 34 31 21 THE CONNECTION. N Z c0 .120 51 27 26 17 p .128 49 38 26 25 17 J 131 51 39 27 26 17 6 .148 57 44 31 28 20 VALUES SHOWN ARE CAPACITY PER TOE-NAIL. APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. EXAMPLE: (3)-16d NAILS(.162"diam.x 3.5")WITH SPF SPECIES TOP PLATE For Wind DOL of 1.33: 3(nails)X 37(Ib/nail)X 1.33(DOL for wind)=148 Ib Maximum Allowable Uplift Reaction Due To Wind For Wind DOL of 1.60: 3(nails)X 37(Ib/nail)X 1.60(DOL for wind)=177 Ib Maximum Allowable Uplift Reaction Due To Wind If the uplift reaction specified on the Truss Design Drawing exceeds 147 lbs(177 lbs)Building Designer is responsible to specifiy a different connection. USE(3)TOE-NAILS ON 2x4 BEARING WALL "'USE(4)TOE-NAILS ON 2x6 BEARING WALL JANUARY 1, 2009 LATERAL TOE-NAIL DETAIL ST-TOENAIL SP El O MiTek Industries,Chesterfield,MO Page 1 of 1 NOTES: 1.TOE-NAILS SHALL BE DRIVEN AT AN ANGLE OF 45 DEGREES WITH THE MEMBER oo AND MUST HAVE FULL WOOD SUPPORT. (NAIL MUST BE DRIVEN THROUGH AND EXIT AT THE BACK CORNER OF THE MEMBER END AS SHOWN. 2.THE END DISTANCE,EDGE DISTANCE,AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. MiTek Industries,Inc. 3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO SPECIES FOR MEMBERS OF DIFFERENT SPECIES. TOE-NAIL SINGLE SHEAR VALUES PER NDS 2001 (Ib/nail) THIS DETAIL APPLICABLE TO THE DIAM. SYP DF HF SPF SPF-S L THREE END DETAILS SHOWN BELOW z .131 88.0 80.6 69.9 68.4 59.7 O 135 93.5 85.6 74.2 7p.g 63.4 VIEWS SHOWN ARE FOR Zr, .162 108.8 99.6 86.4 84.5 73,g ILLUSTRATION PURPOSES ONLY 6 O •128 742 67.9 58.9 57.6 50.3 .131 75.9 69.5 60.3 59.0 51.1 SIDE VIEW N 148 81.4 74.5 64.6 63.2 52.5 (2x3,2x4) SIDE VIEW cn 2 NAILS (24) 3 NAILS NEI :NEAR VALUES SHOWN ARE CAPACITY PER TOE-NAIL. AR SDE EAR SIDE APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. EAR SIDE NEAR SIDE EXAMPLE: SIDE (3)-16d NAILS(.162"diam.x 3.5")WITH SPF SPECIES BOTTOM CHORD For load duration increase of 1.15: 3(nails)X 84.5(Ib/nail)X 1.15(DOL)=291.5 Ib Maximum Capacity ANGLE MAY ANGLE MAY VARY FROM ANGLE MAY VARY FROM 30°TO 60' VARY FROM 30°TO 60° 45.00° 30°TO 600 45.00* 45.000 FEBRUARY 14, 2012 Standard Gable End Detail ST-GE110-001 MiTek USA,Inc. Page 1 of 2 flLJ Typical_x4 L-Brace Nailed To 2x_Verticals W/1 Od Nails,6"o.c. [4).i ertical St*6d Vertical Stud -16d CoDIAGONAL re NailsACE Common MiTek USA,Inc. re Nails SECTION B-B aced 6"o.c. DIAGONAL BRACE4'-0"O.C.MAX (2)-10d Co2x6 Stud or Wire Nails I2x4 No.2 of better TRUSS GEOMETRY AND CONDITIONSSHOWN ARE FOR ILLUSTRATION ONLY. Horizontal Brace To 2x_Verticals 12 SECTION A A w/( )- od Common Nails 2x4 Stud Q Varies to Common Truss it PROVIDE 2x4 BLOCKING BETWEEN THE FIRST SEE INDIVIDUAL MITEK ENGINEERING TWO TRUSSES AS NOTED. TOENAIL BLOCKING DRAWINGS FOR DESIGN CRITERIA TO TRUSSES WITH(2)-10d NAILS AT EACH END. A ** ATTACH DIAGONAL BRACE TO BLOCK WITH (5)-IOd COMMON WIRE NAILS. 3x4= B B (4)-8d NAILS MINIMUM,PLYWOOD SHEATHING TO 2x4\SPF BLOCK * -Diagonal Bracing ** -L-Bracing Reter Refer to Section A-A to Section B-B 24"Max Roof Sheathin NOTE: 1.MINIMUM GRADE OF#2 MATERIAL IN THE TOP AND BOTTOM CHORDS. 2.CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND 1'-3" 011,WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. Max. (2)-1� (2) 10d NAILS 3.BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY.CONSULT BLDG. / ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT / BRACING OF ROOF SYSTEM. 4."L"BRACES SPECIFIED ARE TO BE FULL LENGTH. GRADES:1 x4 SRB OR 2x4 STUD OR BETTER WITH ONE ROW OF 10d NAILS SPACED 6"O.C. %TCUS S @ 24" O.C. 5.DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF DIAPHRAM AT 4'-0"O.C. / 6.CONSTRUCT HORIZONTAL BRACE CONNECTING A 2x6 STUD AND A 2x4 STUD AS SHOWN WITH 16d NAILS SPACED 6"O.C.HORIZONTAL BRACE TO BE LOCATED AT THE MIDSPAN OF THE LONGEST STUD. / x6 DIAGONAL BRACE SPACED 48"O.C. ATTACH TO VERTICAL STUDS WITH(4)1 Od NAILS THROUGH 2x4. Diag. Brace /ATTACHED TO VERTICAL WITH(4)-16d (REFER TO SECTION A-A) ATTACHED 7. GABLE STUD DEFLECTION MEETS OR EXCEEDS U240. at 1/3 point TO BLOCKING WITH COMMON WIRE NAILS S -AND D COMMONS. 8. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. if needed _ 9. DO NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR TYPE TRUSSES. End Wall HORIZONTAL BRACE (SEE SECTION A-A) 2 DIAGONAL Minimum Stud Without 1x4 2x4 DIAGONAL BRACES AT Stud Size Spacing Brace L-Brace L-Brace BRACE 1/3 POINTS Species and Grade Maximum Stud Length 2x4 SPF Std/Stud 12"O.C. 4 6 3 5-0-7 7-1-7 9-0-5 13-6-6 2x4 SPF Std/swd 16"O.C. 4-1-3 4-4-5 6-2-0 8-2-7 12 3 10 2x4 SPF Std/stud 24"O.C. 3-5-6 3-6-11 5-0-7 C1 0 15 10-4-7 Diagonal braces over 6-3"require a 2x4 T-Brace attached to one edge. Diagonal braces over 12'-6"require 2x4 I-braces attached to both edges. Fasten T and I braces to narrow edge of web with 1 Od common wire nails 8in o.c.,with 3in minimum end distance. Brace must cover 90%of diagonal length. MAX MEAN ROOF HEIGHT=30 FEET CATEGORY II BUILDING EXPOSURE B or C ASCE 7-98,ASCE 7-02,ASCE 7-05 110 MPH ASCE 7-10 140 MPH STUD DESIGN IS BASED ON DURATION OF LOAD INCREASE:1.60 LCONN=ECTIONOF BRACING S BASEOD ON MWFRS.�D ING. FEBRUARY 14, 2012 Standard Gable End Detail SHEET 2 MiTek USA,Inc. Page 2 of 2 ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORD oo Trusses @ 24" ox. n HORIZONTAL BRACE 2x6 DIAGONAL BRACE SPACED 48"O.C. u (SEE SECTION A-A) ATTACHED TO VERTICAL WITH(4)-16d MiTek USA, Inc. Roof Sheathing COMMON WIRE NAILS AND ATTACHED TO BLOCKING WITH(5)-10d COMMONS. �3 Max. IT IS THE RESPONSIBILITY OF THE BLDG DESIGNER OR THE PROJECT ENGINEER/ARCHTECT TO DESIGN THE NAIL DIAGONAL BRACE TO CEILING DIAPHRAGM AND ITS ATTACHMENT TO THE PURLIN WITH TWO 16d NAILS TRUSSES TO RESIST ALL OUT OF PLANE LOADS THAT MAY RESULT FROM THE BRACING OF THE GABLE ENDS 2X 4 PURLIN FASTENED TO FOUR TRUSSES WITH TWO 16d NAILS EACH.FASTEN PURLIN TO BLOCKING W/TWO 16d NAILS(MIN) Diag. Brace x at 1/3 pointsPROVIDE 2x4 BLOCKING BETWEEN THE TRUSSES if needed \ \ SUPPORTING THE BRACE AND THE TWO TRUSSES ON EITHER SIDE AS NOTED. TOENAIL BLOCKING \ TO TRUSSES WITH(2)-10d NAILS AT EACH END. ATTACH DIAGONAL BRACE TO BLOCKING WITH End Wall (5)-10d COMMON WIRE NAILS. CEILING SHEATHING BRACING REQUIREMENTS FOR STRUCTURAL GABLE TRUSSES STRUCTURAL GABLE TRUSSES MAY BE BRACED AS NOTED: METHOD 1 :ATTACH A MATCHING GABLE TRUSS TO THE INSIDE STRUCTURAL FACE OF THE STRUCTURAL GABLE AND FASTEN PER THE GABLE TRUSS FOLLOWING NAILING SCHEDULE. METHOD 2:ATTACH 2X SCABS TO THE FACE OF EACH VERTICAL MEMBER ON THE STRUCTURAL GABLE PER THE FOLLOWING SCAB ALONG NAILING SCHEDULE.SCABS ARE TO BE OF THE SAME SIZE,GRADE VERTICAL AND SPECIES AS THE TRUSS VERTICALS NAILING SCHEDULE: FOR WIND SPEEDS 120 MPH(ASCE 7-98,02,05),150 MPH(ASCE 7-10)OR LESS,NAIL ALL MEMBERS WITH ONE ROW OF 10d(.131"X 3")NAILS SPACED 6"O.C. FOR WIND RS WITH TWO ROWS OF 0d(H1'(ASCE 3")NAI S SPA 150 MPH(ASCE 7-10)NAIL ALL MEM ECED 6"O.C.(2X 4 STUDS MINIMUM) MAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1. / ALL BRACING METHODS SHOWN ON PAGE 1 ARE VALID AND ARE TO BE FASTENED TO THE SCABS OR INLAYED STUD VERTICAL STUDS OF THE STANDARD GABLE TRUSS ON THE INTERIOR SIDE OF THE STRUCTURE. STRUCTURAL / AN ADEQUATE DIAPHRAGM OR OTHER METHOD OF BRACING MUST GABLE TRUSS / BE PRESENT TO PROVIDE FULL LATERAL SUPPORT OF THE BOTTOM CHORD TO RESIST ALL OUT OF PLANE LOADS.THE BRACING SHOWN IN THIS DETAIL IS FOR THE VERTICAUSTUDS ONLY. NOTE:THIS DETAIL IS TO BE USED ONLY FOR / STRUCTURAL GABLES WITH INLAYED STUDS.TRUSSES WITHOUT INLAYED STUDS ARE NOT ADDRESSED HERE. STANDARD / GABLE TRUSS Solid Sawn Lumber Connectors FACE MOUNT HANGERS - SOLID SAWN LUMBER (OF & SP) - 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 Fasteners DF/SP Allowable Loads Installed Joist Model No. Ga Mini Header UP1111 Floor(100) Snow(115) Roof(125) Cost Code H B Size W Max 10d 16d Joist 1(160)110d 16d 10d 16d 10d 164 In Ref. SAWN LUMBER SIZES LU24 201 id/,6 1 3% 1'fz — 4-10d 4-16d 2-10dx1'h 265 465 555 531 635 1 575 685 Lowest 2x4 LUS24 18 1'As 3'/s 1Y4 — 4-10d — 2-10d 490 670 — 765 — 825 — 3% U24 16 1'/+s 3% 1'1h — 4-10d 4-16d 2-10dx1'h 265 485 575 550 655 595 705 67% HU26 14 1'As 3'/,s 2'/. — — 4-16d 2-10dx1'h 335 — 595 — 670 — 720 19 LUS24-2 18 3'/s 3'/s 2 — — 4-16d 2-16d 440 — 800 — 910 — 985 Lowest X64 U24-2 16 3%s 3 2 — 4-10d 4-16d 2-10d 370 485 575 550 655 595 7u5 33% HU24-2/HUC24-2 14 3'h 31A6 2'h — — 4-16d 2-1Od 380 1 — 595 — 670 720 240% c LUS26 18 1IM6 4% 1'/ — 4-10d — 4-10d 1165 865 — 990 — 1070 — Lowest v LU26 20 i9/s 43/ 1'h — 6-1Od 6-16d 4-10dxilh 565 700 835 795 950 860 1031 6% 17,F6, G 2x6 U26 16 11& 4'h 2 — 6-1Od 6-16d 4-10dx1'h 585 730 865 825 980 890 1055 43% C LUC26Z 18 1'/,6 43/e 13/ — 6-10d 6-16d 4-10dx1'h 730 710 845 810 965 875 1040 160% V HU26 14 1136 3'/6 2'/ — — 4-16d 2-10dx1'h 335 — 595 — 670 — 720 1 179% dHUS26 16 1'A I 5'/s3 — — 14-16d 6-16d 1550 — 2720 — 3095 — 3.^, ` 276% LUS26-2 18 3'/6 47/ 2 — — 4-16d 4-16d 1165 -- 111311 -- 1180 - !'I,- U26-2 16 3'/s 5 2 — 8-10d 8-16d 4-10d 1 740 975 1150 1100 13051 1185 h11 179% c D2B6L HUS26-2 14 3'/s 5336 2 — — 4-116d 4-16d 1235 -- 1061; — 1210 -- 1 3 HU26 2/HUC26 2 14J41Y,6 53/s 2'/z Min — 8-16d 4-10d 760 — 1190 — 1345 — l-- 233% rn 145j/s 2% Max — 12-16d 6-1Od 1135 — 174: — 2015 — 2'5 254% LUS26-3 184'/ 2 — — 4-16d 4-16d 1165 — 1030 — 1180 — 1280 y PL 2xffHU26-3/1HUG26-3 164'/ 2 — 8-1Od 8-16d 4-10d 740 975 1150 1100 1305 1185 1410 160 14 5h 2% Min — 8-16d 4-10d 760 — 1190 — 1345 — 1445 14 5'/z 2'h Max — 12-16d 6-1Od 1135 1785 2015 2'65 LUS26 184'/ 1% — 4-10d — 4-10d 1165 865 — 990 — 1070 — Lowest LU26 204'A 1'h — 6-1Od 6-16d 4-10dxilh 565 700 835 795 950 860 1031 6% - LUS28 18 1M6 6%s 13/ — 6-10d — 4-10d 1165 1100 -- 1255 -- 1360 -- 23% LU28 20 1'/6 63/s 1 1'h I — 8-10d 8-16d 6-1Odx1'/>_ 850 930 1110 1060 1270 115) 133; 1 39% 2x8 U26 16 1%6 4'3/ 2 — 6-1Od 6-16d 4-10dxi'h 585 730 865 625 980 890 1055 1 43% LUC26Z 18 1'/,6 4% 1% — 6-1Od 6-16d 4-10dx1'f 1 730 710 845 810 965 875 10401 160% HU28 14 1'/,6 51/ 2'/. — — 6-16d 4-10dxl'h I 610 — 895 — 1005 — wsl- 251% HUS26 16 1%9 53/s 3 — — 14-16d 6-16d 1550 — 2720 — 13095 — 3335 276% 17,F6,L17 HUS28 161 1'A 7 3 — — 22-16d 8-16d 2000 — 3965 — 4120 — 4220 409% LUS26-2 181 3rd 47% 2 — — 4-16d 4-16d 1165 — 1030 — 1180 — 1281 Lowest - V_LU S28-2 181 3'/s 7 2 — — 6-16d 4-16d 1165 — 1315 — 1500 — 1 1625• 8% DBL U26-2 161 3'/s 5 2 — 8-10d I 8-16d 4-1Od 740 975 1 1150 1100 13051 1185 1410 65% 2x8 HUS28-2 141 3'/s P/16 2 — — 6-16d 6-16d 1550 — 1595 — 1815 — 1960 188% - 14 3Y 7 2%z Min = 10-16d 4-1Od 760 - 1490 - 1680 - 1805 397% HU28-2/HUC28-2 14 3'/s 7 2'h Max 14-16d 6-10d 1135 2085 2350 2530 418% o LUS28 3 18 45/s 61/ 2 — — 6-16d 4-16d 1165 -- 1315 -- 1500 -- 1025 w U26 3 16 4'/s 4'/ 2 — 8-1Od 8-16d 4-10d 740 975 1150 1100 1305 1185 1411 z -TPL2x HU26-3/HUC26-3 14 4',/ 5'h 2'h Min _ 816d 4-10d 760 - 1190 _ 1345 - 2' 160 14 4"'A6 5'h 2'/ Max 12-16d 610d 1135 1785 2015 2'65 QUAD HU28 4lHUC28 4 14 6'/s 6% 2'h Min — 10-16d 4-16d 900 — 1490 — 1680 — 1805 2X8 14 6A 6% 2'/z Max — 14-16d 6-16d 1345 — 2085 — 2350 — 2530 � a LUS28 18 1136 6/s 13/ — 6-1Od — 410d 1165 1100 — 1255 — 1360 — Lowest o LU28 20 1'/16 6% 1'/z — 8-10d 8-16d 6-10dx1'/> 850 930 11101 1060 1270 1151 13> 13% LUS210 18 1936 71336 13/ — 8 10d — 4 lOd 1165 1340 — 1525 — 1650 — 15% Z LU210 20 1'/,6 VY16 1%z — 10-10d 10-16d 6-10dx1'h 850 1165 1390 1325 1585 1435 1715 28% s 2X10U210 161 1136 7"A6 2 — 10-10d 10-1 6d 6-10dx1'/-> 1110 1215 1440 1375 1635 1485 168:; 76% y LUC210Z 18 1'/,6 7'/ 13/ — 10-10d 10-16d 6-10dxi'h 1100 1185 1410 1345 1605 1455 1735 180% N HU210 14 1'/,6 7'/ 2% — — 8-116d 4-10dx1'h 610 — 1190 — 1345 — 1445l 225% HUS210 16 1A 9 3 — — 30-16d 10-1 6d 3000 — 4255 4445 4575 450% IT F6,L17 N LUS28-2 18 3'/s 7 2 — — 6-16d 4-16d 1165 — 1315 — 1500 — 1625 Lowest LUS210-2 18 3'/9 9 2 — — 8-16d 6-16d 1745 — 18301 2090 — 22651 34Wo U210-2 16 3%s 8'/s 2 — 1410d 14 16d 6-10d 1110 1705 2015 1930 2285 2075 2465 88Y° r BIL HUS210 2 14 3'/s 9'As 2 — — 8-i6d 8-16d 3295 - 2125 = 2420 - 2615 217% G HU210-2/ 14 3'/s 813/s 2'/, Min — 14-16d 6-1Od 1135 2085 2350 2530 441% HUC210-2 14 3'13 8136 2'h Max — 18-16d I 10-10d 1895 — 26BO — 3020 — 3250 467% HHUS210-2 14 35/,6 8%s 3 — — 30-16d I *16d 4000 — 5635 — 6380 - 6880 LUS28-3 18 4%s 6'/, 2 1 — — 6-16d I 4-16d 1165 — 1315 — 1 1500 162-1 160 LUS210-3 18 45/9 83/,6 2 — — 8-i6d 6-16d 1745 -- ro,'l — 2090 — 2265 U210-3 16 45/5 73/ 2 — 14-1Od 14-16d 6-10d 1110 1705 193') 2285 20 2465 2TPL x10 HU210 3/ 14 4'%6 8'As 2'h Min — 14-16d 6-1Od 1135 - 2350 253'.' 17,F6,Ll7 HUC210-3 14 41736 8'/,6 212 Max — 18-16d 10-10d 1895 3020 3250 HHUS210-3 14 4"A6 9 3 — — 30-16d 10-16d 4000 — — 6380 — 6860 HGUS210-3 11211 9%s 4 — — 46-16d 16-16d 4095 — — 9100 — 910' F23,160 74 See footnotes on page 76. CODES:See page 20 for Code Reference Key Chart. INSTALLATION GUIDEFOR PLATED TRUSS CONNECTORS MULTIPLE TRUSS HANGERS MAI a THJA26/LTHJA26 THJA26 r t{ijt US Patent 5,253,465 Fasteners(Quantity&Size) _ Model No. Carrying Carried Member Member Hip' JackCarrying Member THJA26 (20)-.162x31/2 (6)-.148x1'/2 (4)-.148x11/2 LTHJA26 LTHJA26 20 .148x3( ) (7).148x1'/2 (4)-.148x11/2 US Patent 1/.•Typ. 5,253,465 0° 1.For the LTHJA26,one.148x1%2 nail must be installed into the working bottom of each hip through bottom of hanger seat. Pent Top View Hipp Left Hand Hip Jack Installation Typical THJA26 Installation (LTHJA26 Similar) MSCPT 41 MSCPT2 Model Fasteners(Quantity&Size) (MSCPT2-2 No. Carrying Member Carried Member similar) MSCPT2 (26)-.16201/2 (18)-.148x11/2 - MSCPT2N - (26)-.162x31/1 (14)-.148x11/2 a MSCPT2-2 (30)-.1620/2 (20)-.148x3 MSCPT2N Top View „ MSCPT2-2N (30)-.162x31/1 (14) .148x3 (MSCPT2-2N similar) r , 0# MSCPT2 Top View (MSCPT2-2 similar) Typical MSCPT2 Installation MTHM/MTHM-2 2-Ply Fasteners(Quantity&Size) I Detail Model Bottom No. Carrying Carried Member Chord Member R/L Hip Jack MTHM 2x4 (22)-.1624/2 (8)-.148x1%2 (4)-.148W/2 (MTHM-2 similar) A-B MTHM 2x6 -T3 4).162x31/2 (8).148x11/2 (4).148x11/2 Carrying Member 2x8 (42)-.162x31/2 (8)-.148x11/2 (4)-.148x11/2 2x4 (22)-.162x3/2 (16)-.148x1/1 (4)-.148x1/1 1 1 1 Carried C MTHM 2x6 (34)-.16201/2 (16)-.148x11/2 (4)-.148x11/2 Members Hip-► - Typical MTHM Installation 2x8 (42)-.162x31/2 (16)-.148x1'/z (4)-.148x11/2 Jack 2x4 (22)-.162x3'/2 (16)-.148x11/2 - D MTHM 2x6 (34)-.1620/2 (16)-.148x11/2 - 2x8 (42)-.162x31/2 (16)-.148x1'/z - E-F MTHM-2 2x4 (39)-.162x31/2 (8)-.148x11/2 (4)-.148x11/2 2x6 (47)-.162x31/2 (8)-.148x11/2 (4)-.148x11/2 A B C D G MTHM-2 2x8 (39)-.162x31/2 (16)-.148x11/2 (4)-.148x1/z 2x4 (47)-.162x31/i (16)-.148x11/2 (4)-.148x11/2 H MTHM-2 2x6 (39)-.162x31/2 (16)-.148x11/2 - 2x8 (47)-.162x31/2 (16).148x11/2 - E F G H CITY OF ATLANTIC of ROAD S CH 800 SEMIN r s1 ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 � k 13-00003420 Date 10/28/13 Application Number 870 PARADISE LN Property Address Application type description SINGLE FAMILY RESIDENC TO BE UPDATED Property Zoning 261400 Application valuation -------- Application desc NEW HOME -- ---------------------------- Contractor Owner ____ ----------------- ----- --------------- ELITE HOMES INC. BOB CHRIS LLC. 357 12TH ST FL 32233 357 12TH ST FL 32233 ATLANTIC BEACH ATLANTIC BEACH (904) 349-2803 (904) 349-2803 --- Structure Information 000 OOOTYPEW5HOME Construction Type RESIDENTIAL Occupancy Type ZONE A ----------------- Flood Zone --------------------------------- --------------------Permit PLUMBING PERMIT Additional desc . 00 Sub Contractor NELSON PLUMBING CO- ClanCheck Fee 216 . 00 0 Permit Fee Valuation Issue Date 4/26/14 --------------------- Expiration Date------ ----------------------------- Special Notes and Comments Verify Avoid damage to underground eutilitieswer t1eHand digif vertical and horizontal call 247-58 necessary. If field coordination is needed, cleanouts and valve covers Ensure all meter boxes, sewer are set to grade and visible . the property line* A sewer cleanout must be aaneRTltconcrete pbox with Cleanout must be c withrade and visible. metal lid. Cleanout to be set to grad must be A reduced pressure zone backflow p installed if irrigation will be provided or if there is a Backflow preventer must be private well on the property- of the results sent tested by a certified tester and a copy to Public Utilities . Full erosion control inningmeasureamust eartth disturbingan approved prior to beginning Y for Eros ion activities . Contact Public Worksrior7to8start of and Sediment Control Inspection p � CFr construction- r wyRPV 11 Q%Q"F�TpTT�"N"p CF'IT1, ES A HE FLORIDA PERMIT IS2A4WbVF&(� & � ANN BUILDING CODES. CITY OF ATLANTIC BEACH J 800 SEMINOLE ROAD sr ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-581 Page 2 13-00003420 - Date 10/28/13 Application Number - - ------------ Special Notes and Comments line. A sewer cleanout must be installed at the property Cleanout must be covered with an RT1 concrete boxeith metal lid. Cleanout to be set to grade *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO LL es,WseDerscleanoutsTO Cand valveRcovers Ensure all meter are set to grade and visible . line. A sewer cleanout must be installed at the property Cleanout must be covered with an RT1concrete box eith metal lid. Cleanout to be set to g sibl line. A sewer cleanout must be installed at the property Cleanout must be covered with an RTI concrete boxeith metal lid. Cleanout to be set to grade be A reduced pressure zone backflow povidedeormistthere is a installed if irrigation will be p reventer must be private well on the property. Backflow p results sent tested by a certified tester and a copy of the __--------------------------------- ___to- -------------Public Utilities . ----------------------------------------- ------------------------- 3 . 24 Other Fees STATE PLBG DCA SURCHARGE -------3-24--__- STATE PLBG DBPR SURCHARGE ----------- Credited --------------------- Paid _______ ___ u --- Charged . 00 Fee summary __________ ---------- -------- ---------- 216 . 00 . 00 Permit Fee Total 216 . 00 00 00 . 00 Plan Check Total 6 .. 00 00 . 00 48 6 .48 . 00 Other Fee Total 222 .48 . 00 Grand Total 222 '48 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. PLUMBING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Rd Atlantic Beach,FL 32233 Ph(904) 247-5826 ax (904) 247-5845 'l JOB ADDRESS' PERMIT# 1 j 3"SY2 v NEW�ORRJE�FPLA�CEMME�NTINSTALLATION: Project Value$ ��__7_ TYPE OF FIXTURE QTY TYPE OF FIXTURE QTY Bathtub 3 Septic Tank&Pit Clothes Washer Shower Dishwasher —L— Shower 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 LavatoryWater Heater Other Fixtures �— Water Treating System F —� RE-PIPE: TYPE OF FIXTURE QTY TYPE OF FIXTURE QTY Bathtub Septic Tank&Pit Clothes Washer Shower Dishwasher Shbwer Pan Drinking Fountain Slop Sink Three Compartment Sink Floor Drain Toilet Floor Sink Urinal Hose Bibs Vacuum Breakers Kitchen Sink Water Connected Appliances Laundry Tray Water Heater Lavatory Water Treating System Other Fixtures MISCELLANEOUS: gallons(Requires 3 sets of P1,'❑ Sewer Replacement ❑ Back Flow Preventer El Grease Interceptor (Trap) g [I lawn Sprinkler System-Number of Heads ❑ Well ** ** SJRWD Well Completion Form. Completed form to be submitted to the Building Department for final inspection ❑ Other or t I have Permit becomes void if work does not commeand correct. sixe within a month provisions s of laws and ordinances governing the for will be complied with whether pecL this application and know the same to be true local law regulation co or not. The permit does not give authority to violate the provisions of any other state or construction or the performance of constructx i I„ ,�m Phone Number 3 Property Owners Name (_ tC. Plumbing Company EIS p n �'�n a _ _Office hone Co. Addresst 1 S e e Ci Cho YI State FL Zip 3=56 rint): Sc ( Sa t rtification/Registration#C�C©Z-0 License Holder� I tie ense ldetfft r pp�� da of C/ _20 Notary Public-state of Florida Sworn and subscrib before me s Y �``;•5 My Comm.Expires Nov 16,2015 r. +� I ommission� EE 137475 �✓�y "' " • uon National Notary Assn. Signature of Notary Public 1 1, CITY OF ATLANTIC BEACH J 800 SEMINOLE ROAD � S) ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Application Number . . . . . 13-00003420 Date 12/12/13 Property Address . . . . . . 870 PARADISE LN Application type description SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 261400 ---------------------------------------------------------------------------- Application desc NEW HOME ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ BOB CHRIS LLC. ELITE HOMES INC. 357 12TH ST 357 12TH ST ATLANTIC BEACH FL 32233 ATLANTIC BEACH FL 32233 (904) 349-2803 (904) 349-2803 --- Structure Information 000 000 NEW HOME Construction Type . . . . . TYPE 5-B Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE A ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc NEW SERVICE Sub Contractor KNIGHT ELECTRIC LLC Permit Fee . . . . 125 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 6/10/14 ---------------------------------------------------------------------------- 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 . 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. PERMIT is2ofi ovELORII1 A t dii1DM'G% 0RV (2WOF FLORIDA BUILDING CODES. V CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD j ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Page 2 Application Number . . . . . 13-00003420 Date 12/12/13 -------------------------------------------------------------- Special Notes and Comments 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 . *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS 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 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 . ---------------------------- 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 , co 800 Seminole Rd,Atlantic Beach, FL 32233 K-70 Ph(904) 247-5826 Fax(904) 247-5845 I/ JOB ADDRESS: 0 rni,, 4 Se rQdl�- PERMIT O / JEA INFORMATION REQUIRED ON ALL PERMITS AMPS X0 VOLTS ( PHASE VALUE OF WORK$ NEW SERVICE ❑ Overhead [Underground ❑T Underground up Pole ❑Residential(Main) Service 00-100 amps ❑101-150amps ❑151-200amps Q amps #of Meters ❑Commercial(Main)Service ❑0-100 amps 11101-1 50amps ❑151-200amps ❑ amps OCT Service amps Conductor Type Size []Multi-Family(Main)Service 00-100 amps ❑101-150amps 151-200amps ❑ amps #of Unit Meters ❑Temporary Pole ❑ amps SERVICE UPGRADE ❑ amps ❑ CT Service amps NEW FEEDER(ADDITIONS,ACCESSORY STRUCTURES,ETC.) ❑100 amps ❑150amps ❑200amps ❑ amps ❑CT Service amps ADDITIONS,REMODELS,REPAIRS,BUILD-OUTS,ACCESSORY STRUCTURES,ETC. Outlets/Switches: 0-3 Damps 31-l 00amps 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_ (/moi(ki L--L Office Phone 21-7—W� Fax IqT 99V Co.Address: �g JI ft '/)i' ��S. City &k State I �• Zip 722V License Holder(Print): ,l Vc r'L Ar State Certification/Registration# EP170/2'M Notarized Signature of License Holder Before me this day of 20 Signature of Notary Public CITY OF ATLANTIC BEACH y 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 13-00003420 Date 12/17/13 Application Number . 870 PARADISE LN Property Address . . • • - Application type description SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . 261400 -------------------------- Application desc NEWHOME ------------------------------------------------ -- ------------------------- Contractor Owner --------------- BOB CHRIS LLC. ELITE HOMES INC. 357 12TH ST 357 12TH ST FL 32233 ATLANTIC BEACH FL 32233 ATLANTIC BEACH (904) 349-2803 (904) 349-2803 NEW HOME Structure Information 000 000 Construction Type . . . . . TYPE 5-B Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . ZONE A _ ----- -----Permit . MECHANICAL HVAC PERMIT Additional desc Sub Contractor HWK MECHANICAL INC (BEEHIVE) Fee . 00 Permit Fee . . . . 143 . 00 0 Valuation Issue Date . • • . Expiration Date . 6/15/14 ----------- ----------------------- Special Notes and Comments Avoid damage to underground water/sewer utilities . Verify vertical and horizontal location of utilities . Hand dig if necessary. If rboxes, sewercleanoutsandvalve covers fielcall d Ensure all mete are set to grade and visible. property line. A sewer cleanout must be installed at the pro p Y Cleanout must be covered with an RT1 concrete boxeith metal lid. Cleanout to be set to grade A reduced pressure zone backflow preventer must be installed if irrigation will be provided orifthere isba private well on the property. Backflow p tested by a certified tester and a copy of the results sent to Public Utilities . 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. PERMIT IS2A��V�+®� �'�' a�O8F �F'A���AC���H�A�ICESCt{��['HE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH y 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 C.4If �? Page 2 Application Number 13-00003420 Date 12/17/13 ------------------------------- Special Notes and Comments 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 . *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS 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 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 . --------------------------------- ---- ---------------- 2 . 15 Other Fees STATE MECH DCA SURCHARGE 2 , 15 STATE MECH DBPR SURCHARGE -- ________ ----- Fee summary Charged Paid CreditedDue --------- ---------- 00 Plan Check Total • 00 Permit Fee Total 143 . 00 143 . 0000 00 . 00 . 00 4 . 30 4 . 30 . 00 Other Fee Total 00 . 00 Grand Total 147 . 30 147 . 30 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 DRESS: / � > L L,"N s- PERMff# 1-3 -3 S�Z D Jas A� X /�// 9PROJECT VALUEoo 6_ — ARI# 7 T O`5 / REQUIRED Air Handling Equipment Only Air Handling Unit & Condenser Condenser Only NEW AIR CONDITIONING & HEATING SYSTEM INSTALLATION Air Conditioning: Unit Quantity 2- Tons Per Unit 3 I'3 Heat: Unit Quantity 2 BTU's Per Unit KLJ Seer RatingREQUIRED Duct Systems: Total CFM 2 40y REPLACEMENT AIR CONDITIONING & HEATING SYSTEM INSTALLATION Air Conditioning: Unit Quantity Tons Per Unit Heat: Unit Quantity BTU's Per Unit Seer Rating REQUIRED Duct Systems: Total CFM FIRE PREVENTION (Requires 3 sets of plans) Fire Sprinkler System Quantity Re uires 3 sets of plans) Fire Standpipe Quantity (Requires 3 sets of plans) Underground Fire Main Value Re uires 3 sets of plans) Fire Hose Cabinets Quantity (Rquires 3 sets of plans) Commercial Hoods Quantity ( eRequires 3 sets of plans) Fire Suppression Systems Quantity FIRE PLACES MISCELLANEOUS: Prefabricated Fireplace Qty Automobile Lifts BTU's Gas Piping Outlets Boilers 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: spens.I hereby certify that I have read Permit becomes void if work does not commence cwithinorrect All pro s of laws and ordinances six month period or work is sudgo governing thior s wok wfor six ill be1co plied with whether pecified or this application and know the same to be true 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. C�ieZ:S (,,,e}rrlLcvV Phone Number f7 Property Owners Name itfl� iw��1 G INi;G�//�N L �/G ,a B�¢ Office Phone ��/ _Fax r P f Mechanical CompanyN City �-���� State fL Zip 3= Co. Address: 17-V f740 License Holder(Print): e a egistration#C Notarized Signature of License Ho der KRISTINAT.WILSON Before me this day of���'� 'r 20 Notary PWAI%State of Ronda r Mr Comm.Expires Apa 21,2018 Signature of Notary Public commission No.EE 189888 CITY OF:ATLANTIC BEACH J 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 Application Number . . . . . 13-00003856 Date 12/19/13 Property Address . . . . . . 870 PARADISE LN Application type description MECHANICAL GAS PIPING Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------- Application desc gas range ----------------------------------------------- Owner Contractor --------------- ------------------------ BOB CHRIS LLC. FLORIDA PROPANE PARTNERS 357 12TH ST GRIFFIS GA ATLANTIC BEACH FL 32233 461 TRESCA RD (904) 349-2803 JACKSONVILLE FL 32225 (904) 724-4343 ------------------------------------------ Permit MECHANICAL GAS PIPE PERMIT Additional desc . . . 00 Permit Fee . . . . 65 . 00 Plan Check Fee . Issue Date . . . . valuation . . . . 0 Expiration Date . . 6/17/14 --------------------- ----------------------------- Other Fees . . . . . . . . . STATE MECH DCA SURCHARGE 2 . 00 STATE MECH DBPR SURCHARGE 2 . 00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----- ---------- - Permit Fee Total 65 . 00 65 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Other Fee Total 4 . 00 4 . 00 . 00 . 00 Grand Total 69 . 00 69 . 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 (904) 247-5826 Fax (904) 247-5845 JOB ADDRESS: C6 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 REQUIRED Duct Systems: Total CFM REPLACEMENT AIR CONDITIONING & HEATING SYSTEM INSTALLATION Air Conditioning: Unit Quantity Tons Per Unit Heat: Unit Quantity BTU's Per Unit Seer Rating REQUIRED Duct Systems: Total CFM Manual J documentation required on residential change out 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 I 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 any other state or local law regulation construction or the performance of construction. Property Owners Name /`�'�rx:- A �5 Phone Number 3'11-Z103 Mechanical Company Office Phone 7l -SiSY'3 Fax Co. Address: -�16/ 7-et,�--364 Zo City `S,�c�-5"�uu�L State fi ZipSeZZS- License Holder(Print): 07-14 J<? State Certification/Registration# 1w39 Notarized Signature of License Holder JENLWALKER Before me this- -b dd y of 20 MY COMM480EXPIR7 Si nature of Notar Public Thru wrken g y RL`4 BP150UO2 CITY OF ATLANTIC BEACH 12/19/13 Contractor File Changes 10:25:02 Contractor number . . 1297 Type information, press Enter . Name . . . . . . . . . . FLORIDA PROPANE PARTNERS Address line 1 . . . . . DBA:GRIFFIS GAS & MACK GAS Address line 2 . . . . . 115 B SOLANO RD Address line 3 . . . . . PONTE VEDRA BEACH FL Zip code (F4) . . . . . 32082 Phone . . . . . . . . . 904 5434343 Status . . . . . . . . . A A=Active, I=Inactive, H=Hold Contractor type (F4) . . MECH MECHANICAL CONTRACTOR Email address Contractor Requirements Document Number Expiration Date LOCAL BUSINESS TAX RECEIPT 1930700000 R 93014 R FLORIDA CONTRACTOR LICENSE 17895 R 20514 R WORKMANS COMPENSATION Z071005904 R 10115 R GENERAL LIABILITY 5068736217 R 61414 R F3=Exit F4=Prompt F5=Zip code maintenance F12=Cancel